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Agenda Packet City Council - 06/23/2020
City Council City of Corpus Christi Meeting Agenda - Final-revised 1201 Leopard Street Corpus Christi, TX 78401 cctexas.com Council Chambers11:30 AMTuesday, June 23, 2020 Addendums may be added on Friday. A.Mayor Joe McComb to call the meeting to order. B.Invocation to be given by Mayor Joe McComb. C.Pledge of Allegiance to the Flag of the United States and to the Texas Flag. D.City Secretary Rebecca L. Huerta to call the roll of the required Charter Officers. E.PUBLIC COMMENT - AUDIENCE AND PRESENTER SOCIAL DISTANCING AND PUBLIC TESTIMONY AND PUBLIC HEARING INPUT AT PUBLIC MEETINGS OF THE CITY COUNCIL. To reduce the chance of COVID-19 transmission, public meetings will be held in a manner intended to separate, to the maximum practical extent, audience and presenters from personal contact with members of Community, City Staff, and City Council. This meeting will be broadcast at cctexas.com/services/council meeting-agendas-minutes-video. Public testimony and public hearing input for Public Comment and all items on the agenda at public meetings of the City Council should be provided in written format and presented to the City Secretary and/or designee no later than five minutes after the start of each meeting of the City Council. Testimony and/or public input shall be in accordance with the City Secretary’s instructions, which shall be posted on the City Secretary’s door and on the City website, and allow for electronic submission. The written public testimony shall be provided to members of City Council prior to voting on measures for that meeting. Written testimony shall be limited in accordance with the City Secretary requirements and shall be placed into the record of each meeting. This testimony shall serve as the required public testimony pursuant to Texas Government Code 551.007 and shall constitute a public hearing for purposes of any public hearing requirement under law. The meeting may be held telephonically or via videoconference. The public may participate remotely by following the instructions of the City Secretary at cctexas.com/departments/city-secretary. F.CITY MANAGER’S COMMENTS / UPDATE ON CITY OPERATIONS: a.GOVERNMENT ACTIONS RELATED TO CORONA VIRUS Page 1 City of Corpus Christi Printed on 6/22/2020 June 23, 2020City Council Meeting Agenda - Final-revised G.MINUTES: 1.20-0745 Regular Meeting of June 16, 2020 H.BOARD & COMMITTEE APPOINTMENTS: 2.20-0746 Corpus Christi Downtown Management District (1 vacancy) Corpus Christi Regional Transportation Authority (5 vacancies) I.EXPLANATION OF COUNCIL ACTION: J.CONSENT AGENDA: (ITEMS 3 - 12) Consent - Second Reading Ordinances 3.20-0612 Zoning Case No. 0420-03, Covenant Baptist Church (District 5). Ordinance rezoning property at or near 7001 Williams Drive from the “RS-6” Single-Family 6 District to the “CN-1” Neighborhood Commercial District. Planning Commission and Staff recommend Approval. Sponsors:Development Services 4.20-0504 Ordinance authorizing Developer Participation Agreement with MPM Development, LP, to reimburse developer up to $874,000 for oversizing required for a master planned water grid main; authorizing Water Grid Main, Water Distribution Main, Wastewater Trunk Main, and Wastewater Collection Line Extension Construction Reimbursement Agreements with MPM Development, LP to install grid mains, water distribution mains, wastewater trunk main, and wastewater collection lines for a planned residential subdivision with completion within 18 months; appropriating $154,126.23 from the Water Arterial Transmission & Grid Main Trust Fund, $16,673.25 from the Water Distribution Main Trust Fund, $75,706.88 from the Sanitary Sewer Trunk System Main Trust Fund, and $45,607.42 from the Sanitary Sewer Collection Line Trust Fund to reimburse the developer per the agreements. (District 3) Sponsors:Development Services 5.20-0682 Ordinance authorizing a Professional Services Agreement for design services with Lockwood, Andrews & Newman, Inc. for the North Beach Navigable Canal project in an amount not to exceed $508,988 for Phase I services which include a determination of the project scope and limits and whether or not the canal will function as a major drainage facility and be navigable, located in City Council District 1, with funding available from financial reserves within the Storm Water Capital Funds. Sponsors:Engineering Services 6.20-0698 Ordinance amending the Corpus Christi Code to codify the Municipal Page 2 City of Corpus Christi Printed on 6/22/2020 June 23, 2020City Council Meeting Agenda - Final-revised Court Committee Sponsors:City Secretary's Office Consent - Contracts and Procurement 7.20-0514 Resolution authorizing a three-year service agreement with HACH Company for the Water Information Management System (WIMS), for a total amount not to exceed $68,764.60; and the purchase and one-year service agreement for a BioTector Analyzer not to exceed $124,212.52, for the Water Division of the Utilities Department, effective upon issuance of notice to proceed, with funding in the amount of $192,977.12 available in the Water Fund. Sponsors:Utilities Department and Contracts and Procurement 8.20-0655 Motion authorizing a three-year license agreement with SHI Government Solutions in an amount of $197,149.42, to purchase Splunk Security Software for Information Technology Department, effective upon issuance of a notice to proceed, with FY 2020 funding in an amount of $82,133.14 available in the Information Technology Fund. Sponsors:Information Technology Services and Contracts and Procurement 9.20-0590 Motion authorizing a six-month service agreement with Blastco Texas, Inc. in the amount of $85,000.00 for the fabrication and installation of a lifting beam used by the Utilities Department at Choke Canyon Dam for crane operations, effective upon issuance of notice to proceed, with FY 2020 funding in the amount of $85,000.00 available in the Water Fund . Sponsors:Public Works/Street Department and Contracts and Procurement Consent - Capital Projects 10.20-0709 Motion authorizing Amendment No. 1 to the professional services contract with Jacobs Engineering Group, Inc., to provide additional professional services to furnish the design, permitting, bid documents and construction phase services for the Cole Park Pier project, located in City Council District 2, in the amount of $613,055.00 for a total revised contract value not to exceed $713,055.00, effective upon notice to proceed, with funding approved and available from Bond 2018. Sponsors:Engineering Services and Corpus Christi Regional Economic Development Corporation General Consent Items 11.20-0665 Resolution amending Financial Budgetary Policies adopted by Resolution 031821 and providing financial policy direction on preparation of the annual budgets. Sponsors:Chief Financial Officer and Office of Management and Budget Page 3 City of Corpus Christi Printed on 6/22/2020 June 23, 2020City Council Meeting Agenda - Final-revised 12.20-0730 Motion approving an incentive agreement in the amount of $154,227.00 between the Corpus Christi Business and Job Development Corporation and the Community Development Corporation of Brownsville, dba come dream. come build., regarding a potential owner occupancy affordable housing project at 4017 Capitol Drive. Sponsors:Housing and Community Development K.RECESS TO CORPORATION MEETINGS: (ITEMS 13 - 14) 13.20-0702 Special Board Meeting of the Corpus Christi Community Improvement Corporation regarding a potential owner occupancy affordable housing project at 4017 Capitol Drive. Sponsors:Housing and Community Development 14.20-0703 Special Board Meeting of the Corpus Christi Housing Finance Corporation regarding a potential owner occupancy affordable housing project at 4017 Capitol Drive and other matters. Sponsors:Housing and Community Development L.RECONVENE CITY COUNCIL MEETING: M.RECESS FOR LUNCH N.PUBLIC HEARINGS: (NONE) O.REGULAR AGENDA: P.FIRST READING ORDINANCES: (ITEMS 15 - 16) 15.20-0647 Ordinance accepting a $50,000 grant from the Office of the Governor’s Homeland Security Grants Division for FY2021 Local Border Security Program; and appropriating $50,000 in Police Grants Fund. Sponsors:Police Department 16.20-0680 Ordinance accepting a $25,000 grant from the Texas Historical Commission Certified Local Government program for the Historic Preservation Plan Update project with a City match of $25,000; appropriating $25,000 for City matching funds; and amending the Operating Budget by increasing expenditures by $25,000. Sponsors:Development Services and Planning & Environmental Services Q.BRIEFINGS: (ITEMS 17 - 19) 17.20-0608 Proposed Consent Decree with the United States of America and State of Texas providing for the City to take measures to comply with the U.S. Clean Water Act, Texas Water Code, and other environmental laws. Page 4 City of Corpus Christi Printed on 6/22/2020 June 23, 2020City Council Meeting Agenda - Final-revised Sponsors:Utilities Department 18.20-0712 2020 Charter Review Ad Hoc Committee - Final Report presented by Chairperson Toby Futrell Sponsors:City Secretary's Office 19.20-0690 Flatiron/Dragados Briefing on the Harbor Bridge Replacement Project Sponsors:Public Works/Street Department R.EXECUTIVE SESSION: (ITEMS 20 - 21) 20.20-0652 Executive Session pursuant to Texas Government Code § 551.071 and Texas Disciplinary Rules of Professional Conduct Rule 1.05 to consult with attorneys concerning legal issues related to sanitary sewer overflows and the City’s sanitary sewer system, water system, and/or drainage system and/or potential future litigation involving the U.S. Environmental Protection Agency, State of Texas, and/or U.S. Department of Justice and the potential approval of attorney’s fees, expert fees, and expenses for negotiations and/or litigation with the aforesaid entities. 21.20-0759 Executive Session pursuant to Texas Government Code § 551.071 and Texas Disciplinary Rules of Professional Conduct Rule 1.05 to consult with attorneys concerning legal issues related to the City Charter and potential changes thereto, including, but not limited to questions related to past and/or potential litigation related to the U.S. Voting Rights Act, Abel Alonzo, et al. v. Luther Jones, et al., and other lawsuits and reported appellate cases concerning elections, candidate eligibility, term limits, compensation, initiative, referendum, and other municipal charter related legal issues. S.IDENTIFY COUNCIL FUTURE AGENDA ITEMS T.ADJOURNMENT Page 5 City of Corpus Christi Printed on 6/22/2020 1201 Leopard Street Corpus Christi, TX 78401 cctexas.com City of Corpus Christi Meeting Minutes City Council 11:30 AM Council ChambersTuesday, June 16, 2020 Addendums may be added on Friday. Mayor Joe McComb to call the meeting to order.A. Mayor McComb called the meeting to order at 11:45 a.m. Invocation to be given by Police Chaplain Mike Ilse of the Corpus Christi Police Department. B. Police Chaplain Mike Ilse gave the invocation. Pledge of Allegiance to the Flag of the United States and to the Texas Flag.C. Police Chaplain Mike Ilse led the Pledge of Allegiance to the flag of the United States and the Texas Flag. City Secretary Rebecca L. Huerta to call the roll of the required Charter Officers.D. City Secretary Rebecca L. Huerta called the roll and verified that a quorum of the City Council and the required Charter Officers were present to conduct the meeting. Charter Officers: City Manager Peter Zanoni, City Attorney Miles K. Risley and City Secretary Rebecca L. Huerta. Note: Council Members Gil Hernandez, Rudy Garza and Ben Molina participated by video conference. Council Member Michael Hunter participated telephonically. Mayor Joe McComb,Council Member Roland Barrera,Council Member Rudy Garza,Council Member Paulette Guajardo,Council Member Gil Hernandez,Council Member Michael Hunter,Council Member Ben Molina,Council Member Everett Roy, and Council Member Greg Smith Present:9 - Page 1City of Corpus Christi Printed on 6/19/2020 June 16, 2020City Council Meeting Minutes PUBLIC COMMENT - AUDIENCE AND PRESENTER SOCIAL DISTANCING AND PUBLIC TESTIMONY AND PUBLIC HEARING INPUT AT PUBLIC MEETINGS OF THE CITY COUNCIL. To reduce the chance of COVID-19 transmission, public meetings will be held in a manner intended to separate, to the maximum practical extent, audience and presenters from personal contact with members of Community, City Staff, and City Council. This meeting will be broadcast at cctexas.com/services/council meeting-agendas-minutes-video. Public testimony and public hearing input for Public Comment and all items on the agenda at public meetings of the City Council should be provided in written format and presented to the City Secretary and/or designee no later than five minutes after the start of each meeting of the City Council. Testimony and/or public input shall be in accordance with the City Secretary’s instructions, which shall be posted on the City Secretary’s door and on the City website, and allow for electronic submission. The written public testimony shall be provided to members of City Council prior to voting on measures for that meeting. Written testimony shall be limited in accordance with the City Secretary requirements and shall be placed into the record of each meeting. This testimony shall serve as the required public testimony pursuant to Texas Government Code 551.007 and shall constitute a public hearing for purposes of any public hearing requirement under law. The meeting may be held telephonically or via videoconference. The public may participate remotely by following the instructions of the City Secretary at cctexas.com/departments/city-secretary. E. Mayor McComb referred to comments from the public. The following citizens called in support of Item 4: Regie Panganiban, 4214 S. Alameda; Jason Rodriguez, 401 Colony; and David Loeb, 425 Del Mar Blvd. The following citizens submitted written testimony in support of Item 4: Monica Sawyer, 302 Haroldson Dr.; Benny Mota, 8221 Tango Circle; David Loeb, 425 Del Mar Blvd.; Rod Lewis, 5862 Everhart Rd.; Sandra Martinez, 5876 Everhart Rd.; Judy Shin, 5898 Everhart Rd.; Joseph Steel, 3819 S. Staples St.; Kristi Phillips, 3833 S. Staples St.; Robert Turnage, 5807 Weber Rd.; Bee Carstetter, 509 Pasadena Pl.; Margarita Castillo, 2847 Lawnview St.; Rachel Davis, 3833 S. Staples St.; Linda Colwell, 5817 Weber Rd.; Diana Villarreal, 4028 Weber Rd.; and Albert Vega, 5888 Everhart Rd. CITY MANAGER’S COMMENTS / UPDATE ON CITY OPERATIONS:F. Mayor McComb referred to City Manager's Comments. City Manager Peter Zanoni reported on the following topics: 1) Financial Updates. 2) The City's credit rating was upgraded despite the economic downturn; the utility revenue bond has been upgraded and the City's credit worthiness is in the highest rate category; the upgrade will help keep the City's interest rates low as we borrow money to improve our water and Page 2City of Corpus Christi Printed on 6/19/2020 June 16, 2020City Council Meeting Minutes sewer systems, as well as capital maintenance; the low interest rate will also help the City to refinance about $23 million in existing debt. 3) Financial Policies are reviewed annually as the City develops a budget; reserve requirements; funding levels and street maintenance; Capital Improvement Plan; and beach maintenance funding and hotel occupancy tax funds. 4) Northwest Boulevard Corridor plan in Calallen includes three schools and shopping attractions; the corridor covers the 3 mile stretch from Interstate 69 to CR73; will provide opportunities to improve safety and influence future public investment; the City is partnering with TXDOT to get it done; and a survey can be completed online at corridorscc.com. Visit Corpus Christi CEO Brett Oetting presented information on the following topics: Billboards; Strategic Plan 2021-2024; Timeline; Scenario Models & Assessment Tool; and Assessment Date. GOVERNMENT ACTIONS RELATED TO CORONA VIRUSa. Director of Public Health District Annette Rodriguez presented an update on COVID 19: COVID-19 testing; additional testing capacity; notable cases in Nueces County; and public health prevention strategies. MINUTES:G. 1.Regular Meeting of June 9, 2020 A motion was made by Council Member Roy, seconded by Council Member Barrera that the Minutes be approved. The motion carried by a unanimous vote. Aye:Mayor McComb, Council Member Barrera, Council Member Garza, Council Member Guajardo, Council Member Hernandez, Council Member Hunter, Council Member Molina, Council Member Roy and Council Member Smith 9 - Abstained:0 BOARD & COMMITTEE APPOINTMENTS:H. 2.Airport Board (4 vacancies) Animal Care Advisory Committee (2 vacancies) Board of Adjustment (7 vacancies) Transportation Advisory Commission (3 vacancies) Mayor McComb referred to Item 2. Airport Board Council Member Molina made a motion to reappoint Luis Buentello and Jon Reily, seconded by Council Member Hernandez and passed unanimously. Council Member Guajardo made a motion to appoint Donald Feferman and Robert Williams, seconded by Council Member Smith and passed unanimously. Council Member Guajardo nominated Randall Hicks, seconded by Council Page 3City of Corpus Christi Printed on 6/19/2020 June 16, 2020City Council Meeting Minutes Member Smith and passed unanimously. Animal Care Advisory Committee Council Member Guajardo made a motion to reappoint Linda Gibeaut and Sharon Ray, seconded by Council Member Barrera and passed unanimously. Board of Adjustment Council Member Smith made a motion to reappoint Shawn Karaca, Burris McRee and David Lee Walker, and to reappoint and realign Gordon Robinson from alternate to regular member, seconded by Council Member Garza and passed unanimously. Council Member Hernandez nominated Ricardo Barrera, Jr., seconded by Council Member Garza and passed unanimously. Council Member Hernandez nominated Kenton Mullins as an alternate, seconded by Council Member Smith and passed unanimously. Transportation Advisory Commission Council Member Hunter made a motion to reappoint Jeffrey Pollack and Leo Rios, seconded by Council Member Smith and passed unanimously. EXPLANATION OF COUNCIL ACTION:I. CONSENT AGENDA: (ITEMS 3 - 15)J. Approval of the Consent Agenda Mayor McComb referred to the Consent Agenda. City Manager Peter Zanoni requested that Item 3 be postponed due to the passing of Charles Kaffie, the husband of United Way CEO Libby Aveyrt. Council members requested that Item 4 be pulled for individual consideration. There were no comments from the Council. A motion was made by Council Member Molina, seconded by Council Member Guajardo to approve the Consent Agenda with the exception of Items 3 and 4. The consent agenda was approved with the following vote: Aye:Mayor McComb, Council Member Barrera, Council Member Garza, Council Member Guajardo, Council Member Hernandez, Council Member Hunter, Council Member Molina, Council Member Roy and Council Member Smith 9 - Abstained:0 3.One-Reading Ordinance approving an agreement between the City of Corpus Christi and the Corpus Christi Business and Job Development Corporation in an amount up to $500,000 for Type A funding of arterial and collector streets within the City; approving a Chapter 380 agreement in an amount up to $500,000 with United Way of the Coastal Bend for Page 4City of Corpus Christi Printed on 6/19/2020 June 16, 2020City Council Meeting Minutes nonprofit organizations; appropriating an amount up to $500,000 from the unreserved fund balance of the Business and Job Development Fund for use on the arterial and collector street improvements; amending the operating and capital budget. This Emergency Ordinance was withdrawn. 4.One-Reading Ordinance approving an agreement between the City of Corpus Christi and the Corpus Christi Business and Job Development Corporation in an amount up to $500,000 for Type A funding of arterial and collector streets within the City; approving a Chapter 380 agreement with the United Corpus Christi Chamber of Commerce in an amount up to $500,000 to administer a utility assistance program for small businesses in Corpus Christi impacted by the COVID-19 pandemic; appropriating an amount up to $500,000 from the unreserved fund balance of the Business and Job Development Fund for use on the arterial and collector street improvements; amending the operating and capital budget. Mayor McComb referred to Item 4. Chief Financial Officer Constance Sanchez presented information on the following topics: this program will help support small businesses experiencing hardship due to COVID-19 by providing a one-time $500 utility bill credit to qualified small businesses; the Port of Corpus Christi has committed $250,000 and will give a $500 cash match to qualifying businesses; the eligibility requirements are as follows: must employ 3 to 20 full or part-time employees; must have been in business for at least 12 months; gross revenue of no more than a million dollars; must be located in Corpus Christi; loss of 25% revenue beginning March 1, 2020 as compared to this time last year; and businesses must remain open for at least three months after accepting this grant award. Council Members, City Manager Peter Zanoni and Chief Financial Officer Sanchez discussed the following topics: a Council Member's concern that $500 is not going to keep a business open; about 1,600 small businesses could qualify; this money is not only for businesses with delinquent accounts; a Council Member's concern that some small business owners can't afford to get a loan and become more in debt; $500 is a lot of money to some businesses by helping pay for their utility bills; the $500 is to assist small businesses, not to bail them out; the small businesses must be a commercial account; the mom-and-pop businesses are the ones hurting the most; and a Council Member's comment that some small business owners work alone without any other staff. Council Member Barrera made a motion to amend the 380 Agreement to employ no more than 20 employees, seconded by Council Member Guajardo. The motion carried by a unanimous vote. Council Member Guajardo made a motion to approve this ordinance as presented, seconded by Council Member Barrera. This Ordinance was passed on emergency with the following vote: Page 5City of Corpus Christi Printed on 6/19/2020 June 16, 2020City Council Meeting Minutes Aye:Mayor McComb, Council Member Barrera, Council Member Garza, Council Member Guajardo, Council Member Hernandez, Council Member Hunter, Council Member Molina and Council Member Roy 8 - Nay:Council Member Smith1 - Abstained:0 Enactment No: 032135 Consent - Second Reading Ordinances 5.Zoning Case No. 0420-01, Mostaghasi Enterprises, Inc. (District 5). Ordinance rezoning property at or near 8102 Yorktown Boulevard from the “FR” Farm Rural District to the “RS-6” Single-Family 6 District and “CG-2” General Commercial District. Planning Commission and Staff recommend Approval. This Ordinance was passed on second reading on the consent agenda. Enactment No: 032136 6.Zoning Case No. 0420-02, Branch Towers III. LLC. (District 3). Ordinance rezoning property at or near 4701 Ayers Street from the “IL” Light Industrial District to the “IL/SP” Light Industrial District with a Special Permit. Planning Commission and Staff recommend Approval. This Ordinance was passed on second reading on the consent agenda. Enactment No: 032137 7.Ordinance closing, abandoning and vacating an unimproved 1.8-acre portion of Starry Road out of Flour Bluff and Encinal Farm and Garden Tracts for development of a new subdivision. (District 5) This Ordinance was passed on second reading on the consent agenda. Enactment No: 032138 8.Ordinance accepting a grant in the amount of $228,129.00 from the State of Texas Governor’s Homeland Security Grants Division for Operation Stonegarden for border security; and appropriating $228,129.00 in the Police Grants Fund. This Ordinance was passed on second reading on the consent agenda. Enactment No: 032139 9.Ordinance authorizing the acceptance of a grant from the Office of the Attorney General-Office of Juvenile Justice and Delinquency Prevention for the Internet Crimes Against Children (ICAC) Task Force program, in the amount of $10,000.00 to purchase equipment and supplies for the Page 6City of Corpus Christi Printed on 6/19/2020 June 16, 2020City Council Meeting Minutes ICAC program within the Police Department; and appropriating the $10,000.00 in the Police Grants Fund. This Ordinance was passed on second reading on the consent agenda. Enactment No: 032140 10.Ordinance authorizing acceptance of $15,000 grant from the Coastal Bend Regional Advisory Council for the City's WebEOC operations; and appropriating $15,000 into Fire Grant Fund. This Ordinance was passed on second reading on the consent agenda. Enactment No: 032141 11.Ordinance authorizing the Interlocal Agreement with Nueces County for City Lifeguard Services. The City will provide 4 lifeguards at the public beach within Nueces County Padre Balli Park from 3 lifeguard stands dispersed between Access Roads 5 and 6 for the period of May 22 through September 7, 2020. Nueces County will reimburse the City for the costs of lifeguard services, equipment and supplies at a cost of $40,700 to be appropriated into the General Fund. This Ordinance was passed on second reading on the consent agenda. Enactment No: 032142 Consent - Contracts and Procurement 12.Resolution authorizing a three-year service agreement with Siddons-Martin Emergency Group in an amount not to exceed $1,200,000.00 to provide fire apparatus parts and maintenance services for the Corpus Christi Fire Department (CCFD), upon notice to proceed, with FY 2020 funding in an amount of $100,000.00 available through the General Fund. This Resolution was passed on the consent agenda. Enactment No: 032143 13.Motion authorizing the purchase of two Ford F350 trucks with air conditioned animal control units from Silsbee Ford, Inc, in an amount of $123,137.92, for Animal Care Services (ACS), effective upon issuance of letter of acceptance with FY 2020 funding available through the General Fund in the amount of $123,137.92. This Motion was passed on the consent agenda. Enactment No: M2020-102 14.Motion authorizing a twelve month supply agreement with Ferguson Enterprises LLC for an amount not to exceed $185,133.20 for the Page 7City of Corpus Christi Printed on 6/19/2020 June 16, 2020City Council Meeting Minutes purchase of water system supply pipes for the City Warehouse as a central distribution for the Utilities Department, effective upon issuance of a notice to proceed, with FY 2020 funding in the amount of $46,500.00 available through the Stores Fund . This Motion was passed on the consent agenda. Enactment No: M2020-103 15.Motion authorizing a five-year agreement with MCM Technology, LLC in an amount of $156,467.69 for the purchase of radio inventory management software license for Information Technology, effective upon issuance of a notice to proceed, with FY 2020 funding in the amount of $116,076.00 available through the Bond 2018Fund. This Motion was passed on the consent agenda. Enactment No: M2020-104 RECESS FOR LUNCHK. Executive Session Item 21 was held during the lunch recess. PUBLIC HEARINGS: (ITEMS 16 - 17)L. 16.Zoning Case No. 0420-03, Covenant Baptist Church (District 5). Ordinance rezoning property at or near 7001 Williams Drive from the “RS-6” Single-Family 6 District to the “CN-1” Neighborhood Commercial District. Planning Commission and Staff recommend Approval. Mayor McComb referred to Item 16. Director of Development Services Al Raymond presented information on the following topics: aerial overview; zoning pattern; and Planning Commission's and staff's recommendation. Mayor McComb opened the public hearing. There was no written testimony from the public. Mayor McComb closed the public hearing. Council Member Hernandez made a motion to approve the ordinance, seconded by Council Member Smith. This Ordinance was passed on first reading and approved with the following vote: Aye:Mayor McComb, Council Member Barrera, Council Member Garza, Council Member Guajardo, Council Member Hernandez, Council Member Hunter, Council Member Molina, Council Member Roy and Council Member Smith 9 - Abstained:0 17.Ordinance authorizing Developer Participation Agreement with MPM Development, LP, to reimburse developer up to $874,000 for oversizing required for a master planned water grid main; authorizing Water Grid Main, Water Distribution Main, Wastewater Trunk Main, and Wastewater Page 8City of Corpus Christi Printed on 6/19/2020 June 16, 2020City Council Meeting Minutes Collection Line Extension Construction Reimbursement Agreements with MPM Development, LP to install grid mains, water distribution mains, wastewater trunk main, and wastewater collection lines for a planned residential subdivision with completion within 18 months; appropriating $154,126.23 from the Water Arterial Transmission & Grid Main Trust Fund, $16,673.25 from the Water Distribution Main Trust Fund, $75,706.88 from the Sanitary Sewer Trunk System Main Trust Fund, and $45,607.42 from the Sanitary Sewer Collection Line Trust Fund to reimburse the developer per the agreements. (District 3) Mayor McComb referred to Item 17. Director of Development Services Al Raymond presented information on the following topics: Kings Landing agreements; participation and reimbursement agreements; location map; project map; and staff's recommendation. Council Members, Director Raymond, City Manager Peter Zanoni and Business Manager of Development Services Michael Johnston discussed the following topics: the water line was a 12 inch line and then the developer was approached to extend the line by the water utilities department; at the time this project began, the trust fund had ample funding; and currently there is approximately $150,000 left in the trust fund. Mayor McComb opened the public hearing. There was no written testimony from the public. Mayor McComb closed the public hearing. Council Member Hernandez made a motion to approve the ordinance, seconded by Council Member Barrera. This Ordinance was passed on first reading and approved with the following vote: Aye:Mayor McComb, Council Member Barrera, Council Member Garza, Council Member Guajardo, Council Member Hernandez, Council Member Hunter, Council Member Molina and Council Member Smith 8 - Abstained:Council Member Roy1 - EXECUTIVE SESSION: (ITEM 21)P. 21.Executive session pursuant to Texas Government Code § 551.074 (Personnel Matters) to deliberate the appointment, employment, evaluation, reassignment, duties or discipline of City Auditor. Mayor McComb referred to Executive Session Item 21. The Council went into Executive Session at 1:37 p.m. The Council returned from Executive Session at 2:06 p.m. Council Member Smith made the following motion, seconded by Council Member Barrera. Motion to authorize Kimberly Houston, Interim City Auditor, to have until September 30, 2020 to become certified as a Certified Internal Auditor as a result of testing sites being closed because of the COVID-19 pandemic. She shall automatically be considered the City Auditor at such time as she obtains her Certification as a Certified Internal Auditor. Page 9City of Corpus Christi Printed on 6/19/2020 June 16, 2020City Council Meeting Minutes This Motion was passed and approved with the following vote: Aye:Mayor McComb, Council Member Barrera, Council Member Garza, Council Member Guajardo, Council Member Hernandez, Council Member Hunter, Council Member Molina, Council Member Roy and Council Member Smith 9 - Abstained:0 Enactment No: M2020-105 REGULAR AGENDA:M. FIRST READING ORDINANCES: (ITEMS 18 - 20)N. 18.Ordinance authorizing a Professional Services Agreement for design services with Lockwood, Andrews & Newman, Inc. for the North Beach Navigable Canal project in an amount not to exceed $508,988 for Phase I services which include a determination of the project scope and limits and whether or not the canal will function as a major drainage facility and be navigable, located in City Council District 1, with funding available from financial reserves within the Storm Water Capital Funds. Mayor McComb referred to Item 18. Director of Engineering Services Jeff Edmonds presented information on the following topics: North Beach navigable canal; project location; project vicinity; navigable canal exhibit; and project scope. Council Members, Director Edmonds and City Manager Peter Zanoni and Business Group Director of Lockwood, Andrews & Newman, Inc. (LAN) Steve Gilbreath discussed the following topics: the status of North Beach canal project going forward; a pre-bid conference for this project was well attended, but there were no bidders; LAN was the only firm that submitted their qualifications; the presentation outlined the scope of project, but it was not delineated in the scope of the agreement; the purpose of two phases 1) the first phase is for the design study; and 2) the second phase is for staff to figure out if it will work out as they hoped; staff recommends doing it incrementally; can this project be completed in less than six months; this project is not going to be reimbursed by the TIRZ #4 fund; and half of the funds are reserved for phase two. There was no written testimony from the public. Council Member Roy made a motion to approve the ordinance, seconded by Council Member Hernandez. This Ordinance was passed on first reading and approved with the following vote: Aye:Mayor McComb, Council Member Barrera, Council Member Garza, Council Member Guajardo, Council Member Hernandez, Council Member Hunter, Council Member Molina, Council Member Roy and Council Member Smith 9 - Abstained:0 Page 10City of Corpus Christi Printed on 6/19/2020 June 16, 2020City Council Meeting Minutes 19.Ordinance amending the Corpus Christi Code to codify the Municipal Court Committee Mayor McComb referred to Item 19. City Secretary Rebecca Huerta presented the following information: the purpose of this ordinance is to codify the Municipal Court Committee. Municipal Court Committee Chair Rudy Garza spoke in support of the ordinance. Council Member Garza made a motion to approve the ordinance, seconded by Council Member Hernandez. This Ordinance was passed on first reading and approved with the following vote: Aye:Mayor McComb, Council Member Barrera, Council Member Garza, Council Member Guajardo, Council Member Hernandez, Council Member Hunter, Council Member Molina, Council Member Roy and Council Member Smith 9 - Abstained:0 20.Ordinance abandoning and vacating a utility easement (1,502 square feet), with dimensions of 5-foot wide by approximately 300-feet, out of Lots 1, 2, 3 and 7, Block 4, in Ocean Drive Addition located at 5601 Ocean Drive. Mayor McComb referred to Item 20. Director of Development Services Al Raymond presented information on the following topics: easement closure; vicinity map; aerial overview; and staff's recommendation. There were no comments from the Council; or written testimony from the public. Council Member Smith made a motion to approve the ordinance, seconded by Council Member Hunter. This Ordinance was passed on first reading and approved with the following vote: Aye:Mayor McComb, Council Member Barrera, Council Member Garza, Council Member Guajardo, Council Member Hernandez, Council Member Hunter, Council Member Molina, Council Member Roy and Council Member Smith 9 - Abstained:0 BRIEFINGS: (NONE)O. IDENTIFY COUNCIL FUTURE AGENDA ITEMSQ. Mayor McComb referred to Identify Council Future Agenda Items. Council Members and City Manager Peter Zanoni discussed the following topics regarding Item 3 on today's agenda: a Council Member's request for an update of the health of the non-profits in the community; and the status on the money that has been given to non-profits. Page 11City of Corpus Christi Printed on 6/19/2020 June 16, 2020City Council Meeting Minutes ADJOURNMENTR. The meeting was adjourned at 2:41 p.m. Page 12City of Corpus Christi Printed on 6/19/2020 Duties Composition Member Size Term Length 15 4 Name District Term Appt. date End date Appointing Authority Position Status Category Steve Keenan District 5 1 9/27/2016 9/30/2020 City Council Resigned Agent, Employee or Tenant Cherylyn M Boyd District 1 2 12/8/2015 9/30/2020 City Council Active Property Owner Raymond Gignac District 4 4 8/21/2001 9/30/2020 City Council Active Property Owner Lesley B. Lomax District 4 Partial 11/12/2019 9/30/2020 City Council Active Agent, Employee or Tenant Janet Maxwell District 4 1 12/18/2012 9/30/2020 City Council Active Stock Owner Cheryl A Votzmeyer District 1 Partial 4/9/2019 9/30/2020 City Council Active Property Owner Jaime N Barrera District 4 Partial 3/24/2020 9/30/2022 City Council Active Resident Eric R Gutschow District 5 1 9/12/2017 9/30/2022 City Council Active Property Owner Casey Lain District 2 3 6/8/2010 9/30/2022 City Council Active Property Owner Brad Lomax District 4 2 8/12/2014 9/30/2022 City Council Active Property Owner Dee Dee Perez District 5 3 6/8/2010 9/30/2022 City Council Secretary Active Agent, Employee or Tenant Glenn R. Peterson District 4 3 6/8/2010 9/30/2022 City Council Active Property Owner Joshua Richline District 2 Partial 11/12/2019 9/30/2022 City Council Active Agent, Employee or Tenant Harold Shockley Jr.District 5 2 5/8/2012 9/30/2022 City Council Chair Active Agent, Employee or Tenant Caitlin Shook District 4 Partial 4/10/2018 9/30/2022 City Council Active Agent, Employee or Tenant CORPUS CHRISTI DOWNTOWN MANAGEMENT DISTRICT *One (1) vacancy with term to 9-30-20, representing the following category: 1 - Agent, Employee or Tenant. (Note: Per the Texas Local Government Code, succeeding directors are chosen through the recommendation of the board and the approval of the City Council. The Corpus Christi Downtown Management District is recommending the appointment of Krystof Kucewicz.) The Corpus Christi Downtown Management District provides maintenance, security, marketing, and the promotion and improvement of property and facilities within the district; the district has the authority to levy taxes or assessments for improvements in the downtown area. The district is composed of at least nine, but not more than thirty directors, serving four-year staggered terms. Directors must represent one of the following categories: a resident of the district; an owner of property in the district; an owner of stock, whether beneficial or otherwise, of a corporate owner of property in the district; an owner of a beneficial interest in a trust that owns property in the district; or an agent, employee or tenant of one of the above. Per the Texas Local Government Code, succeeding directors are chosen through the recommendation of the board and the approval of the City Council. 6-23-2020 Name District Krystof Kucewicz District 1 Suzelle M Tinnell District 4 CORPUS CHRISTI DOWNTOWN MANAGEMENT DISTRICT Applicants Duties Composition Member size Term Length Term Limit 11 2 years 8 years Name District Term Appt. date End date Appointing Authority Position Status Category Attendance *Anne Bauman District 5 1 11/7/2017 6/30/2020 City Council Seeking reappointment City- Transportation Disadvantaged 11/11 meetings 100% *George B Clower District 4 4 7/11/2012 6/30/2020 City Council Met the eight-year service limitation City *Patricia B Dominguez District 1 1 9/19/2017 6/30/2020 City Seeking reappointment City 10/11 meetings 90% *Philip C. Skrobarczyk District 2 1 2/13/2018 6/30/2020 City Council Seeking reappointment City 9/11 meetings 82% *Matthew Woolbright District 4 1 6/19/2018 6/30/2020 City Council Seeking reappointment City 10/11 meetings 90% Lynn Allison 1 9/25/2019 9/30/2021 Nueces County Active Nueces County Anna Jimenez 1 9/25/2019 9/30/2021 Nueces County Active Nueces County Dan S Leyendecker District 4 2 9/13/2017 9/30/2021 Nueces County Active Nueces County CORPUS CHRISTI REGIONAL TRANSPORTATION AUTHORITY *Five (5) vacancies with terms to 6-30-2022, representing the City. Board of Directors consist of eleven (11) members - five (5) appointed by the City Council; three (3) appointed by Nueces County Commissioners Court; two (2) appointed by the Mayors of Cities in the Transit Authority other than Corpus Christi (Agua Dulce, Bishop, Driscoll, Gregory, Port Aransas, Robstown and City of San Patricio); and the Chairman who is appointed by the Board. The principal municipality shall make its appointments to the board so that at least one of the appointees is designated to represent the interests of the transportation disadvantaged (elderly, persons with disabilities or low-income individual.) The statute does not mandate that this Board member be transportation disadvantaged. If the Chairman is from the membership, the entity that appointed that person will appoint a replacement. Terms shall be for two years; members may serve up to eight consecutive years as stated by State Law. The State Sunset Committee suggests that the appointing bodies should consider the appointment of a regular rider of the transit system. A member of the board must be a qualified voter residing in the authority. The Corpus Christi Regional Transportation Authority operates and provides for a public transportation system for Nueces County and the cities included in the Authority. 6-23-2020 Name District Term Appt. date End date Appointing Authority Position Status Category Attendance Glenn Martin 3 10/14/2015 9/30/2021 Committee of Mayors Active Mayor of other Cities Mike Reeves District 1 3 11/5/2014 9/30/2021 Committee of Mayors Vice-Chair Active Mayor of other Cities Edward Martinez District 2 3 3/24/2015 1/3/2022 Corpus Christi Regional Transportation Chair Active Regional Transportation Authority 6-23-2020 Name District Raynaldo De Los Santos Jr.District 5 Jacob W Dryden District 4 Erica M Maymi District 5 Peter G Melve District 4 Eloy H Salazar District 5 Lynn A Valley District 1 CORPUS CHRISTI REGIONAL TRANSPORTATION AUTHORITY Applicants DATE: May 5, 2020 TO: Peter Zanoni, City Manager FROM: Al Raymond, AIA, Director Development Services Department AlRaymond@cctexas.com (361) 826-3575 CAPTION: Zoning Case No. 0420-03, Covenant Baptist Church (District 5). Ordinance rezoning property at or near 7001 Williams Drive from the “RS-6” Single-Family 6 District to the “CN-1” Neighborhood Commercial District. SUMMARY: The purpose of the zoning request is to allow for the construction of medical offices. BACKGROUND AND FINDINGS: The subject property is 2.75 acres in size. The subject property is currently zoned “RS-6” Single- Family 6 District and consists of the former Covenant Baptist Church constructed in 1960 according to the Nueces County Appraisal District. The applicant would like to rezone in order to construct medical offices. Conformity to City Policy The subject property is located within the boundaries of the Southside Area Development Plan and is planned for a medium density residential use. The proposed rezoning to the “CN-1” Neighborhood Commercial is consistent with the adopted Comprehensive Plan (Plan CC), warrants an amendment to the Future Land Use Map, is compatible with surrounding uses, and does not have a negative impact upon the adjacent properties. The subject property is located in close proximity to the intersection of Rodd Field Road and Williams Drive which is a significant commercial node. The major use is Bay Area Hospital and Medical Center. Public Input Process Number of Notices Mailed 22 within 200-foot notification area 4 outside notification area As of April 24, 2020: In Favor In Opposition Rezoning a property at or near 7001 Williams Drive AGENDA MEMORANDUM Public Hearing & First Reading Ordinance for the City Council Meeting 06/16/20 Second Reading Ordinance for the City Council Meeting 06/23/20 0 inside notification area 0 outside notification area 0 inside notification area 0 outside notification area Totaling 0.00% of the land within the 200-foot notification area in opposition. Commission Recommendation Planning Commission recommended approval of the change of zoning from the “RS-6” Single- Family 6 District to the “CN-1” Neighborhood Commercial District on April 29, 2020. ALTERNATIVES: 1. Denial of the change of zoning from the “RS-6” Single-Family 6 District to the “CN-1” Neighborhood Commercial District. FISCAL IMPACT: There is no fiscal impact associated with this item. RECOMMENDATION: Staff recommends approval of the zoning request. Planning Commission recommended approval of the change of zoning from the “RS-6” Single- Family 6 District to the “CN-1” Neighborhood Commercial District with following vote count. Vote Count: For: 9 Opposed: 0 Absent: 0 Abstained: 0 LIST OF SUPPORTING DOCUMENTS: Ordinance Presentation - Aerial Map Planning Commission Final Report Zoning Case No. 0420-03, Covenant Baptist Church (District 5). Ordinance rezoning property at or near 7001 Williams Drive from the “RS-6” Single-Family 6 District to the “CN-1” Neighborhood Commercial District. WHEREAS, with proper notice to the public, a public hearing was held during a meeting of the Planning Commission during which all interested persons were allowed to appear and be heard; WHEREAS, the Planning Commission has forwarded to the City Council its final report and recommendation regarding the application for an amendment to the City of Corpus Christi’s Unified Development Code (“UDC”) and corresponding UDC Zoning Map; WHEREAS, with proper notice to the public, a public hearing was held during a meeting of the City Council, during which all interested persons were allowed to appear and be heard; WHEREAS, the City Council has determined that this rezoning is not detrimental to the public health, safety, or general welfare of the City of Corpus Christi and its citizens; and WHEREAS, the City Council finds that this rezoning will promote the best and most orderly development of the properties affected thereby, and to be affected thereby, in the City of Corpus Christi. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: SECTION 1. The Unified Development Code (“UDC”) and corresponding UDC Zoning Map of the City of Corpus Christi, Texas is amended by changing the zoning on the subject property described as Lot 17B, Block 2, Lakeview Acres as shown in Exhibit “A”: from the “RS-6” Single-Family 6 District to the “CN-1” Neighborhood Commercial District. The subject property is located at or near 7001 Williams Drive. Exhibit A, which is a map of the subject property, is attached to and incorporated in this ordinance. SECTION 2. The UDC and corresponding UDC Zoning Map of the City, made effective July 1, 2011 and as amended from time to time, except as changed by this ordinance, both remain in full force and effect including the penalties for violations as made and provided for in Article 10 of the UDC. SECTION 3. To the extent this amendment to the UDC represents a deviation from the City’s Comprehensive Plan, the Comprehensive Plan is amended to conform to the UDC, as it is amended by this ordinance. Page 2 of 4 SECTION 4. All ordinances or parts of ordinances specifically pertaining to the zoning of the subject property that are in conflict with this ordinance are hereby expressly repealed. SECTION 5. A violation of this ordinance, or requirements implemented under this ordinance, constitutes an offense punishable as provided in Article 1, Section 1.10.1 of the UDC, Article 10 of the UDC, and/or Section 1-6 of the Corpus Christi Code of Ordinances. SECTION 6. Publication shall be made in the official publication of the City of Corpus Christi as required by the City Charter of the City of Corpus Christi. SECTION 7. This ordinance shall become effective upon publication. Page 3 of 4 That the foregoing ordinance was read for the first time and passed to its second reading on this the _____ day of ___________, 2020, by the following vote: Joe McComb ________________ Michael Hunter______________ Roland Barrera ________________ Ben Molina ______________ Rudy Garza ________________ Everett Roy ______________ Paulette M. Guajardo ________________ Greg Smith ______________ Gil Hernandez ________________ That the foregoing ordinance was read for the second time and passed finally on this the _____ day of __________ 2020, by the following vote: Joe McComb ________________ Michael Hunter______________ Roland Barrera ________________ Ben Molina ______________ Rudy Garza ________________ Everett Roy ______________ Paulette M. Guajardo ________________ Greg Smith ______________ Gil Hernandez ________________ PASSED AND APPROVED on this the ______ day of _________________, 2020. ATTEST: _________________________ ________________________ Rebecca Huerta Joe McComb City Secretary Mayor Page 4 of 4 Exhibit A PLANNING COMMISSION FINAL REPORT Case No. 0420-03 INFOR No. 20ZN1011 Planning Commission Hearing Date: April 29, 2020 Applicant & Legal Description Owner: Covenant Baptist Church Applicant: The Clower Company Location Address: 7001 Williams Drive Legal Description: Lot 17B, Block 2, Lakeview Acres, located along the south side of Williams Drive, east of Nile Drive, and west of Rodd Field Road. Zoning Request From: “RS-6” Single-Family 6 District To: “CN-1” Neighborhood Commercial District Area: 2.75 acres Purpose of Request: To allow for the construction of medical offices. Existing Zoning and Land Uses Existing Zoning District Existing Land Use Future Land Use Site “RS-6” Single-Family 6 Public/Semi-Public High Density Residential North “CG-2” General Commercial Public/Semi-Public Institution South “RS-6” Single-Family 6 Estate Residential Low Density Residential East “CN-1” Neighborhood Commercial Vacant Medium Density Residential West “RS-6” Single-Family 6 Low Density Residential Medium Density Residential ADP, Map & Violations Area Development Plan: The subject property is located within the boundaries of the Southside Area Development Plan and is planned for a high density residential use. The proposed rezoning to the “CN-1” Neighborhood Commercial District is consistent with the adopted Comprehensive Plan (Plan CC) and warrants an amendment to the Future Land Use Map. Map No.: 040034 City Council District: 5 Zoning Violations: None Transportation Transportation and Circulation: The subject property has approximately 300 feet of street frontage along Williams Drive which is designated as a “C3” Primary Collector Street. According to the Urban Transportation Plan, “C3” Primary Collector Streets can convey a capacity between 4,000 to 8,500 Average Daily Trips (ADT). Staff Report Page 2 Street R.O.W. Street Urban Transportation Plan Type Proposed Section Existing Section Traffic Volume Williams Drive “C3” Primary Collector 75’ ROW 50’ paved 108’ ROW 45’ paved N/A Staff Summary: Requested Zoning: The applicant is requesting a rezoning from the “RS-6” Single- Family 6 District to the “CN-1” Neighborhood Commercial District to allow for the construction of medical offices. Development Plan: The subject property is 2.75 acres in size. The applicant has not submitted any specific plans concerning the medical offices. Existing Land Uses & Zoning: The subject property is currently zoned “RS-6” Single- Family 6 District, consists of the former Covenant Baptist Church constructed in 1960 according to the Nueces County Appraisal District. The property was annexed in 1962. To the north across Williams Drive is Bay Area Hospital and Medical Center zoned “CG- 2” General Commercial District. To the south are large tract single-family homes zoned “RS-6” Single-Family 6 District. To the east is a vacant property and a medical office zoned “CN-1” Neighborhood Commercial District. To the west are traditional single-family homes zoned “RS-6” Single-Family 6 District. AICUZ: The subject property is not located in one of the Navy’s Air Installation Compatibility Use Zones (AICUZ). Plat Status: The property is platted. Utilities: Water: 6-inch C900 line located along Williams Drive. Wastewater: 12-inch VCP line located along the eastern property line. Gas: 2-inch Service Line located along the eastern property line. Storm Water: 7x7 line located along Williams Drive. Plan CC & Area Development Plan Consistency: The subject property is located within the boundaries of the Southside Area Development Plan and is planned for a medium density residential use. The proposed rezoning to the “CN-1” Neighborhood Commercial is consistent with the adopted Comprehensive Plan (Plan CC) and warrants an amendment to the Future Land Use Map. The following policies should be considered: • Encourage orderly growth of new residential, commercial, and industrial areas (Future Land Use, Zoning, and Urban Design Policy Statement 1). • Promote a balanced mix of land uses to accommodate continuous growth and promote the proper location of land uses based on compatibility, locational needs, and characteristics of each use (Future Land Use, Zoning, and Urban Design Policy Statement 1). Staff Report Page 3 • Promote interconnected neighborhoods with appropriate transitions between lower-intensity and higher-intensity land uses. (Future Land Use, Zoning, and Urban Design Policy Statement 3). Department Comments: • The proposed rezoning is consistent with the adopted Comprehensive Plan (Plan CC), compatible with the surrounding uses, and does not have a negative impact upon adjacent properties. • The subject property is located in close proximity to the intersection of Rodd Field Road and Williams Drive which is a significant commercial node. The major use is Bay Area Hospital and Medical Center. • If the “CN-1” Neighborhood Commercial District is approved, the development will need to abide all requirements of the Unified Development Code (UDC). Additionally, the “CN-1” District does not allow bars, pubs, taverns, or nightclubs. Planning Commission and Staff Recommendation (April 29, 2020): Approval of the change of zoning from the “RS-6” Single-Family 6 District to the “CN-1” Neighborhood Commercial District. Public Notification Number of Notices Mailed – 22 within 200-foot notification area 4 outside notification area As of April 24, 2020: In Favor – 0 inside notification area – 0 outside notification area In Opposition – 0 inside notification area – 0 outside notification area Totaling 0.00% of the land within the 200-foot notification area in opposition. Attachments: A. Location Map (Existing Zoning & Notice Area) B. Public Comments Received (if any) https://corpuschristi.sharepoint.com/sites/DevelopmentServices/DevelopmentSvcs/SHARED/ZONING CASES/2020/0420-03 Covenant Baptist Church/Council Documents/Report - Covenant Baptist Church.docx Staff Report Page 4 Covenant Baptist Church Rezoning for a Property at 7001 Williams Drive From “RS-6” To “CN-1” Zoning Case #0420-03 N City Council June 16, 2020 2 Aerial Overview 3 Zoning Pattern 4 Planning Commission and Staff Recommendation Approval of the “CN-1” Neighborhood Commercial District 5 Public Notification 22 Notices mailed inside 200’ buffer 4 Notices mailed outside 200’ buffer Notification Area Opposed: 0 (0.00%) In Favor: 0 6 UDC Requirements Buffer Yards: CN-1 to RS-6: Type B: 10’ & 10 pts. Setbacks: Street: 20 feet Side & Rear: 10 feet Parking: 1:225 GFA Landscaping, Screening, and Lighting Standards Uses Allowed: Retail, Offices, Multifamily *Bars/Nightclubs Not Allowed in “CN-1” 7 Utilities Water: 6-inch C900 Wastewater: 12-inch VCP Gas: 2-inch service line Storm Water: 7x7-Line. DATE: May 18, 2020 TO: Peter Zanoni, City Manager FROM: Al Raymond, Director, Development Services AlRaymond@cctexas.com (361) 826 - 3575 CAPTION: Ordinance authorizing Developer Participation Agreement with MPM Development, LP, to reimburse developer up to $874,000 for oversizing required for a master planned water grid main; authorizing Water Grid Main, Water Distribution Main, Wastewater Trunk Main, and Wastewater Collection Line Extension Construction Reimbursement Agreements with MPM Development, LP to install grid mains, water distribution mains, wastewater trunk main, and wastewater collection lines for a planned residential subdivision with completion within 18 months; appropriating $154,126.23 from the Water Arterial Transmission & Grid Main Trust Fund, $16,673.25 from the Water Distribution Main Trust Fund, $75,706.88 from the Sanitary Sewer Trunk System Main Trust Fund, and $45,607.42 from the Sanitary Sewer Collection Line Trust Fund to reimburse the developer per the agreements. (District 3) SUMMARY: MPM Development, LP is required to install a 16-inch and a 12-inch master planned grid main line extension and an 8-inch water distribution main to serve a planned subdivision named Kings Landing Unit 1. The new waterlines, when connected, will create a looped water system within the subdivision and complete a master planned grid main loop improving water service in this area of the City and the surrounding properties in the ETJ. A water master planned amendment for this area was approved by City Council on March 7, 2020 The developer is also required to extend a master planned 18-inch wastewater trunk main line and a 12-inch wastewater collection line. The wastewater lines will connect to the master planned wastewater trunk main line located on the eastside of the development. Both wastewater lines are required in order to provide wastewater service for the planned residential subdivision. A wastewater masterplan amendment for the planned subdivision property was approved by City Council on January 28, 2020. Agreements and appropriating funds for MPM Development, LP for a Participation Agreement, and Reimbursement Agreements AGENDA MEMORANDUM First Reading Ordinance for the City Council Meeting of June 16, 2020 Second Reading Ordinance for the City Council Meeting of June 23, 2020 BACKGROUND AND FINDINGS: MPM Development, LP has proposed to develop a planned residential subdivision named Kings Landing that will be constructed within City limits located along FM-43, south of the Oso Creek and west of CR-33. The planned subdivision build out will total approximately 1445 single-family homes and several store front businesses including a church. The Developer plans to install 5665 linear-feet of 16-inch water grid main line at the City’s request to comply with the recent water master plan amendment for that area that upsized the grid main from a 12-inch line to a 16-inch line. A master plan amendment was brought forth by staff, and was approved by Council on February 2020, that upsized the water line from a 12-inch line to a 16-inch line and added more than 3700 linear-feet of new grid main line to the water master plan. The new grid main line will complete the master planned water supply grid loop for that area. The new line will connect to the existing grid main line along FM-43 and will run north through the subdivision along the proposed street named Iron Throne Drive, and then east along Drogon Street connecting to the newly installed 16-inch grid main line located along CR-33. 376 linear-feet of master planned 12-inch water grid main line will also be installed and will extend north along Iron Throne Drive and tie into the new grid main being installed along Drogon Drive. The plans also include the installation of 356 linear-feet of 8-inch water distribution main line that will enter the east side of the subdivision through a dedicated utility easement. The proposed waterlines will be connected by the internal network of distribution lines within the subdivision and will create a looped system that will meet water distribution and fire suppression requirements. The developer also plans to install 351 linear-feet of 18-inch wastewater trunk line per the wastewater masterplan. The trunk main line extension will connect, via a dedicated utility easement, to the existing master planned wastewater trunk main line located on the east side of the planned subdivision property. The plans include the installation of 1,682 linear-feet of 12-inch wastewater collection line. This line will connect to the trunk main extension and will run south on the eastside of the proposed subdivision along a dedicated public right-of-way in order to provide wastewater service to the southern section of the planned subdivision phase. The two wastewater lines are required in order to provide wastewater service to the planned residential subdivision. City Council gave direction to staff at the August 13, 2019 meeting to reexamine the trust funds and to provide recommendations on policies that govern the priority, order, reimbursement rate and fees charged by the trust funds. City Council directed staff return within 75 days and present their recommendations. Staff conducted detailed research into the trust funds and briefed Council on their background, history and their current operational status as well as briefed Council on the update to the 2019 Alternative Utility Financing Study which ultimately recommended transitioning from trust funds to impact fees. Staff is working with procurement to issue an RFQ to provide Master Plans for the City’s water, wastewater, stormwater and roadways infrastructure and to provide an Impact Fee Study. The RFQ should be out before the end of July 2020. ALTERNATIVES: An alternative to the applicant’s request could be to identify the master planned line extensions as vital infrastructure to be installed as part of a capital improvement project or other means of funding, like the establishment of a public improvement taxing district (PID) or impact fees to fund the installation of master planned utilities infrastructure in this area. Then allow the developer to utilize the trust fund to offset the cost of the offsite water distribution and collection lines. This alternative may delay this project in the short-term but could establish a viable long-term funding option for the installation of new water and wastewater utilities infrastructure within the City Limits and the ETJ. FISCAL IMPACT: The total requested reimbursement amount for the participation agreement and reimbursement agreements is $1,166,113,78: $874,000.00 from 4010 Water Operating Fund, $154,126.23 from the Water Arterial Grid Main Trust Fund, $16,673.25 from the Water Distribution Main Trust Fund, $75,706.88 from the Sanitary Sewer Trunk Main Trust Fund, and $45,607.42 from the Sanitary Sewer Collection Line Trust Fund. This project will nearly exhaust the four Trust Funds, leaving them with an approximate balance of $50,000 as of April 30, 2020. The expenditures for this project are a one-time cost and are not associated with any other projects. The Utility Trust Funds receive monthly deposits generated from Lot and Acreage Fees, Pro-rata Fees and Surcharge Fees that are charged during the platting process. Over time the fees collected and deposited will replenish the Trust Funds and enable other developer-initiated water and wastewater infrastructure projects to be reimbursed. Funding Detail: Fund: 4010 Water Fund Organization/Activity: 30000 Water Operating Fund Mission Element: 041 Project # (CIP Only): N/A Account: 540450 Reimbursement to Developers Fund: 4030 Water Arterial Transmission & Grid Main Trust Fund Organization/Activity: 21805 Water Arterial Transmission & Grid Main Trust Mission Element: N/A Project # (CIP Only): N/A Account: 209010 Arter Trans & Grid Main Fund: 4030 Water Distribution Main Trust Fund Organization/Activity: 21806 Water Distribution Main Trust Mission Element: N/A Project # (CIP Only): N/A Account: 209020 Dist-Main Extension Fund: 4220 Sanitary Sewer Trunk Main Trust Fund Organization/Activity: 21800 Sanitary Trunk Main Trust Mission Element: N/A Project# (CIP Only): N/A Account: 250410 Rstr Sanit swr trnk systm trst Fund: 4220 Sanitary Sewer Collection Line Trust Fund Organization/Activity: 21801 Sanitary Sewer Collection Line Trust Mission Element: N/A Project# (CIP Only): N/A Account: 250420 Rstr Swr collection line trust RECOMMENDATION: The request is in accordance with Texas Local Government Code Sec 212.071 and UDC Sections 8.5.1 Water Trust Fund and 8.5.2 Wastewater Trust Fund and the water and wastewater masterplans. The installation of the public utilities will extend water and wastewater service to the newly annexed subdivision property and extend master planned water and wastewater lines. The proposed public utilities will help foster the development of this recently annexed property and the surrounding area within the Corpus Christi ETJ. Staff recommends approval of the applicant’s request. LIST OF SUPPORTING DOCUMENTS: Ordinance (with agreements) Presentation Location Map Ordinance authorizing Developer Participation Agreement with MPM Development, LP, to reimburse developer up to $874,000 for oversizing required for a master planned water grid main; authorizing Water Grid Main, Water Distribution Main, Wastewater Trunk Main, and Wastewater Collection Line Extension Construction Reimbursement Agreements with MPM Development, LP to install grid mains, water distribution mains, wastewater trunk main, and wastewater collection lines for a planned residential subdivision with completion within 18 months; appropriating $154,126.23 from the Water Arterial Transmission & Grid Main Trust Fund, $16,673.25 from the Water Distribution Main Trust Fund, $75,706.88 from the Sanitary Sewer Trunk System Main Trust Fund, and $45,607.42 from the Sanitary Sewer Collection Line Trust Fund to reimburse the developer per the agreements. WHEREAS, City Ordinance 032063 amended the City’s Water Distribution System Master Water Plan for South of Oso Creek to provide a new alignment of the 16” Grid Main located on County Road 33 requiring oversizing for Kings Landing subdivision; WHEREAS, it is in the best interests of the City to have the water distribution system infrastructure installed by the Developer in conjunction with the Owner's final Plat; WHEREAS, Section 212.071 of the Texas Local Government Code authorizes a municipality to make a contract with a developer of a subdivision or land in the municipality to construct public improvements related to the subdivision or land; WHEREAS, under the UDC, the Developer is eligible for reimbursement of the Developer's costs for the construction of the sanitary sewer trunk main line, water arterial and grid main line, wastewater collection line and water distribution line; WHEREAS, the Developer has submitted an application for reimbursement of the costs for installing the Trunk Main Line, Collection Line, Water Grid Main; and Distribution Line; and WHEREAS, it is to the best interest of the City that the wastewater trunk main line, water arterial and grid main line, wastewater collection line and water distribution line be constructed to its ultimate capacity under the City’s applicable Master Plan; BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: SECTION 1. The City Manager or designee is authorized to execute a developer participation agreement (“Agreement”) with MPM Development, LP, (“Developer”), for the City’s participation of the cost to construct the 16-inch Master Planned Water Arterial Transmission and Grid Main Line in order to complete the Grid Main Loop, between CR-33 and FM-43, in accordance with the adopted Water Master Plan South of Oso Creek, Corpus Christi, Nueces County, Texas. SECTION 2. Funding in the amount of $874,000.00 is appropriated from the No.4010- 21805 Water Fund; SECTION 3 . The City Manager or designee is authorized to execute a Water Arterial Transmission and Grid Main Construction and Reimbursement Agreement, Distribution Main Line Construction and Reimbursement Agreement, Wastewater Trunk Main Line Construction Reimbursement Agreement, and Wastewater Collection Line Extension Construction and Reimbursement Agreement attached hereto, with MPM Development, LP for the construction and installation of a 16-inch and a 12-inch water transmission and grid main line, a 8-inch water distribution main line, a 18-inch wastewater trunk main line, and a 12-inch wastewater collection line, for the development of the platted property known as Kings Landing, Corpus Christi, Texas. SECTION 4. Funding in the amount of $154,126.23 is appropriated from the No.4030- 21805 Water Arterial Transmission and Grid Main Trust, and $16,673.25 is appropriated from the No. 4030-21806 Water Distribution Main Trust Fund, $75,706.88 is appropriated from the No.4220-21800 Sanitary Sewer System Trunk Main Trust Fund and $45,607.42 is appropriated from the No. 4220-21801 Sanitary Sewer Collection Line Trust Fund, to reimburse the Developer for the construction of a 16-inch and a 12-inch water transmission and grid main line, a 8-inch water distribution main line, a 18-inch wastewater trunk main line, and a 12-inch wastewater collection line, and construction improvements in accordance with the Agreements. 3 That the foregoing ordinance was read for the first time and passed to its second reading on this the _____ day of ___________, 2020, by the following vote: Joe McComb ________________ Michael Hunter______________ Roland Barrera ________________ Ben Molina ______________ Rudy Garza ________________ Everett Roy ______________ Paulette M. Guajardo ________________ Greg Smith ______________ Gil Hernandez ________________ That the foregoing ordinance was read for the second time and passed finally on this the _____ day of __________ 2020, by the following vote: Joe McComb ________________ Michael Hunter______________ Roland Barrera ________________ Ben Molina ______________ Rudy Garza ________________ Everett Roy ______________ Paulette M. Guajardo ________________ Greg Smith ______________ Gil Hernandez ________________ PASSED AND APPROVED on this the ______ day of _________________, 2020. ATTEST: _________________________ ________________________ Rebecca Huerta Joe McComb City Secretary Mayor PARTICIPATION AGREEMENT For Oversizing Water Distribution System Per Texas Local Government Code §212.071 This PARTICIPATION AGREEMENT ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipal corporation, acting by and through its City Manager, or designee, and MPM Development LP, ("Developer''), a Texas Limited Partnership. WHEREAS, the Owner owns certain real property located in Corpus Christi, Nueces County, Texas, being a 446.408 acre portion out of Abstract 577, Abstract 579, and Abstract 581, Cuadrilla Irrigation Company (the "Property"), and the Owner desires to develop and plat the Property designated on Exhibit 1 of this Agreement, which exhibit is attached to and incorporated in this Agreement by reference, to be known as Kings Landing ("Plat"); WHEREAS, City Ordinance 032063 amended the City's Water Distribution System Master Water Plan for South of Oso Creek to provide a new alignment of the 16" Grid Main located on County Road 33 requiring oversizing for Kings Landing subdivision; WHEREAS, as a condition of the Plat, the Developer/Owner is required to expand, extend, and construct master planned 16-inch grid main line per the water master plan for south of Oso Creek as depicted on and in accordance with the improvement requirements (the "16-inch Grid Main Line Extension") set forth in Exhibit "2, which exhibit is attached to and incorporated in this Agreement by reference; WHEREAS, it is in the best interests of the City to have the water distribution system infrastructure installed by the Developer in conjunction with the Owner's final Plat; WHEREAS, Section 212.071 of the Texas Local Government Code authorizes a municipality to make a contract with a developer of a subdivision or land in the municipality to construct public improvements related to the subdivision or land; and WHEREAS, this Agreement is made pursuant to Section 212.071 & 212.072 of the Texas Local Government Code. NOW, THEREFORE, in order to provide a coordinated public water distribution system improvement project, the City and the Developer agree as follows: Section 1. RECITALS. The parties agree that the language contained in the preamble of this Agreement is substantive in nature, is incorporated into this Agreement by reference, and has been relied on by both parties in entering into and executing this Agreement. Section 2. DEVELOPER PARTICIPATION. Subject to the terms of this Agreement, the Developer will construct the master planned 16-inch water arterial transmission and grid main line per Exhibit 1 and Exhibit 2 for and on behalf of the City in accordance with the plans and specifications approved in advance of construction by the City Engineer on behalf of the City. The parties acknowledge and confirm the total cost estimate for construction of the 16-inch Grid Main Line Extension, which estimate is attached to and incorporated in this Agreement as Exhibit 3 (the "Cost Estimate"). Subject to the limitations set forth below, the Developer shall pay a portion of the costs of construction of the 16-inch Grid Main Line Extension. Further, subject to the limitations set forth below, the City shall pay the remaining portion of the costs of construction of the 16-inch Grid Main Line Extension, designated as the total amount reimbursable by the City on the Cost Estimate. The Developer will also construct the 16-inch Grid Main Line in Exhibit 1 and 2 in accordance with City Standards. Section 3. CITY PARTICIPATION. The City agrees to reimburse Developer for costs of the 16-inch Grid Main Line Extension in an amount not to exceed $874,000. Section 4. REIMBURSEMENT. The City shall reimburse the Developer a pro rata portion of the City's agreed costs of the 16-inch Grid Main Line monthly, based on the percentage of construction completed less the Developer's pro rata portion and contingent upon submission to the City of an invoice for the work performed. The invoices must be paid by the City no later than thirty (30) days following receipt of each monthly invoice. Such reimbursement will be made payable to the Developer at the address shown in section 14 of this Agreement. Section 5. PERFORMANCE BOND. In accordance with the Texas Local Government Code, the Developer shall execute a performance bond for the construction of the 16-inch Grid Grid Main Line Extension to ensure completion of the project. The bond must be executed by a corporate surety in accordance with Chapter 2253 of the Texas Government Code. The Developer shall submit proof of the required performance bonds to the City. Section 6. INSURANCE. Insurance requirements are as stated in Exhibit 4, the content of which is incorporated by reference into this Agreement as if fully set out here in its entirety. Before performance can begin under this Agreement, the Contractor must deliver a certificate of insurance ("COi"), as proof of the required insurance coverages, to the City's Risk Manager and Development Services Department. Additionally, the COi must state that the City will be given at least 30 days' advance written notice of cancellation, material change in coverage, or intent not to renew any of the policies. The City must be named as an additional insured. The City Attorney must be given copies of all insurance policies within 10 days of the City Manager's written request. Section 7. CONSTRUCTION CONTRACT DOCUMENTS. Developer shall submit standard construction contract documents to the Director of Development Services for review and approval in advance of beginning any construction of the 16-inch Grid Main Line Extension. Section 8. INSPECTIONS. Throughout construction, the City shall conduct periodic inspections and either approve the progress of the 16-inch Grid Main Line Extension or promptly notify the Developer of any defect, deficiency, or other non-approved condition in the progress of the 16-inch Grid Main Line Extension. Section 9. WARRANTY. The Developer shall fully warranty the workmanship and construction of the 16-inch Grid Main Line Extension for a period of one year from and after the date of acceptance of the improvements by the Director of Engineering Services. Section 10. INDEMNIFICATION. Page 2 of 9 DEVELOPER COVENANTS TO FULLY INDEMNIFY, SAVE AND HOLD HARMLESS THE CITY OF CORPUS CHRISTI, ITS OFFICERS, EMPLOYEES, AND AGENTS, ("INDEMNITEES") AGAINST ANY AND ALL LIABILITY, DAMAGE, LOSS, CLAIMS, DEMANDS, SUITS, AND CAUSES OF ACTION OF ANY NATURE WHATSOEVER ASSERTED AGAINST OR RECOVERED FROM INDEMNITEES ON ACCOUNT OF INJURY OR DAMAGE TO PERSON INCLUDING, WITHOUT LIMITATION ON THE FOREGOING, WORKERS' COMPENSATION AND DEATH CLAIMS, OR PROPERTY LOSS OR DAMAGE OF ANY OTHER KIND WHATSOEVER, TO THE EXTENT ANY INJURY, DAMAGE, OR LOSS MAY BE INCIDENT TO, ARISE OUT OF, BE CAUSED BY, OR BE IN ANY WAY CONNECTED WITH, EITHER PROXIMATELY OR REMOTELY, WHOLLY OR IN PART, THE CONSTRUCTION, INSTALLATION, EXISTENCE, OPERATION, USE, MAINTENANCE, REPAIR, RESTORATION, OR REMOVAL OF THE PUBLIC IMPROVEMENTS ASSOCIATED WITH THE PLATIING AND CONSTRUCTION OF THE 16-INCH GRID MAIN LINE EXTENSION DURING THE PERIOD OF CONSTRUCTION, INCLUDING THE INJURY, LOSS, OR DAMAGE CAUSED BY THE CONTRIBUTORY NEGLIGENCE OF THE INDEMNITEES OR ANY OF THEM, REGARDLESS OF WHETHER THE INJURY, DAMAGE, LOSS, VIOLATION, EXERCISE OF RIGHTS, ACT, OR OMISSION IS CAUSED OR IS CLAIMED TO BE CAUSED BY THE CONTRIBUTING OR CONCURRENT NEGLIGENCE OF INDEMNITEES, OR ANY OF THEM, BUT NOT IF CAUSED BY THE SOLE NEGLIGENCE OF INDEMNITEES, OR ANY OF THEM, UNMIXED WITH THE FAULT OF ANY OTHER PERSON OR ENTITY, AND INCLUDING ALL EXPENSES OF LITIGATION, COURT COSTS, AND ATTORNEYS FEES WHICH ARISE, OR ARE CLAIMED TO ARISE, OUT OF OR IN CONNECTION WITH THE ASSERTED OR RECOVERED INCIDENT. THIS INDEMNITY SURVIVES TERMINATION OF THIS AGREEMENT. Section 11. DEFAULT. The following events shall constitute default: 1. Developer fails to submit plans and specifications for the 16-inch Grid Main Line Extension to the Executive Director of Public Works in advance of construction. 2. Developer does not reasonably pursue construction of the 16-inch Grid Main Line Extension under the approved plans and specifications. 3. Developer fails to complete construction of the 16-inch Grid Main Line Extension, under the approved plans and specifications, on or before the expiration of 18 calendar months measured from the date this document is executed by the City. 4. Either the City or the Developer otherwise fails to comply with its duties or obligations under this Agreement. Page 3 of 9 Section 12 NOTICE AND CURE. 1. In the event of a default by either party under this Agreement, the non-defaulting party shall deliver notice of the default, in writing, to the defaulting party stating, in sufficient detail, the nature of the default and the requirements to cure such default. 2. After delivery of the default notice, the defaulting party has 15 days from the delivery of the default notice ("Cure Period"} to cure the default. 3. In the event the default is not cured by the defaulting party within the Cure Period, then the non-defaulting party may pursue its remedies in this section. 4. Should the Developer fail to perform any obligation or duty of this Agreement, the City shall give notice to the Developer, at the address stated in section 14, of the need to perform the obligation or duty and, should the Developer fail to perform the required obligation or duty within 15 days of receipt of the notice, the City may perform the obligation or duty, charging the cost of such performance to the Developer. 5. In the event of an uncured default by the Developer, after the appropriate notice and Cure Period, the City has all its common law remedies and the City may: a. Terminate this Agreement after the required notice and opportunity to cure the default; b. Refuse to record a related plat or issue any certificate of occupancy for any structure to be served by the project; and/or c. Perform any obligation or duty of the Developer under this Agreement and charge the cost of such performance to the Developer. The Developer shall pay to the City the reasonable and necessary cost of the performance within 30 days from the date the Developer receives notice of the cost of performance. In the event the Developer pays the City under the preceding sentence and is not otherwise in default under this Agreement, then the Agreement shall be considered in effect and no longer in default. 6. In the event of an uncured default by the City after the appropriate notice and Cure Period, the Developer has all its remedies at law or in equity for such default. Section 13. FORCE MAJEURE. 1. The term "force majeure" as employed in this Agreement means and refers to acts of God; strikes, lockouts, or other industrial disturbances; acts of a public enemy; insur- rections; riots; epidemics; landslides; lightning; earthquakes; fires; hurricanes; storms; floods; washouts; droughts; arrests; civil disturbances; explosions; or other causes not reasonably within the control of the party claiming the inability. 2. If, by reason of force majeure, either party is rendered wholly or partially unable to carry out its obligations under this Agreement, then the party claiming force majeure shall give written notice of the full particulars of the force majeure to the other party within 10 Page4 of9 days after the occurrence or waive the right to claim it as a justifiable reason for delay. The obligations of the party giving the required notice, to the extent affected by the force majeure, are suspended during the continuance of the inability claimed but for no longer period, and the party shall endeavor to remove or overcome such inability with all reasonable dispatch. Section 14. NOTICES. 1. Any notice or other communication required or permitted to be given under this Agreement must be given to the other party in writing at the following address: If to the City: City of Corpus Christi Attn: Director, Development Services 2406 Leopard Street I 78401 P.O. Box 9277/78469-9277 Corpus Christi, Texas with a copy to: City of Corpus Christi If to the Developer: MPM Development, L.P. Attn: Moses Mostaghasi PO Box 331308 Corpus Christi, Tx 78401 Attn: Asst. City Manager, Business Support Services 1201 Leopard Street I 78401 P. 0. Box 9277 I 78469-9277 Corpus Christi, Texas 2. Notice must be made by United States Postal Service, First Class mail, certified, return receipt requested, postage prepaid; by a commercial delivery service that provides proof of delivery, delivery prepaid; or by personal delivery. 3. Either party may change the address for notices by giving notice of the change, in accordance with the provisions of this section, within five business days of the change. Section 15. PROJECT CONTRACTS. Developer's contracts with the professional engineer for the preparation of the plans and specifications for the construction of the 16-inch Grid Main Line Extension, contracts for testing services, and contracts with the contractor for the construction of the 16-inch Grid Main Line Extension must provide that the City is a third party beneficiary of each contract. Section 16. DISCLOSURE OF INTEREST. In compliance with City of Corpus Christi Ordinance No. 17112, the Developer agrees to complete the Disclosure of Interests form attached to this Agreement and incorporated by reference as Exhibit 5. Section 17. CERTIFICATE OF INTERESTED PARTIES. Developer agrees to comply with Texas Government Code section 2252.908 and complete Form 1295 Certificate of Interested Parties as part of this agreement. Form 1295 requires disclosure of "interested parties" with respect to entities that enter contracts with cities. These interested parties include: Page 5 of 9 (1) persons with a "controlling interest" in the entity, which includes: a. an ownership interest or participating interest in a business entity by virtue of units, percentage, shares, stock or otherwise that exceeds 10 percent; b. membership on the board of directors or other governing body of a business entity of which the board or other governing body is composed of not more than 10 members; or c. service as an officer of a business entity that has four or fewer officers, or service as one of the four officers most highly compensated by a business entity that has more than four officers. (2) a person who actively participates in facilitating a contract or negotiating the terms of a contract with a governmental entity or state agency, including a broker, intermediary, adviser or attorney for the business entity. Form 1295 must be electronically filed with the Texas Ethics Commission at https://www.ethics.state.tx.us/whatsnew/elf info form1295.htm. The form must then be printed, signed, notarized and filed with the City. For more information, please review the Texas Ethics Commission Rules at https://www.ethics.state.tx.us/legal/ch46.html. Section 18. CONFLICT OF INTEREST. Developer agrees to comply with Chapter 176 of the Texas Local Government Code and file Form CIQ with the City Secretary's Office, if required. For more information and to determine if you need to file a Form CIQ, please review the information on the City Secretary's website at http://www.cctexas.com/government/city- secretary/conflict-disclosure/index Section 19. SEVERABILITY. The provisions of this Agreement are severable and, if any provision of this Agreement is held to be invalid for any reason by a court or agency of competent jurisdiction, the remainder of this Agreement shall not be affected and this Agreement shall be construed as if the invalid portion had never been contained herein. Section 20. COOPERATION. The Parties agree to cooperate at all times in good faith to effectuate the purposes and intent of this Agreement. Section 21. ENTIRE AGREEMENT. Except as otherwise expressly provided herein, this Agreement contains the entire agreement of the Parties regarding the sharing of costs for the Project and supersedes all prior or contemporaneous understandings or representations, whether oral or written, regarding the subject matter hereof. Section 22. AMENDMENTS. Any amendment of this Agreement must be in writing and shall be effective if signed by the authorized representatives of both Parties. Section 23. APPLICABLE LAW: VENUE. This Agreement shall be construed in accordance with Texas law. Venue for any action arising hereunder shall be in Nueces County, Texas. Section 24. AUTHORITY. Each Party represents and warrants that it has the full right, power and authority to execute this Agreement. Page 6 of 9 Section 25. INDEPENDENT CONTRACTOR. Developer covenants and agrees that it is an independent contractor, and not an officer, agent, servant or employee of City; that Developer shall have exclusive control of and exclusive right to control the details of the work performed hereunder and all persons performing same, and shall be liable for the acts and omissions of its officers, agents, employees, contractors, subcontractors and consultants; that the doctrine of respondeat superior shall not apply as between City and Developer, its officers, agents, employees, contractors, subcontractors and consultants, and nothing herein shall be construed as creating a partnership or joint enterprise between City and Developer. Section 26. NON-APPROPRIATION. The continuation of this Agreement after the close of any fiscal year of the City, which fiscal year ends on September 30th annually, is subject to appropriations and budget approval specifically covering this Agreement as an expenditure in said budget, and it is within the sole discretion of the City's City Council to determine whether or not to fund this Agreement. The City does not represent that this budget item will be adopted, as said determination is within the City Council's sole discretion when adopting each budget. Section 27. TERM. This Agreement becomes effective, is binding upon, and inures to the benefit of the City and the Developer from and after the date of the last signatory to this Agreement. This Agreement expires 18 calendar months from the date this document is executed by the City, unless terminated earlier in accordance with the provisions of this Agreement. Such expiration date of this Agreement is presently anticipated, but not currently known, to be December 16, 2021. Page 7 of 9 EXECUTED in one original this ___ day of _________ , 2020. ATTEST: Rebecca Huerta City Secretary THE STATE OF TEXAS COUNTY OF NUECES § § § CITY OF CORPUS CHRISTI Al Raymond Ill Director of Development Services This instrument was signed by Rebecca Huerta, City Secretary, for the City of Corpus Christi, Texas, and acknowledged before me on the day of , 2020. Notary Public, State of Texas THE STATE OF TEXAS § § COUNTY OF NUECES § This instrument was signed by Al Raymond Ill, Director of Development Services, for the City of Corpus Christi, Texas, and acknowledged before me on the day of ____ _ 2020. Notary Public, State of Texas APPROVED AS TO FORM: This __ day of ________ , 2020. Assistant City Attorney Buck Brice Page 8 of 9 oses Mostagashi General Partner STATE OF TEXAS COUNTY OF NUECES § § § Date This instrument was acknowledged before me on Mostagashi, MPM Development, LP, General Partner, , .. ::_~~:::·:;;;:;.... CYNTHIA BUENO !~!£.<A IDtl 1178588·3 ~':i,\ ~) *i Notary Public "-..,;.?i--i-t-~l STATE OF TEXAS .......... ~.:............ My Comm. Exp. 11-04-2023 9j , 2020, by Moses behalf of said corporation. Page 9 of9 Exhibit 1 4' WIDE R/C WALK COMPACT BACKFlLL TO 95% STANDARD PROCTOR DENSITY (BOTH SIDES) AND UNDER WALKS (lYP.) 11 • 6~ CRUSHED LIMESTONE BASE TO 2' BEHIND C & G TO MEET REQUIREMENTS OF CITY STANDARD SPECIFlCATION 025223 CRUSHED LIMESTONE FLEXIBLE BASE. COMPACT TO 95% MODIFIED PROCTOR DENSITY AT A MO ISTIJRE CONTENT + /-2% OF OPTl~UM MOISTIJRE 50' STREET ROW 28' 88 SlHEET 2" TY'PE "D~ HMAC ON PRIME COAT @ 0.15 GALLONS PER SQUARE YARD (NO SEPARATE PAY FOR PRIME COAT) H' 14' 1.0' TYP. 5" CROWN FROM CL STREET UP OF GUITTR~ 23 --- 4 ' WIDE R/C WALK (TYPICAL BOTH SIDES) 6' CITY STO. R/C CURB AND GUTTER s• LIME STABILIZED SUBGRADE TO 2' BEHIND C&G BOTH SIDES OF STREET ANO COMPACTED TO 95% STANDARD PROCTOR DENSITY WITHIN +/-TWO PERCEN TAGE POINTS or OPTIMUM MOISTURE. LIME SHAf.1. BE APPLIED AT THE RATE OF 34 LB/SY (TO BE VERIFIED THROUGH GEOTECHNICAL TESTING). 8" THICKNESS BENEATH C&:G mo TO 2' BEHIND C&G " 10' 2% 60' STREET ROW 40' BB STREET 2" lYPE "D " HMAC ON PRIME COAT Cl 0.15 GALLONS PER SQUARE YARD (NO SEPARATE PAY FOR PRIME COAT) 20' 20' 5" CROWN FROM CL STREET U P OF GUTIER~ -- 1.0 '11YP_ 23 - COMPACT BACKFILL TO v==::::====-----7--,----=====-=~J 4' WIDE 95% STANDARD PROCTOR R/C WALK DENSITY (BOTH SIDES) ANO UNDER WALKS (TYP.) (TYP ICAL BOTH SIOES) 6 ' CITY a· CRUSHED LIMESTONE BASE TO 2 1 BEHIND C &: G TO MEET REQUIREMENTS OF CITY STANDARD SPECIFICATION 025223 CRUSHED LIMESTONE FlEXIBLE BASE. COMPACT TO 95% MODIFIED PROCTOR DENSITY AT A MOISTURE CONTENT +/-2X OF OPTIMUM MOISTURE TYPICAL STREET SECT ION STD. R/C CURB AND GUTTER 8"' UME STABILIZED SUBGRADE TO 2' BEHIND C&G BOTH SIDES OF STREET ANO COMPACTED TO 953 STANDARD PROCTOR DENSITY WITHIN + /-TWO PERCENTAGE POINTS OF OPTIMUM MOISTURE. LIME SHALL BE APPLIED AT THE RATE OF 34 LIB/SY (TO BE VERIFIED THROUGH GEOlECHNICAL TESTING). 8" THICKNESS BENEATI-1 C&G ANO TO 2' BEH IND C&G 60' ROW 75' STREET ROW 50' BB STREIT 12.50' 2" lYPE "D" HMAC ON PRIME COAT @ 0.15 GALLONS PER SQUARE YARD (NO SEPARATE PAY FOR PR IME COAT) 12.50' 2% - COMPACT BACKFlLL TO v 95% STANDARD PROCTOR DENSITY (BOTH SIDES) AND UNDER WALKS (lYP.) 25' 6 " CROWN FROM UP OF GUTTER~ - 1 O" CRUSHED LIMESTONE BASE TO 2' BEHIND C & G TO MEET REQUIREMENTS OF CITY STANDARD SPECIFICATION 025223 CRUSHED LIMESTONE FlEXIBUE BASE. COMPACT TO 953 MODIFlEO PROCTOR DENSITY AT A MOISTURE CONTENT +/-23 OF OPTIMUM MOISTURE 25' CL STREET - 1 _0· lYP. 1 23 - 4' WIDE R/C WALK (TYPICAL BOTH SIDES) 6 ' CITY STD. R/C CURB AND GUTTER 12" LIME STABILIZED SUBGRADE TO 2' BEHIND C&G BOTH SIDES OF STREET AND COMPACTED TO 953 STANDARD PROCTOR DENSITY WITHIN +/-TWO PERCENTAGE POINTS OF OPTIMUM MOISTURE. LIME SHALL BE APPLIED AT THE RATE OF 34 LIB/SY (TO BE VER IFIED THROUGH GEOTECHNICAL TESTNG). 8" THICKNESS BENEATH C&G AND TO 2' BEHIND C&G TYP ICA L STREET SECTION 75' ROW TYPICAL STREET SECTION 50' ROW NTS NTS NTS 1. THE SITE IS OCL. PROPOSED ANNEXATION ANO ZONED RS-4.5 AND CN-1. 2. THE RECEMNG WATER FOR THE STORM WATER RUNOFF FROM TH IS PROPERTY IS THE OSO CREEK. THE TCEQ HAS NOT CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO CREEK, BUT IT IS RECOGNIZED AS AN ENVIRONMENTALLY SENSITIVE AREA. THE OSO CREEK FLOWS DIRECTLY INTO THE OSO BAY. THE TCEQ HAS CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO BAY AS "EXCEPTIONAL" ANO "OYSTER WATERS" ANO CATEGORIZED THE RECEIVING WATER AS "CONTACT RECREATION" USE. 3 . THE BASIS OF BEARINGS IS THE STATE OF TEXAS LAMBERr GR ID. SOUTH ZONE. NAO 1983. 4. THE SUBJECT SITE IS DEPICTED IN FEMA MAP 48355C0505G (10/23/15) AND CONTAINS ZONE AE-FLOODWAY AREAS, ZONE AE AREAS WITH ELEVATIONS BETWEEN 26' ANO 27', ZONE X AREAS OF 0.2 PCT ANNUAL CHANCE FLOOD AND ZONE X AREA (NO DES IGNATION). 5. DESCRIPTION OF SITE DRAINAGE: THE ENTIRE SIT£ WILL DRAIN VIA UNDERGROUND PIPES AND DITCHES TO THE OSO CREEK AS SHOWN. 6. THERE ARE NO KNOWN NATURAL WATER BODIES, JURISDICT IONAL WETLANDS, ENDANGERED SPECIES HABfTAT, STATE SUBMERGED LANDS OR CR ITICAL DUNES ON THE SITE. 7. A STORM WATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED WITH THE CONSTRUCTION PLANS FOR ANY PROJECT ONE (1) ACRE OR GREATER OR A STORM WATER POLWTION CONTROL PLAN IF LESS THAN ONE (1) ACRE. 8 . LEGAL DESCRIPTION -SEE RIGHT. NOTES CONTINUm 9 . THIS DEVELOPMENT UEITS THE CITY'S MASTER DRAINAGE PLAN. THE INCREASE IN DISCHARGE RATES, VOLUMES, ANO DURATIONS OF CONCENTRATED AND NON-CONCENTRATED STORMWATER RUNOFF LEAVING THE PROPOSED DEVELOPMENT DUE TO lHE DIVERTED FLOW Will NOT HAVE AN ADVERSE IMPACT (E.G .. SOIL EROSION; SEDIMENTATION; YARD, DWELLING. BUILDING, OR PRIVATE STRUCTURE FLOODING; DURATION OF PONDING WATER; INADEQUATE OVERLAND RELIEF) ON ADJACENT OR DOWNSTREAM PROPERTIES. 10. EACH LOT AREA MUST COMPLY WITH THE APPROPRIATE ZONING DESIGNATION . 11. WATER, WASTEWATER AND PARK FEES SHALL BE PAID PRIOR TO RECORDATION OF THE FlNAL PL.AT. 12. THE TOTAL PLATTED AREA CONTAINS 446.408 ACRES OF LAND INCLU~NG STREET DEDICATIONS. 13. EACH ZONING DISTRICT SHALL CONFORM TO MINIMUM LOT WIDTH (FT.) AND LOT AREA (SF) STANDARDS. 14. THE YARD REQUIREMENT. AS DEPICTED, IS A REQUIREMENT OF THE UNIFlED DEVELOPMENT CODE AND IS SUBJECT TO CHANGE AS THE ZONING MAY CHANGE. 15. STREET CENTER LINES SHALL BE 25' -25' FOR 50' RIGHTS-OF-WAY, .30' -30' FOR 60' RIGHTS-OF-WAY AND 37.5' -37.5' FOR 75' RIGHTS-OF-WAY. 1 6. CONFORMANCE TO THE VIS IBILITY TRIANGLE REQU IREMENTS OF UDC SECTION 4.2.9. TO PREVENT VISION OBSTRUCTIONS AT STREET INTERSECTIONS SHALL BE REQUIRED. 1 7 . ANY ACCESS ONTO FM 43 SHALL HAVE TXOOT APPROVAL 18. NO DRAINAGE FROM TH JS DEVELOPMENT INTO ROW or FM 43. 19. ALL INSIDE STREET CORNER INTERSECTIONS REQUIRE A RADIUS OF A MINIMUM OF 1 O' ON LOCAL RESIDENTIAL STREETS, 15' TO 20' ON COLLECTOR/COMMERCIAL/INDUSTRIAL STREETS AND 20' TO 50' ON ARTER IALS. THE RAD IUS MAY VARY DEPENDING ON THE CIRCUMSTANCES. 20. RESIDENTIAL DRIVEWAY ACCESS PROHIBITED ONTO IRON THORNE DRIVE, DROGON STREET, AND CASTU: BLACK ROAD. 21. AU. DRIVEWAYS TO PUBLIC STREETS WITHIN THE SUBDIVISION SHALL CONFORM TO ACCESS MANAGEMENT STANDARDS OUTLINED IN ARTICLE 7 OF THE UOC. 22. DRIVEWAY ACCESS TO FM43 SHALL CONFORM TO ACCESS MANAGEMENT STANDARDS OF TEXAS DEPARTMENT OF TRANSPORTATION. 23. ALL LOTS AT STREET INTERSECTIONS SHAU. ADHERE TO VIStBIUTY TRIANGLE REQUIREMENTS OF UDC SECTION 4.2.9. LEGAL DESCRIPTION1 A 446. 408 ACRE TRACT or LAND, MORE OR LESS, AND CONSISTING OF• TRACT 1, A 293. 041 ACRE TRACT OF LAND DESCRIBED BY DEED, DOC . NO. 201 9035726, O. R. TRACT 2, A JO. 08 AC. TRACT OF LAND DESCRIBED BY DEED, DOC . NO . 20170108&2, 0. R., AND TRACT 3. A 144. 570 ACRE TRACT OF LAND, BE I NG CALLED 144. 30 ACRE FIRST TRACT, VOL . 1066, P. 140, D.R .• THE ABOVE THREE TRACTS BEING PORTIONS OF ONE OR MORE or SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 1 37, ABSTRACT 579, CERTIFICAT E 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAM E D CUADRILLA I RRIGATION COMPANY, NUECES CO., TX L_~~ I~ [}J {JJ [}?J @ \I§ ~/"{)) ij~I OCT 1 6 2019 M1 PLANNING COMMISSION """- CHK. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO_ 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES_ BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG . NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHR ISTI, TEXAS 784-04- PRELIMINARY PLAT OF KINGS LANDING, CORPUS CHRISTI, NUECES COUNTY, TX PLOT """" 1" -250' PREL SH2 COM. NO, SCALE (H): SAME NONE J OB NO. 18068 """" M> "' Wfl$H 10/8/19 SHEET....1_oF OATE PLOTIED _2_ PUBLIC IMPROVEMENTS TOKING'S LANDING UNIT 1,CORPUS CHRISTI, NUECES COUNTY, TEXASExhibit 3 Q# '"'"" 2EEREEN ST I oo'I 8' PVC J--•_J 1 21 ~ r -, 1 ,__ __ __, ""'le----1~ ---J ~ ~ lf--2_2--1t ---J ~ 1-----1 - 2 3 23 ,__ __ _,~,•e-----1 24 6 26 '" 1---7---i ~ lf----2-7----< 1-----1 ~ lf------1 ' 28 J> 8 ,__ __ __, a ,,__2_9_, 9 " __, lf------1 30 10 31 11 l 1-----i; 32 12 33 13 ,__ __ __, ~ 34 14 ,__ __ __, ~ 35 24 25 26 27 15 ..__l__l__L__j~_,~-=11..-.....,~...,..~,---r~""'l'"~'T"~i""'"'i~"'i"~i""~r"'~r""i~"T~"T~-f~~"lwf.~3~6~f------i~ • ~ '.:! 1 6 JIJ 1----1 22 ,.,--36 -~R;;;HTA;_;;E_:;;G:;:AL~C;,;.T~,;,!"~'-,,,,,,""';-bji'1-5 6 7 11 12 13 14 l 5 '"l----L--_j Ci! 1 2 3 4 8 9 10 16 §~"~· 37 1 7 ~ 37 21 a"--19 • 0 '1 \;: ,.__a _ _, '" 1 s 1 7 16 15 l~_J__L__L_L_L_J_ _ _i_:12J=--_J_____J _ _J_ _ _J__--'-:-~~'--~'--~ ~ @38 1 a ~ @ 3 J~~ .... .....i:~·~-.. -~""i'"""~;,,.'i"""""T"'-~B~LA:;:C~K~W;A~TE~R;.,.:;S~T"F'~~~!f."'i'<~··.!9"'...,'T'"""-;j'~··r---:;;;-t---;g--j'1 1:: nj,... --~ 39 19 39 ~ -< "' '" '" c z z J> J> __, :r: I L--1 I f------1---H 15 • Q• n\lc QART~ ST 16 ,,,'1 '" 1 i 4 @17 --1-----jb ~r--2 " D _I_ ----l----111<" "I 3 " " 18 19 __, .. '" D 4 20 5 21 6 22 7 --23 8 24 < L--9-"' ~ ~---1 z 25 L---"' ;C ~----4 " 26 10 .__ __ __,, " ~----4 @11 __, 27 12 28 13 29 30 16 • Iii 32 17 33 18 34 19 D Cl i 39 " '-------< I I I I I I I I I I I I I I I I I I I I I I 9 10 ~ 11 ® ,.,-- 12 -13 14 3 4 5 6 7 8 20 J~ ~ 70 CT' l-~ l 48 ~ 24 ) ~ ";,_· _48_£®"--2-4~·.-" '---4_0_'----L---" 14 6901J 16 15 11 12 13 9 10 ® 40 8 7 -a "' 3 2 1 6 5 4 l"----L-_L _ _L _ _t___c___---1 ~ ( lA lB (3) ' 8' PVC", __, ~-4 A ~ "" q -ii -'" D z i " . ~-t D z" ri a ~ '" . . ' • '1 ,, B'PVC 1 ® 8' PVC"' ' ' ' /C~ WEBER RD. (FM 43) i " w ; < n ~ '" J> "' D z " __, D z rl ~ - n l CD < n ... -- < n TIRDGDN ST lb"l""VL. - ' w 8' PVC - THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. -16'PVC ' 0 100' 200' I•• I ' SCALE1 1 '= 200' 400' I OWN. CHK. N BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST L NUECES CD. , TX WATER EASE MAP PLOT SCALE: 1" ~ 200' SCALE (H): ---"S"AM,,E~-- SCALE (V): ___oN"'O"-N (.___ __ DATE PLOTTED 2/18/20 N WEI SH COM. NO. JOB NO. WTR-BASE.DWG 18068 SHEET -2£_ OF 33 "' "' w " ., I a. > w " " w "' w -D (D "' ru ---50'YR I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LDT !A LDT lB N PROP CONTINUED ON MATCH LINE "A" D SHEET 3 STA 12+50 CONTINUED ON MATCH LINE "B" Ln (") D (") SHEET 4 STA 12+50 Ln (\J 0 (\J " : ~~ eo~ "' i! ~ ..,. ,-----"Jo 1 ru l_jci LL CLJ 0 c\J~ (") Ln (\J D (\J 8 g;j L!JI 00 ci Cn~ O r: M ~ 00~ + c----;,.r-~--+z-+'-L~=J-@J--++--"---'@J"'---J!---.-_"!l.--~ + f-------+--+,..._+o""""-+-1f--~'----J!----:-~-u-~ ru : W ~ I ~.+<=J::!:=:::<S""""*~c;"~ i~ ru I ...i!i o u... o::: .------t __....-.------t Ir C>J 1-cii--:r-1 _J @J ~ ...J ll;'.'.lf') I en lu I-l- ie' 8.,,,: 1 '" Ir ~ e, ,r CONTINUED ON SHEET 4 CONTINUED ON SHEET 3 ~:; : ~~ : r-"" ~'" MATCH LINE 'B' STA 12+50 MATCH LINE "A" STA 12+50 -~ ... I a.~ I ~ ~ t:;i(l ---i>4_ I I ~ I ""---. i N-TC LT & RT 32,71 '~ j -._ ~4l-1 i"'i!r I :;!;;'; II Re" J-J. ! -I ; N ' ttt--lll· ,1 0 ti),__, _J I Q_ -0 Q_ b ' ~ I I FL 484 RCP 25. 24 GBATMATCHLlNE J J ~ ~ ~ ~ ~ J'l FL48.RCP25.25 O ! ~ o~ 0 ! g ~g] \11 ~ 0 ' ~II JI TC LT &. RT 32. 4 7 ~ Lri _. Ck'.: lil ~ PROP 15 LF + f-------t--+-;;<1---++-----1+--'"'~-1>,,--~ + f-------t-+-,-l--+Jf---Ll"'--J+-4-----" ;-: o ; 14 ~--a· r... o ~ j,276 HDPP sruBour ........... 1 ~ :::: ~ .......... 1 o.... )~ ~ 1 ~ ~ 1--~rHt\ I 48" RCP @ 0. 05/. -1--1.-~ ti 8 \ c!!, ~ ~AND PLUG, FL 25. 53 .---I : ci <[ ~ .---I I I ~ ~. l ;t \ ' .. I (OJ "' t:; ~ lYI: I ~:::t::s~~ I I ' I 11 PROP, 48" RCP PROP. 1s LF 21·HoPP ' ~ r I ~ ll .. 1·, '. 1 @ o. 1% STUBDUT AND PLUG, FL 25, 5~ ; • t \ '---i DI \ I r-' " , "' , a. t ·,'" ' FL 25, 43 I °' ,,.; .J ( I I i. '17 II I 111 STA 11+90. 00 CL B' INLETS ..,..~ u . ~~I I I I-I ,_ o o LT s. RT, re LT B-RT 32 ·15 l I ~~!:~ ~: ~111'-srA 11+90 PROP. : _J ~ ~~ : LDT 2 \I I ~ ~ ~ ~I 1\ 11 I i .J : I\ ru ci J 11 STD MH, TOP 32, 24, U U 'i! ~ I @ I LL : -~ ~ FL 25. 28 8 ,: I-Q! 8 ~ ~ ! I~ l ~ ~ 11 I I I i el ' I 11 + J-----+-t--+---Hl---ff'->---1+----" + i--~eo-_,.,.-+-1,-1----Hl-----+ll---~ PROP, 12, 5 LF I i"'I ; 8 n. '.i 111 I '. lo Z ' 0 I "'" O d r I 36' HDPP, FL ~ ! ;'; ~ ' FL 25, 52 I I ~ c; --1 ~ I \ ~ I ~ 0 _J II 25. 62 Sc PLUG~ l ~\ ~' l ~ ~I ~ I I '-~ t .----1 I I o_ ~ ~ .~--..l >: \ ~ Vi PROP. 12. 5 LF ] I I l -~ ~ I 11 : ~ ~ r 0 : ------p...81; 11-l ... ~-&,,,4~i h1 I 11 ~r ~~P~, p~bG I J i J I ~--· :. : :1 LD@T 2 2 i ""' i : ""' J J, "~ J ~~1 TA 10+10 srn MH, TDP I I : ~ ·-I ~ PROP 48 , RCP " 0 05"' -;-t-...J ! ' II 0 I 0 -· , " , '· 111 tE Lr ~ -. .:.. Io ~ -----+--1:--1---+-1----i+-----I ~ r-----+--t:-t;~--++---f+-----1 I I I I t I , . I"' I I r-~ ':J I l 2 I ~11~ I : t~ ' l ~1 ~ : : ~ ~ ~ I I ; 60' ROW ! 11 11 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LDT lB -609, 851 SF = 14, 000 AC TD CL IRON THRONE STREET ANTI INCLUDING 15' STREET DEDICATION ALONG FM 43, 559, 905 SF = 12, 854 AC, EXCLUDING PROPOSED STREET RIGHTS-OF-WAY i(il II II I, I '..~I 1'" : i r-~: 11 I , 40' EE l 1: 11 , ' Rnw .'. I I >< ~ ':J J J ; ~ JI I ] I I l x ' BE ;;\ ; I I 8 ; ~ : 6 8 ! ~ 6 I I I ! ' 1 0 ~ I j 1: 11 1 1 I : I 'ii l II I ci; l-----f~~"',,..-1-++---H---fi----j w ci; r-----+-t-,1 -+---tt--@J-1-1-----1 w I I : 'i' CJ ' • : 11 ~ p RD p' 4 8' RC p I :I :I j t ~11 t ; II I i; i ~ ! : ~ " I: : : " ~ : *: '1 §1 0, 05/. ' t:?~ : ,_, z ~~ : v 8 ;~ \I 1 1 ~ ~ j ~ J er ~i~ ~~3 ~T 6 ~ ~~ ~~,~1 ~I ' I l j 'I I I ~ ~ .JC'l 11 :S ;';'5 a>r I J j x f'l i ~ JI~ B GE ' J I~ 0 P1 f-0::: ~ l'.J Ct:'. ~ t:::;I 1w I :~ -....: ----0 \, D f---1 L'J Cl':'. I o_ 0 ~ I ~ 0 ;;o pl PROP, 48' RCP @ 0, 05/. J I I ~-I I I ; I I ~ ----+-Tl-'-1 o"+---+l--"""'--11-1------1 I ~ r---i"lno~ ~r---i-t-:1 -+---tt----+t----+ I ~ ':J 11 JI j ~ '17 f JI ~I 1 I IN ~---at >: i -I C!J o_ i -~ _J ~ u m o ~ ' -.... ~ I u W +u I W r--1-w ~ \ m ~ I v ~ ~ ~-'. §J M o_ ~\ ~~ 111 II j,I I I ~ II 111 8 : g' 8 ! ~ ~ 1~ I ! I i II ~\I ; ; 11 I ! ~ t l 1 11 1, l-----+-+i--11----+l----1-+------i 1, l-----++!---f+-~--+t----+-1------+ I : : ! '17 ~ g i I 1\ I ~~ I: 1 1 I I i : : I i ~~ i ~ I: : ! ; "-~ '. I 1'\ I ' I I I Bl is : ~ I: II ~ 1 PROP, 48' RCP T I i : ~ ~::i; 0 I ::' c: ' 1 I I '§1 0, 05/. I I l I ! I I ~ 1--~"~-++~-l--~l-----le+-~;~~4-~~----i ~ !------++-: -l-----t11------ff+lt~i"~'--M----i I I I ; I ~ l : II : I \ ' ~} I ' ! I 1 / 15 • I I i"1s~ 1 ' II/ r-J / // ~~:~. :j-ro::::J:'::~~----: Jr'" 11 ;, , i 11, I I j I ' I I o':J"' I I \I I ' '17 '. J J \ I 1 I ; : I ~' J 1 11 ~ ~; i : >°~ : I I 1 ~ ; ! I 11 \ 11 I ! R: t, t, ff I I 8 ~"' ic! : 8 ~ ~: : ~ I I I ! l 0 I : I 11 ~\ I I J KJ iii "'f I 1 I + f------t-+-:+---+-----+------" ~ f--_,~,.-~=<-~-+-f--,-+--+-----+-----" \ 'll ~ <; : loi I \ PROP, 15 LF 27' HTIPP '-IN f.-' ,,a.~ 2/ ; / j ~ I .. ~ ':J 1 I J 'J "' ' J0 1 I \ STUBDUT AND PLUG, FL 25, 94 .·~,2 ~II I -r-~=· I 2:3 ~ i. LJ I PROP. 12. 5 LF Dl ~ ~ ~ ; Dl \ . tnf;?/ -'f. l , STA 4+79. 30 PC&. ENil I vi ...... t-I 36'HDPP, FL JrowJ ~ ~ l<D I PROP . .1~2. 5 LF I ·~ J~?g f .,,.,,/"' 8' INLETS LT &. RT, I .,...... I 25. 93 S. PLUG . ..o o ~I 1Cj 30'HDPP, FL ,, 'J j '/ '4/_F TC LT & RT 32, l4 I -I ~~ I'\ \. I v 25 93 '\PLUG I I I ; I (JQ I ' I :.:; \'-I' ,, ; ' I " I IJ' PR ~ I -----1 : '-'~. '-, -I JI ,°' ', DP, 15 LF 30• HTIPP I °' I ..; ----:. ·.I -. ' -,, " k "-t STUEDUT AND PLUG, FL 25 94 I oi5 I I - II I '~ lli I I l~.f_ I ~ I ® ro M ~ ~ f l STA 4+79. 30 PROP. 0 --J 0 I .Ju~~ I J I ~ I ~ J J STA 4+50 STD MH, TOP I I STD MH, TOP 32, 22, 0 I u 0 f.. ~ :~ ; I 32 3l, FL 25, 73 I .?; a· ¥: FL 25. 64 + c------+-111e:.---+-----+-----~ + f-----+-,fl"o11"---+-----+----__j LDT 2 g<i(ll-I I ' .. ~t , I I o "< I I/ (") (") I f-. ~ ,_ er l , I % ;; ? 0 ; i__J ® 0.J , , LDT I CD PROP, 48" RCP @ 0, 05% / I /'Y;i Jt (' " 1i ! I II 2 ~~~ I II II ! 1 I .! ; II : I I ;;~ ,.,1/ I I ;;vi Ii'~ I 7 '~ : I 111 ;,: ~ .. 1 11 II //. / : :-So~!.·B ~B'"w -f /1 / I I ' , --' 1'5 J ~'"'/ I IJ i "'1 JI i ~~ .,S; Ji /0/ ! j I / //f"f// LDT 2 ~ -R~+'·~---1-.;~l----+-----ll-----" ~ C-z=----t-J!---+----1------+ I J J ! • \ ~ \ : J 1 I 1 : ~~ ~=f31 1tt ! ~!1 a !17~ ® (\J ~~r/ (\J ~:£/ z I J , 6~'RDW ~111 w "-"' /1 I i. t, ~ '1 1 I g;«>: I -"'"' ~ic!_;; I I ~; "'40' EE ; I I : :~ /!l~ ff .!\ f ;';':J: ..;.,,,"' C\Jr II "' ! J 11 o.....J '°_J // / ~ 4:1.:Jl'.l! I +1--ll! I --at:~ lwl ~ ~ II r: ~ Lriu ~u ~ I ~ / I/ t;;~o6 I ...... .....J I lf'loll l'.l! ::J ~ ,..... .... : ~: ; : I I ~ f I I I ~ ~; / ~ ~ ~ ~I I~ I l x I ;;!. !', II 11 I I -<er "~I 1 ; ' ' I 0 g/ 8 I t:;cl':J I I ~ ' \ t:;~ ~~ JI I ~ , ~0 • ~ ~ ~ ii3 ~;' \~I HDPP <HIGH DENSITY PDLYETHELENE PIPD CONTRACTOR SHALL USE HDPP WHERE SHOWN IN THE PLANS FDR STORM SEWER. HDPP SHALL BE DUAL WALL, CORRUGATED EXTERIOR WALL WITH SMOOTH INTERIOR WALL WITH MANNING' S HYDRAULIC COEFFICIENT OF 0, 12 DR LESS AND SHALL MEET THE REQUIREMENTS OF ASTM F2306, D2321, F477, 03212 AND AASHTD M252 AND M294 TYPE • s•, CONTRACTOR SHALL SUBMl T MANUFACTURER'S CATALOG DATA FDR HDPP TD ENGlNEER FDR APPROVAL AND SHALL DD ND HDPP CONSTRUCTION UNTIL HE HAS RECEIVED ENGINEER'S WRITTEN APPROVAL PAY FDR HDPP AS LF OF SAME SIZE RCP \ \ \ \ \ \ \ \ \ \ \ \ \ PAVING GRADING ANO DRAINAGE NOTES CONTINUED \ \ \ \ 16, ND SEPARATE PAY FDR CLEARING AND GRUBBING CDMMERCl AL LOTS C LDT 1, BLOCK 1, LDT 1, BLOCK LOTS lA ~ lE, BLOCK 3) AND 55' OE ADJACENT TD EAST OF BLOCK 40 OF THIS SITE AS SHOWN SHEETS 13 IN PLANS HEREOF, \ \ \ \ \ \ IN 2 ANTI ANO \ 11 AND \ 17. PAY FDR CLEARING ANTI GRUBBlNG FDR 1) TEMPORARY DFFSITE DRAINAGE CHANNEL RUNNING NORTH IN FUTURE IRON THRONE DRIVE ANO ASSOCIATED BOX CULVERT NEAR DSD CREEK ANTI 2) ALONG THE TEMPORARY TIRAINAGE CHANNEL IN THE FUTURE RIGHTS-OF-WAY OF MEEREEN AND QARTH STREETS AS SHOWN SHEETS 12 AND 13 IN PLANS HEREOF ACCORDING TD A 60' WIDE STRIP OF LAND AS MEASURED ALONG THE CENTETLI NE OF SAME, 18, PAYMENT FDR 'BRIDGE' SHALL INCLUDE DOUBLE 4' X 8' R/C BOX CULVERT AND ASSOCIATED WINGWALLS, HEADWALLS, CONTINUOUS FDDTlNGS, GALVANIZED HANDRAlLS AND CONTINUOUS FOOTINGS ASSOCIATED THEREWITH. ANY SPECIAL UNDERLAYMENT BENEATH DOUBLE BOX CULVERT. ALL CLEARING AND GRUBBING ANO EARTHWORK ASSOCIATED WITH BOX CULVERT ANO ALL DEWATERING/WATER DIVERSION ASSOCIATE WITH THE ABOVE, 'BRIDGE' SHALL NOT INCLUDE CURE ANO GUTTER, SIDEWALK, 8'LIME STAELIZED SUEGRADE, 11' CRUSHED LlMESTDNE BASE, 4•HMAC, ALL OF WHICH SHALL BE PAID FDR SEPARATELY, 19, PAY FDR HDPP SAME AS RCP OF SAME SIZE, 20, ND SEPARATE PAY FDR EARTHWORK, BEDDING, MATERIAL ENCASEMENT NOR OEWATERING FDR STORM SEWER PIPES. INLETS ANTI BOX CULVERTS, \ S89° 05' 03" W 159, 34' \ I I I I I ~ I \ \ \ \ I I I I I \ I I I I I I I I I I I I ai d "' "' -" "' 0 '" D 0 nJ d z u 0 " r u " D' r ci r D .J ai VJ~~ r ~a) er" ,_"' a a: D ~r..: ""' Ei > " z D .J THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH. P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FDR CONSTRUCTION OR BIDDING PURPOSES, al ()j . al Ln lf) w 0 D D (/) 0 I• 30' 60' •I I SCALE: 1'= u (/) J> --1 < Al~ l'l z l'l Q --1 ' J>Q ZAJ t:J J> t:J (/) ~ --1 z DQ Al :3:: J> z (/) t:J l'l 60' '-o J>c z t:d t:J I ~~ Zn Q 120' I I r i,_ l ~ I l I L ...-< ~ ~ g Kl ii3 ~ _'_, --'_, _'w_ -----JJ 1 T l \ ~ -=--20' _YR --=--_-_-_-_ --= ---= ~YR__ __ __ __ __ __ __ __ __ __ __ __ J_j I ~ ru o ' L'= ______ __gQ'._YR __ -----------_-_-_-_-_--=----==--~-=.-=. ==-=---==----=-=== -=------------------:/'. I \:: -15'UE _ -_-::::-_ -t 15 'Dt-------------------/, I~ ~ -15------QE -§i---£~ --------------------------------rn-------15'~ -4--~-----------------~ ~~~=~~~~~~~~~=~=~=~~=~=~=~~=~=~=~~=~=~=~~=~=~=~~=~~~~~~~~~~~~=~=~=~~=~=~=~~=~=~-~---------~F:P36,2-~'R(~HsI= l~STR~DEDI~IDN n. 15' STREET DEDICATION L 0 D 0 w ;:: :;::: t:J l'l Al Al J> uZ Al J> DQ 'l l'l -~--- 1 15' STREET DEDICATION LL _....-30' R (BOTH SIDES) (Jl D --~----- __ ~CL F~ 43 C WE~R RD,)_ ---- I ------~~/-~cc-r-'b+-"""---------- EP I \35.P7R2DP EP \_1 75 LF FULL SECTlON 24'RCP CENTERED ON STREET ___ _ ~ _ WITH TX_E.DT SETS E~H END, FL_24' 33. 40 i_ULL LENGT'=!._ BENCHMARK EP --- _.,..,, CM IN CDNC HEADWALL, CL CR 49_.,.,... I EL 35, 60 0 ---------------- VERIFY LOCATION OF EXISTING 16' WTR PRIOR TD ANY TAPS (WORK) ON IT ----------------------------------- -_,, ! ' EP ----~~E=P-]-l-3""'5:1+1-0-<oe>-_:""'-----EP --(Jl 0 PROP. 64 LF FULL SECTION LJ ;'; 24'RCP WITH TXDDT SETS EA / --~E.N~ FL 33. OO_FULL LENG~ _ ---~ C~ FM 43 ~ \JEBER R~, ) z 0 z 0 ,, -" <D D D "' > '" U> ,, " D 1-0 l'l I (/) J> z "' '" :;: "J> ci-n z . "' '" z" p Cl "',, 0 --"' w 00' ,. -w "' -w 0 J> n P_, ""' J> n -< "' -< '" ;<"' '" "'" """ '" "< . - z 0 ...... Q --- ----7. 5'WE - I >-D 26 0.....,. 23 24 27 00 ~ I 25 '<t"~ fri'.=i r-~ :~STA 24+84. 48 END 4' X 6' BOX CULVERT, I ---------..... i ~ ~ Kl / BEGIN TEMPORARY DITCH, FL 24. 64 ~ ~ ) ~END OF ROAD BARRICADE (DEJECT MARKERS) I ,........-:: -r--:--...... 1--1-~ v/_ ~_.....,...--STA 24+59, 48 END CS.G LT 22 f9-~v/"" "N-'_,, '~ -C/J~ a--0 ~0'"1+1>-",..,. o/_ & RT, TC LT &. RT 32. 42 I 1 .. ~ -.......: ·· .... ., "· -._ -~ ---FL 28 DD~ ~ ' ( I,,, ~.,~~:~~~~~~~~;~~";"~"~"~"~"'~'~";"~"·=·~":"~~,,,;,;-~·~-~·-~-~-~~ ... ··~--~-,,,,~~A/ii.~· Ril'C~F: I i i 1 -------:z :::::::--.;;. >'n.-: " ""'" 0 '""'" >'F//.>'-'"''""' " V//. '' ; I STA 24+19, 48 IRON THRONE R = 1- -1'-------,(-mJ.it'I. t;~ --_ 2+00 --3+00 $ 0. 3% ~ iq-4+00 ----=--'l~o:-;;)f--~:rrii:s~T~A~4+i:io~o~. ~D~2:rH~A~EGGiA~L~C!T~P~R~P~M~H ~ .---------------~ 7lJ--15wRcP-mm~ ~ \I RISER, TOP 3;;, 16, 2FL BOX C 4. 67 I TC 3\0 I ~ .. :.. ....:: ~~%~ ..... ~...:..+• .. :-~; .... ;.;;;;,,~ ... ; .. ~,,,~:~.~;,~;.;;:;.E;~;L ~ .. ~c~~;.~-~-~~~=~;·~-~~%~,,;"'~,,~:;.~ .. ; _ .. ;.~~·;,~,.~--~~---; .. ;·~·-~ .. ~~~11~:/.,~· ~~~~"-~ ~.Jl-~l\Y, f'~-&:f. P11L14 JT ~T ~3;~5L i~ ~~D Lr & [~~Eii ~~ 3 I ..,../ I I 1 ~ 5s;lNL4 E+5T50LOT,2 PTCC LL. ~ ~~ 3~~~0 ~\):I t ~1~ 1 21 "· ~/ --+ • ~tc -x : %~ ~ I ,,.,,, ,.,, .,,,. ;-;~ -I I 2 , YR FL 27 . 00 : (ry :o ~ I c sTA 23+26. 2 PT RT, Tc .....___ --.....--o1:1 f3'\ ci ' -~ ['T') LT & RT 31. 7 .... \::.; I II I'--% ---~ I ......____ ~ I 1~~ PROP. 4',6' R/C ;,...L.----1 ·~i ''1 /S-TA-1+-45-,0h_P_T&-END5'1NLETS "-i)i BOX CULVI RT @ 0. 05/.~~ ~ . ,"o ~ L,/_ LT & RT, T~ LT & RT 3L_ 6 _ I 19 I 1~~ 18 17 16 15 I ~ ?i ~~ '',,.,Z>'//~ ,,,,,.,.,.,.,,,,, ,,,,-.-,.-,r. >'/. 0 ~CONTINUED SHEET 21 MATCH LI NE STA 24+59. 48 - 4 PORTION OF A 130. 570 ACRE TRACT, DOC. ND. 2D19051482, 0. R., A PORTJDN OF SURVEY 135 ABSTRACT 581, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTJFJCATE 31 ANO SURVEY 139, ABSTRACT 577, CERTJFJCATE 33, SAJD SURVEYS NAMED CUADRJLLA [RRJGAT[DN COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP -f--1-7. 5' UE -- 5 6 7 -- 8 r"' -<"' '° r -< " -< ... WA> ~ _--l _ -1--25' YR _ -~ __ -~ __ -g:::;- --~EE _________ -----f-\: 4+00 5+00 s 0. 3% ::;::: J>n -lo nz :r: -I ,~ ~z zC fTl fTl t:J 20 I I~~ ST~ 23+00 FL BOX I ~ (/) ~ -15 ,,...,p ~1~· RCP 2+00 s o. 3 7. §5 \ ~= cuLVERT 24. 73 ~ f ~ l'-l+oo--·so. 3 %----- ~ --_J ~ -----J j h --, "' 3+00 ---+-~ -------+-- BLACKWATER ST s 0, 3% ------' _ __, nO ,Z ~~~=~~~~~~~~~~~~~=~l=~~=~~=~~~~~~~-~~-~~-~~-~--~7i.~~~.5~~t~~E-~~-r~~~=~-±-~=~=~~~~f t ,~---··~· ---= --· ·- §I ;. 7 " ' 1 ow ~ 11' STA 22+58. ~ PC RT, TC 1-..J I 13 --... 50 B ~ ...... LT 8. RT 32. 1 7 ~ ~ 11 12 14 ~I ~ : ~ ~: % 4) I~ l~~I , . ;: :ci a a : rih,,.., , , , 11 0 11 ~ '- PROP, 4' X( ' RIC 1,,,,_.-"'-~ r ~. "'' ''"le I I BOX CULVEf T @ 0. 05/.-!--; <C ! I ,'"STA 21+60. 17 PT RT, TC 3 10 9 2 -- 4 5 5'EE 25' YR 6 7 ::;::: 8 ,...---: -1--:---..,.., I l 25'YR ~ GBt : .fLT B.~32.47_ -----~~.(~--=----_--_-_-_-...... _-_-_-~ ,,,.-.,W Vt'.;r,,,.r.z.,.,. "1 ~~~ 1 1 STA 21+49, 17 PT LT TC ~ tGB --\~4'(/l'' ~i:~ii1i~~,;;~-~~,,iij~,,,;~,;;z, -;,;,,b:-~;i .. ii; .. ,;;.,;;_i ... ii;,,,~ .. ~ .. ;;_i.~,~-~.,,;,~~.~ •• d.,,;;i,!/.i,;;,,,~,,~",i'~=·~"~"="="="="=-=·= .. ,=,,="~"~==·":-:·:,,:·::·:·~" r-1--1 ~ ·~ ~ 5 EE ~T 3~ so_, FL 27. 70"" _J j ,J.'I/ I ,-~ ....... ,,,.,."";1.,· ,-,. .,.,,,,, nu/."EI. "EJJ/. I ( (~//,·~ -...: ~~~~~~~"~"·~-~'.~ .. =L_~ .. :-~-::~·~·=·~·:-~·-.; .. ;-~·~=·: .. ~·~-;~~,,~,,-~,~,,= .. =-~~~~-~··:-~-=:;;:~~·~;;:·~~~r.rc~.~:~~:.,~15~r~"!1:P'uP~.J~por.15~'~R~CP~,,;~,,,~~;L:2:5:,:5~::~~=~;o.:3;%~.~~~=::;::==7=+=o=o~~~g=jF~~~---~·-~-~·~s=+o~o~~~~=s's~o1.33~%~9=+~Doo='~:~~::~~~~~~ ~ ~ J> -in no :r: z -I I t+oo -2+00 ~ io so. 3% 3+00 ----4:oo =::-::-!--------+--------ti;;I ;;u --DR_O_G_O_N_ ST ' 1-...L------_,l!J,,it' f--------O! --= --15 1R~ -0 VFL BOX tt:1 o t:j 0 ,....y ' 1 l:l ci DROGON ST -s=o. 3% o , CULVERT 24 83 " s·o 3 , - I Tc 3~ro 1;;,. __ ,1 ~./£·~"'"'· ~,.,,,.,..,.,.,.,.,.,.,,,,,,,, .... __ .... .,.., z.,.,,., ..... ,. "'"""' ,,,,, .. ., ,.,,, ~, .. .,,,.,. .. ~-"';,,,,,.,,., ~ ~+:L"~·~·~·~-.... ~;-~~,~~~~s;!D;.3;%;·;;:;:~;;;~~~;;;;;;;;;;;·;·;;;;~~~~~~~~-•z I u~\ \\, 2--,::• " S-FE --Ln., ~ Yi1'\~,1 ll /l~,~l :t}..,.,~~-"-25;,,~9,,, l ;:•UE ,,.,., ,,.,_,,,,,.,.,._,.,~_;'(~_"'_""_' __ ._ .. _.,,_,,,,,_.,_,,,,,,_,._,,.,,,.,._,.,.,,.;~·":TL":; 3 ;~0:;-.--~~ I 1 ""·:.:._·:_:·e-:/ ;'" 25'YR ~~ ;; ~II ~;~ 1 I~~ I r~~~~2 ~~~R-;--2o'YR -------------;::;~ I ~ (J'o f3\ ~ 'I ~ VJ ~ z ~I STA20+70.17PCRT, +-J:::>. ---------~ ~ 10 2 ~: 1 ~ ~ ~ 1 I ~ ~ ~ I I TC LT s. RT 32. 03 LOT 1 8 : ~ 4 3 ~ ~ D ~ f--I ~ 8 I --.,, ;: I I 6 5 !~ ~:'.'.~ ~':J I i ct l ~PROP, 4' X6' RIC BOX 0 [ ~~ ~~; _JI ; "' ~ ~ 11 1 CULVERT@ O, 05% 7. 5 UE I I ---------1 1 I ~ I :r:~ '·', I I ---S89"04' 28'W 513. 61' ,....-;· N ' 7, 5' UE 11 I ' I ~ I : I 1 I 8~------ LDT lA, 334, 530 SF = 7, 680 AC PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2D19035726, D.R., A PDRTJDN OF SURVEY 135 ABSTRACT 5Bl, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTJFJCATE 31 AND SURVEY 139, ABSTRACT 577, CERTJFJCATE 33, SAJO SURVEYS NAMED CUADRJLLA lRRlGATlDN COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP 1+00 35 NG ----- 30 PROP. 4' X 6' R/C BOX CULVERT -........ 25 !5'RCP 2+00 -----1------ \...STA 1+4 '00 PT &D LT & RT. TC LT & R .,...-FL [NLE LT 25. 2D l'\__FL 25 ' 10 20 N 3+00 4+00 ------1------------1------ PRO TC LT 8. RT @ 0 3% 0 5' lNLEn 31. 97 PROFILE -BLACKWATER ST 5+00 ------1------ GB LT ~ LT & RT 6+00 35 ------ RT. Ts/ p3, 02 30 25 20 ::;::: J>n -lo nz :r: -I ~ 'z ~c z fTl fTl t:J ' no ,Z (/) (/) -I :r: J> fTl fTl O' -I + .,,,, D D 1+00 35 2+00 3+00 4+00 5+00 35 NG 1-------------1-------------1------------ \ PRl p TC LT 8. RT "' '3% L STA 1 +68. 42 PT LT ~ RT, STA 4+55. 0 => PC LT ~ R TC T ~ RT 32, '6 5' lNLET LT TC LT ~ R 30 FL 1 NLET L- 25 20 PROFILE -RHAEGAL CT 1------NG ------ I , END _j ~ 32. 10 28. 00 '~ F 26. 00 / STA 24+19. 48 IRON THRONE DR = STA 4+00. 02 RHAEGAL CT, PROP MH RISER, TOP 32 16, FL BOX 24. 67 30 ....----PROP. 4' X 6' R/C BOX CULVERT 25 20 ::;::: _:= ----t 111 ! l5~·;11I 111 1 'i!j ,, :111 0 1+00 35 NG 2+00 3+00 4+00 5+00 5+00 7+00 8+00 9+00 10+00 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~35 J> -in no :r: z '" J> ,. c; '" :;: " ·:i: "' ,, . "' '" -w -0 PROP R/C COLLAR, 7'-4" WIDE X FULL PERIMETER ND, 3 RECTANGULAR BARS FULL PERIMETER 5'-4" HIGH (OVERALL DIMENSIONS, FULL PERIMETER OF JOINT)~ ND. 3 CIRCULAR BAR --......o'-73'y~ 6" -' Q TOP OF 48" RCP_/ \_TOP OF BOX CULVERT PLAN 48'"RCP SECTION A -A A L NTS 3" 6" / A J 4'X6' R/C SOX CULVERT 3' '--...s· PROP R/C COLLAR, 7'-4" WIDE X 5' -4" HIGH (OVERALL DIMENSIONS, FULL PERIMETER OF JOINT) -R/C COLLAR AT JUNCTION OF 48" RCP WITH 4'X6' BOX CULVERT NT5 11 I ~ I !1 ! ~STA 18+10 PROP MH RJSER, TOP 11 I ' !u-1: 31. 93, FL BOX 24. 97 15 LF 3 D. HDPP, FL 11 I ~ V ~ w-;I STA 18+10 CENTER 5' / ~ INLETS LT S. RT, TC LT 8. 25. 20 ANO PLUG I ! I ' ~: I RT 31. 85 Jt11-+-L ~'.:IJ+ll~'j''.'!<tlf--.!\l\l:~f,li. r-15 LF 30'HDPP, FL FL 25, 10tll I ' ~I ' ' 25. 20 ANO PLUG 11 I ; I 11 FL 25. 10 I --.·' l,111 11 1 ~.'~o· "', : ~ l-1 25 ~I ILJ21 ~ ~ I-~ ~ 1~1 1 ~ "'I I iii 11. I 8 I PROP, 4' X6' R/C BOX j ~ I ~ I I CUL VERT @ 0. 05% 11 I ' 7" OW ~ I 1 I 13+00 LDT 1 14+00 ----------1-----------1-------------------- PR[ P. TC LT 8. RT @' 11. 3::-:%:--. ---+---....,!.., PROP. TC LT RT I" 0. 3% GB AT TC LT MATC LlNE./ & RT 33, 30 30f-~~-+~-+-~-+-~~~f--~~-+-~~~+-~~-+~~~-fff-+~~~f--~~++-'<-~~-+-~~--j~~~-+-~~~-+-~~--+~~~-+-~~~+-~~-+~~~~30 S A 4+55. 02 "C & ENIJ 5' STA 5+ 5. 02 PT LT &. '-STA RT, +68, 42 PT l T & C LT &. RT ' 2, 96 [NLETS LT & IT, TC LT & RT 32, 10 RT, TC LT L RT 31. 93 FL INLET L 27. 70 15' RCP FL 25, 34 PROP. 4' X D' RIC B X CULVERT 20~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~20 PROFILE -DRDGDN ST 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 STA 23+85, 48 ENIJ 5' INLETS LT S. RT, PC LT, TC LT & RT 31. 79 23+00 -I 1~ ~z zc fTl fTl t:J t:J 0 •z (/) (/) -I :r: J> fTl fTl ...... -I D + .,,,, 0 0 STA 24+53. 48 PT LT, TC LT 32 40 24+00 ....... O' C\J Ul + 1- '1' w C\J w <I :r: I-(/) (/) p WW z~ ~~ 111 : 5 B !~111 11 ~ 1 ~ I 40 ...J 1- :r: z UO STA 20+8, 17 PC 40 I-U STA 23+2 , 27 PT RT, ...-r ' I ' l I 11 I i ~ , I I lll :[;i: [;i !11 1 11l l TI1~l 11I 11 I '; t I : I 1 I LT, TC L 32. 66 TC LT & T 31. 97 ~ ~+ C\J PR P. TC LT @ 0. 3% 1---CL ROGON ST CL BLACK~A ER ST -I 3 -~ STA 1 +10, DO CEN ER 5' INLE S STA 20+70. 7 PC RT, ~ ------STA 14+06, 66 GB LT&. LT g, T, TC LT g, RT 3 1. 85 STA 21+ O. 17 PT RT, ~ tJ 35t-----+---RT~,_T_C_l+T_•_R_T_3_3_,c+o_,,+.----+-----+-----t-----+-----l-----+-----t-----\l-----+-----+----+-T-C_LT_•_RT+-3-2_._63 _ _..,c+--\--~l-t-~l ___ t-rT~C~L~T_&c.+R~T_3~2~,~4~7_+----'-+---+-+---+--t-ot----\f-j35 <I~ --PRDP:---::-c-LT_i:_T_@_o.3% -\-----------------------------·----------------------------------~---- 1-(/) tr-_.T._c_.L_.T-t~~..ll.~t:~w.r..4Jl...il3Z.%..!..~-:k~ .... ~:£.,.~TW@~O.J8i,;5~'l.i'i-TC LT & V1 '-...GB AT M>TCH LlNE, PROP. Tl LT 8. RT @' 0. 3/. PROP. TC LT RT @ 0. 3% STA 21+49 TC T & RT RT 32· 42 2: TC LT &. RT 32. 47 STA 18+1 PROP MH STA 22+58. 67 PC RT, , 0 3 0t-----+----+-----+----+-----t-----+-----tt-----+-----t-~R~l~SE~R~,_,_T~P~3~1~.9~3'--++-1---+-----+----+...----l-----+--L-T_,_T_c_L_Te-----ll--~T~c~L~T-"•~R.:.+~3~2.~1~1--+-----+----@~o_._3_% __ -J-+-l--.+-.j 30 <IO' PR TC LT@ 0. 3% ' LL. 11 I I I I I 1 I STA 15+00 END 48 1 RCP s. BEGIN 11 I D ~, I 1 I 4'X 6' R/C BOX CULVERT, FL o BOTH 25. 12. PROV JOE R/C _..!J-C-llll--il-~ COLLAR PER DETAILS THIS SHEET 11 I ~. i I WP zw p <DP. 48' CP @ 0. C 5/. PR P. 4' X6' R/C BOX CULVERT I<' 0, 05% PR 4' X6' R/C BOX CULVERT @ 0, 05/. ~~25i"""""""""""'*"'""""""""""*'""""""""""""r----~,_+-,_,_~,_,__,,_,_,_+-,_,_-l-,_,_--+~ ..... """'t""""""""""""t""l::-""""-t-""""""""-t""""""""""""l-""""""""+-""""""""...,.,_~....,r-~~,...~~-t-~~....,---------*""------"'*'------;;;;;;;;j;;;;;;;;;;~---~..:;::.;;1.-............... .J....._ .. j I I :r: 1-u z 1-0 FL 48' RC::. 25. 25 STA 15+bO END 48•R P S. BEGJN 4 X 6' R/C B X CULVERT FL BOTH 2 . 12. PRDVJDE R/C COLLAR FL BO CULVE T 24. 97 STA 2 +19. 48 IRO THRONE DR = STA 4 DO, 02 RHAE AL CT PROP MH RISER TOP 32, 16, FL BOX 24. 67 11 I ~ ' I 1 I ~S~TA'-c1~42:¥+2~6.-:f6"c6 *GB~LTni&':---4-Lll I : t t ; I 1 I ~u20~--~---~---~---~---~---~--~---~---~~--~--~~--~---~---~---~---~---~--~---~---~---~---~---~--~~20 RT, TC LT~ RT 33. OD I 11 ~11 LLI-:--j ! I I 11 I l ~ : I 1 I 11 I ' i I 1 I 11 I ~ I -"' -:++PROP. 48" RCP I . ~ "'a , I ., o. o5% 11 : 11 I I i "' ~ l I L-----------------------!'L~OT!:-:!l~A~,~B~L~DC~K'-;f3-------------~\i\-+j1~~ 8+ I ~I I LOT 1B, BLOCK 3 % ~ "'~ ;, I " I ;~11 GB AT MATCH LlNE, 11 I ~ ~ ~ I TC LT &. RT 32. 4 7 ~_l.1-1.Jll;l....Jl...'G~B""-'G~B--"""~~....LL~ FL 48*RCP 25. 25~ MATCH LINE CONTINUED "A' STA 12+50 FROM SHEET 2 PROFILE - LDT 1 IRON THRONE DR THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE1 I"= 60' 120' I OWN. CHK. STA 24+84. 48 END 4' X 6' BOX CULVERT, BEGIN TEMPORARY DJTCH,FL 24. 64 BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD, , TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEWER PROFILES PLOT SCALE: SCALE (H): N WEI SH SCALE (V): DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD2 AS PGD 08068 SHEET 2-_ OF 33 1+00 40 2+00 40 1+00 40 2+00 40 CONTINUED ON SHEET 6 MATCH LINE 'F' STA 4+75 CONTINUED ON SHEET 7 MATCH LINE HG' STA 4+75 BARS •A• IN TOP 8. BOTTOM SLABS, #4 X 24' LONG ~ t2• DC MAX rrA 2+ C&G LT LT & R 2. 50 END & RT, TC 3 l. 26 Ln (Y) 0 (Y) Ln ru 0 ru Ln (Y) 0 (Y) Ln ()J 0 ()J SINGLE 4' X 8' BOX CULVERT DOUBLE 4'X 8' BOX CULVERT 35 STA 1+44 & RT, TC 30 25 , 98 PT LT RT 31, 0~1 NG r-----I -- 35 C LT&. R @ o. 3/. 30 25 20 20 PROFILE -RIVERRUN ST, PORTION OF A 293, 041 ACRE TRACT, DOC, ND, 2019035726, 0, R. , A PDRTJDN OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD., TX, MPM DEVELOPMENT, LP 1+00 40 STA 1+44. 96 PT LT RT, TC LT & R 30. 87 3 5 r---+---+-----i 3 5 NG ----'<;F-~-~----~ 1 3 0 r-----+--,__+-< 3 0 TC L RT @ 36 37 35 STA 1+44 & RT, TC 30 25 98 PT LT RT 30. 431- NG ---------, l '-"' l..-1 ~ I.., @ 0. 31. STA 1+92. LT & RT, 30. 57 35 50 END C&G TC LT & RT 30 25 0 0 + -q-u >-- f-0 _J "' u f- 1- (/) 0 0 lf1 "' ru + f--~~-+---IJ--'~"-""-+-~~~--1 -q-u I-ci >--_J @J u h- - I- (/) (/) BARS • B' 15' X 15' L -BARS IN WALLS OF 4'X 8'BDX / AND IN WALL OF DOUBLE ~ 4'X 8 1 EDX ~ 12' DC MAX BARS 'A' IN TOP & BOTTOM SLABS, #4 X 24' LONG @ 12' DC MAX ~ - ~ .-----:RDVIDE 36' DIAMETER OPENING IN WALL CENTERED ON 4' X 8' BOX CULVERT TD WEST. PROVIDE 8 ND. 4 BARS 36'LDNG IN SQUARE FASHION AROUND DPENJNG 20 20 0 0 + (Y) ~ z <'.[ _J (/) c-< "' ru >--d -"" '" >--0 CH>' 1--z <'.[ _J D > DETAIL JUNCTION OF SINGLE 4' X 8' BOX 0 0"' + f--~lfl"-i--+-f--~~~~+-~~~--1 CULVERT WITH DOJBLE 4' X 8' BOX CULVERT PROFILE -NAATH ST, DC <'.[ w (Y) ~ _J +u ru >-- !NOT TD SCALD 15 rY1 I I <: ' >-->--~(>' : ~~ : ~ ~~ ~ ~ ~= I ~ "'~ I ""~ ~ CONT I NUED ON SHEET 7 w _J CONTINUED ON SHEET 6 o ~:: o o >::;'" 1 f-o o__ MATCH LINE 'G' STA 4+75 MAT c H L I NE , F, s TA 4 + 7 5 c; f-<»_-.. -1-1-,-+-----+-------< gc c; 1-----i>--,,..:::c_+-11 -lf--=~----+-----1 I I 1 8 I I ~ I t '~ 34 \~I I ! I I ;~TcLT•3~T3161 I I ru !~] ru !~: ~ I! I 1j ;1 TCLT&RT29551 I I ~, ' I I I I "' , I " -I I I ' • 'i' 'i' 1~,f -,--I -"-1r,2""'0• o .~"1,---;l'io-'no. ""'77i:J,rl __, ,_ , ~ I-I-I \:--J I ~ : 0 I 0 : I~ ~ I I I \ I ; 'i' 'i' : I I I I i:j : -'( 0: ,1 -I~ I 19 I I . ~ i ~ ·. '-I I 35 I I I \ " 0 I 0 ' 0 ' @ I ' I ,, l~-1-~.lr,,.,=. <,"'.,,.----03Q-=,1.0s"17\-ll-i-\11H Ill J .... ~/-1~ ~-11 II 36 --!I II UlUl• : : I 1-k::='o;:------;~r'Hl.li ~ •. ! \(Jl 12l I I ~ II= 16 VY : t~ :. , -8 ~! 0 ~: ------31 -t -~ 20 ~1 I ~ , .. I~ l 1f-l,-i'".;-'-1"'"'~c---------ll-Ui-j_ I 11 I 0 I f'l ) I I~ ~ I I W + Ln O , I I --------, I I ~ ~ l 1 I 36 I Pii I I ~ . 't i; : ~ I '21" ·~ ~ .,---1 ~ o m o ~ ~ o m o ----, . . v i ., I 37 ~ NI , , M C\J ru , . , M ru ru t-.--~----'--"<,--,--r-i1ia 'Ii' VJ ' I I ' 55' Al D "' 55' (Jl (Jl Al D "' I I I I I I "' a_ I --~~ STA 1+ 2. 50 END C&G LT & RT, TC LT & R 31. Ol 25 25~--~--~ I I I I ! z;; ; I~ <Jll l'l I I '-{' I j 0 (/) ~If+-'"=.!'in ,c::--,:,---= r-;, n~7\ll I ~I 11 11 "'I 1 l r;:. 1 1 I Ir ~I~ I 21 2l_1 '1 \ ft1 _,t 1 I I~ ~. @ ' ~ ,/ ~I I ~ I~' l I '1 I I ~ I I ' !--' 37 I ---+1.,f--icl ;==o:;:-----:-1 ---;c=-;:;;,">t-1 --t:1~ g;:;l".'l '. I I 38 I I~ PORTION DF A 293. 041 ACRE TRACT, 1 1 I~ ~II ~~: ~I !"wi,kl~!-+-1:-@-0------.-1 ---1 I I I I I I I I I I~ I ~ -,J " I~ I~-<-I I :::: DOC. ND. 2019035726, D. R, ' A PORTION OF SURVEY ,) ,;' • x !' '' I 18 I I I < I , _ 135 ABSTRACT 581, CERT!FlCATE 29, SURVEY 137, 1 <Jlc·.I 22 I "'I '.,· O' RD · ' I I'-I I I -~ ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, " ' '-38 PROFILE -BRAAVOS ST. 38 ~ 0' RD ~ I~ I" I I ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS : 28 BB : I. ....... I \ I ~1 HliHl2~8+B~BH-f,I' NAMED CUADRJLLA IRRJGATION COMPANY, NUECES I "'1 I I ' 1 I 1(3U56) ',, ~I ---+--1 I \ I ~I ! ',, --' I 1~3134 32. 21 I I CD. -TX, MPM DEVELOPMENT, LP I I l l_l'"_·-t · ' I I ' I I h------1,.---+----H,1 ~ : ~ ~ ~ I 39 I I ~ '-' ~ ST 1A 2+32. 50 GB"'l T &. I \ I I ' • -w 1 -w I I I STA 2+02. so END C&G 23 ' t'!l 0 l \ ~ I RT1, TC LT • RT 30.,2,8~ 19 I 1 '-END OF ROAD BARRICADE I I I I -' I I >: . ~ ~-•. LT &. RT, TC LT S. RT END OF ROAD BARRICADE LT END OF ROAD BARRICADE STA 1+92. 50 END C&.G ~ 39 PROPDS D DI Tr~ PROPOSED PARALLEL I I ] ~ : . ] : ~ ] I I I <OBJECT MARKERS)'\ 31, 26 <OBJECT MARKERS)'-/~T~T~+i~· E~ ~N~Tc~g. 57 (OBJECT MARKERS)'\ LT&. RT, TC LT Br. RT a vi ~ I BY i HERS HEADWALLS/FOOTINGS rnl10+78 86 PT LT, I ·\~l \. ', I a o o o ,,-so'Row12s'BB ' ,,-so·Row12s'BB 5o·Row120'BB-...,. o o o a3t.01 I ili';:-31) (30:47) i l 1ct1 /!> ~I I~, /(I ~~~PCu~~E~~ ~~u~b~E~,~A~~ c L.:T &. RT 3U. 32 " ! ~ ru ~ I sTA 1+44. 99 PT LT B. .I 1(32. 49) 31. 62 II I ~ 1~1~1 _1,,~ II 31. 62 @ I I ~o a ~' ' n.ilMn_ RRl I 1(32. 19~ "'I I ~ 'to I :. ~l(3i, 32~ Q I I 24 : ~ (,I) ~ ~ OF HEAD\.JALL BOTH ENDS I ' ·~ ,. ~I ~,I ~ :t J> :1' ~ q·~ ~ '~ 24 'u ~ : Al '· ~~·~ 48 eJ I I I I ~ 011 '" (Jl ' J> ' ' ' _;_I 48 IS' I I ~I \'-' i • ~ ' -~ /; I STA 32. 99. 53 END C&G LT I lnD I I ' STA 19+46.84 PT LT I -<I m AJ a ~ l11J I f24' ~I J:~ _,Ii '·' ~ril :;i:is-~A 1+44.98 PT LT o I I '° 1:i j< ; A 1+44.96 PT LT Br. II II FL 25.72~\l II ~ j ~ I FL 25 00~ \ \ !/ /&.RT, TC LT Br. RT 30.57 'I BEGIN 5' INLETS LTll I "' I ' AJ ~ i 'l' SlfA 1+44.98 PT LT. I \!':Y ~ ., ,M ,, • _J I ' D '""RT, TC LT. RT 30.87 lO'YR/UE -~· .'~-~: .[!__5•rr,-ro'Y1<1UC--'--"' 39 40 N I I~ ri 1uk i i I RT, TC LT i RT 30 H L _J_ j ~ "' n.v y TC RT 31 09 ~-FL 26. 13 I ,___ 1".'l ·, ;,,; R1___TC LT ~R~O. 43 ,==, lD'-'1'.R.LOC ~ ' V?I , ~-L_ -E~ !==! 7; I \~--s~-~~-:=~===0~----1:;~~~~iMi~~~~6,,i~~~~Y~h1~~Yn;.;~ I l~z ~~~~R .~,., ~-~.,t"', II I ',,;!;-_j-s~ ----lO'-¥lUYt_lj-___::-___::-___::-___::-_ --ji:· ".'l , -~.,, ,,. ~==:-'-:::,;:,,,,:~~ ,,, ,,,, ,,;/'')V \~~-----~FL 2 5 '93""" ,,, ",,, ,,,,,,,,,,,,,,,, ,,,,,,,,,,,, ,,,, ~ __,,:1,".'l '.\__ '"" ,,,,,,,,,,,,,,,,,,, ,,,,,, ,,,, , ,,,,, , -~ J 0 ~ ,,,,_, ,, ,,,,,, _,,,,,,, ,,% '; 7-"· =·"' 'l~ ~~,;;.~ STA 32+44. 53 GB & CL DOUBLE 3 6' 4 ~ ---~~ 1 '· ,,,,. '""'"p /.1f \~ '"''"'"""" """"I..,,,,,,,,,,,.,,,,,,,,,,,,,,,, r.-;,, ,.,..,.,,,,.,,I..,,,,,,I. ··""""7.1....:"-,,-. /~ I ~'... 1~1 __ ._1 ~.. 0 _ ---" g ~ _ S-0,3 :% -15MRCP 'i' 15 ~<CP ----S 0.54.rL 22,70, · · 8' BOX CULVERT, TC LT Sc RT , C 1--1 _____ FL . 32 g __ .~FL ~6 01 ~'.% S O 3 /. ___ -so. 3:% -15 , ~CP ~ 15 R~ s-o, 31:: 27+00 ~ 28+00 29 +00 3 o+or '"( 31+00 LJl ~ s-o, 05'.% 32+00 "'-j _ /3. 51' OFFSET IN CLs ::;;:: C!l> D -I zn -I :r: 18+00 35 STA 18 'l • Al l'l D • :<:: 30 (/) 25 (/) -I :r: l> l'l l'l ~ -I CJ) + 20 ~o 0 PT LT, & RT 3 r TC-t-r 8< ~ ~ '--Gs, TC I RT 30, 51 PROP. R/C BO' @ I \_GB, FL i ~ ~ r FS~-O~.s,0.35~.~. ----;;, <CP19 +00 j 15 Ref 20~0 ~DRDGDN ST ui -...i 21 +0 ~ . 22+po 23+00 24+00 S 0. '.% "\'.. 25+00 ~ 26 +oo ...: -1 t-:e 1 -+ I 0 CL FUTURE STREET ;j ~~/~~~·~,,~,~~~~~~;'~~;~-~~~~~-+~~~~~~~~~~~~,~~~~~~~~~f!j~~~~;;;;i~~s~o~.;3;'l.~~~~~~~;;;;;~~~~s ~o~.~3;Y.~~~~;;;;;;;;;;~~~~;'~~~~-~~~~~~~~~~~~~S~0.~3~%~.~~~f!j~,t'l ~~~S ~=0~.;3:%~D~R~D~G~D~N~~S ~T~~~~~~~~~s ~o~.~3;Y.~~~~l~~~l~~s~o:.~3~%;;~~~,~/~t~~L~25:·~o~o~~~s~o~.5=4=%~~~"~"/,~-~f~~-~},~"-~-~-i~.:~~~?~~-~~~~-~~·:l'o~-----~-E-N-D~DF::R~D:AD~8~A~R~RI:C~A~D~E~(:D;B~J-EC-T~M-AR_K_E_R_S_)~~~~~ I S-o, 3'.'I. :...:; ----s o. 3% -----s o. 3:% --,,, ' I FL 25. 93 ·Ji1 ' i ,,,., ,.,, "' ,.,, " .,,,,., ,,, ,,,,,, .,,,."' "'" ,.,, . " ,,,,u ·'"" .,,,.,. ...,,.,., "" """ ~~--.;::;s __ ~_T ~~l,,~!1~-~6--"" ,.,,,,,, ,\}I',,,,,,,,,,,,,,,,,,,, ,, ,,, ,,,,, ,,',,,,,,, '.,,,,I\:~: 22+36:·~~-;T --:;"'"" s ;;/.;4+5 ;-80 PC·"',,,,/""'!,,,,,,,, .,,,.,,\:T ~,,;;:;1 ~8 ~, ;~ :T ,,,,,,,,,. s ;'~'27 ;;3,8~ PC ,.:;1")~ ",,,,..,. ,,,,,H,,,,, .. ,/..,,,,~i AL~8 ~~~T 8 ~o:j6LT ~~~ §~i~~E~0 L~; ~c ,)/ PROP, 4 ' x B' 1~~ ~ 20,00 AC. TRACT, DOC. (/) -1~ --\---~ \, LSTA 19+49. 80 PROP MH STA 21+68. 80 PC LT,/ TC LT 8. RT 30, 79 END 5' INLET LT, TC BEGIN 5' INLETS LT 8. GB RT, TC LT 8. RT LT B. RT 29. 72 R/C BOX n.i ND. 2005027456, D.R., -"',.-RISER, TOP 30. 22, FL >--LT ~ RT 30, 13 RT, TC LT ' RT 29 93 30. 57 25. 00 AC. TRACT, DOC. ND. CULVERT @ 0, 5/.--"' LONDON IND. SCH DJST. ~ J>~ == == ~== := :=: BOX 23. 35 TC LT Sc RT 30. 79 1¥ 2008018783, D. R,, LISD STA 30+84, 80 PROP MH :r;:t_ ' ' STA 25+24. 80 PROP PROP, 4' X 8' RIC RJSER, TOP 29 · 62, FL BOX 22 · 78 PROP. 5' TIED SIDEWALK BOTH l'l ~ PROP. 4' x 6'~ 4' x 8' 2iog~o1Ai7s;RAgTR.D,DCLI~g f!j MH RISER TOP BOX CUL VERT @ 0. 5% STA 30+81. 80 PT LT • PROP. 4' cw l" TD R/W SIDES OF STREET, SEE ENLARGED -I~ RIC BOX ' PROP. ~"' 30. 03, FL BOX 23, 06 BEGJN 5' JNLETS LT • LJNE AT FOUR CORNERS OF DRAWINGS SHEET 14 ULVERT <> 0 05"' RIC BOX -"' RT, TC LT & RT 29. 52 p ) -I' o 0 C " , ;, CUL VERT @ O, OS% ~ 0 DOUBLE BOX CULVERT C TY · STA 19+12. 86 PROVIDE RIC COLLAR AT JUNCTION OF 4' X 6' CULVERT WITH 4' X B' CULVERT - + '" cu cu >-- "' "' >--LJ V> >-- NDTE1 CONSTRUCT DOUBLE BOX CULVERTS, HEADWALLS, GUARD RAILS, GRADE BEAMS, FOOTINGS, ETC. , ACCORD I NG TD ENLARGED DRAWINGS, SHEET 14 AND TXDDT DETAILS, SHEETS 25 -32 HEREIN 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 5 78, 86 STA 19+46. 4 PT LT STA 22+0c TC LT & BEGIN 5" lNLETS TC RT 30. LT & RT, T LT & RT ], 32-=\ STA 21+i 8. BO PC LT, -RT----l-3_Q.J_2~_ TC LT & RT 30. 79---. ------1-------------------. ' ' IL \ I " ,_ c' . T & T: RT @ i"----STA 19 TC RT @ 0. 3% 4' x 6' CULVERT ' 05/. 3. 42 \ 49. 80 PROP MH RISER, TOP 30. 22, FL BOX 23 .. 5 PR DP. 4' x 8' RIC BOX CUL\ ERT @ 0. 05% \_STA 19+12. 86 PROVIDE RIC COLLAR AT JUNCTJDN OF 4' X 6' CULVERT WITH 4' X 8' CULVERT , 86 GB RT, STA 22+3 . BO PT :~ LT, TC L • RT STA 24+53. 80 PC & rSTA 25+21, BO P LT, STA END 5' IN ET LT, TC BEG lrN 5' INLET LT & RT, -30~9J_ LT B. RT 3 ~~-RT, TC LT & RT 29. 93 -------=----.--~-----------r---------------, ----- " ,_ Tl I I K.. I< I ], 3% _j,/ 3% J STA 25+24 80 PROP c RT @ 0 MH RISER, TOP 30. 03, FL BOX 23. 06 PROP. 4' x 8' 0 RIC BOX CULVERT @ 0. 05% PROFILE -DRDGDN ;:>7+33, 80 PC LT, GB STA C LT • RT llO 57 I ,-STA 28+( l.80 PT LT, END TC LT • RT 30. 36 LT I -----,_ ___ -- '" ' "· II I I II. RT @ 0, 31. TC T @ 0. 3i _j STA 30+81. 80 PT LT 30+13. 80 p[ • & BEGJN 5' INLETS 5' lNLET LT, TC LT & RT, T C LT II. RT 29. 72, RT 29. 52z \. I STA 32+44. 3 GB • CL DDUBLI 4' x 8' BOX CUL 1 ERT, TCLT&RT 30. 40\ NG ~ 3 ' STA 32. 99. 53 END CB.G LT &. RT, TC LT & RT 30. 57 LT "' RT @ ' / "" 3 0. 31. J TC \ I 0 TC RT @ PROP. /0 RIC BOX @ STA 3( +84, 80 PRDf 78) MH RI' ER, TOP 29, 62, FL BOX 22, THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO_ 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0. ' 54/. ' x 8' \ / :-L- ~ TC LT &. RT @ 0. 3% CULVERT 2 /FL 22. 70 5 05% '--, DOUBLE 4' X "'-BOX CULVEI T 8' 0 30' 50' I•• I I SCALE: 1'= 60' 2 0 120' I OWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG_ NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEWER PROFILES PLOT SCALE: SCALE (H): N WEI SH SCALE (V): DATE PLOTTED , .. = 60' SAME NONE 02118/20 COM. NO. JOB NO. PG04 AS PGO 08068 SHEET _2_ OF 33 N PDRHDN OF A 293, 041 ACRE TRACT, DOC. ND. 2019035726, D. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD, , TX, MPM DEVELOPMENT, LP I I I ,------------1 I I , :I ~I ---------;, ,,-111)\~1 TI\:(.(\~G\( \1'41GG t~ ---- END OF ROAD BARRICADE /STA 14 +83, 44 END lB'HDPP 1 u \ l-P (DEJECT MARKERS)~ UG L 25 23 AND PL , F · I I I \_ P, I ST A 14+ 73. 44 END CS.G LT I I I I ~ RT, TC LT • RT 30. 82 18' HDPP @ O 12/. I I I / I I I 1 ~@1s 9 1~ ~ ~ ;~.,~~ f ~~I~@ 36 ~11 : -----------1 i-------------~//~ _________ _Ji r t8-- I I FL 26. o"li ~ · 1 ~ -srA 2•60 · 25 MEEREEN sr 1 CL PROPOSED TEMPORARY ~ 1 1 Q z .STA 14+18. 44 PT @.. I i.. ~ : I l ~ = ~TA 13+83. 44 BEAR I I I I -I \ !END 5, INLETS LT ~ .' I i IsllAND sr PROP srn MH, ; /END DF ROAD BARRICADt DITCH, I SEE SECTION ON I I I 1 ~ ~T~T.l·~g E~ ~Eg~N 3 g~~9Lz 1 c;;· TC LT. RT~~~dJ ·:~~ ~·--~.~~5 ~!y~~~ v-~~~E~-M~R~E:s~~J SHEET~\--------/-~------------\ 1_ i ~ STA 00+85 BEGIN PROP. \l ,,.. O'J.Ud/."If'U"" ,,,,.,..,.,.,,..,..,.,.,,.,,, ~ ~-#~ t-..._ \~r o\/ / / ,, / / / / / 1/ '( / / / / / / / ,, / / _..:._ / I/ / / 1·1 0 42wRCP, FL 24. 42 AND PLUG~ ]o ·;;1+00 . ~q 2+0 ~ :'!;~~ 3+00 MEEREEN ST ~' oo _s+oo S=0_._221. L-r~oe----:_-----.--{=----T-!'.ee-~e:-cc1. -~+oo --"" Z~~J~~/~~~K~~~~ICADE 10 ~o 42' RCP @ 0. 1 /. / U, _,--21' RCP 48' RCP @ _0, 1 /. 0 ( , '::~f*,.~+;:\~~!~· ~~~P~F~E~:~~~P-/ -/-/ -;;--/--b-t--,-/ -/ -/-/ -711 /, / _/, ~ ~ '" "~ I ,}' ' I I I ~i~ i~oE T B~G~~ ~~G 2~ T • : fT'.:~~ ~~~~~·: ,,,~,))~ :-· ; f ·~~-A ~~~· :T:·;~;;,~~·T I -~i~-~92 f~-;; R~&~1~ ~:: ~ \ / L _ ----riir~~M~~R!f ~ ! ~ ~ TC LT • RT 30. 95 I , ', I I 'bil "--TS LT • RT 30 · 95 I I ri I I I ~ -I II I ~;AI~~~f~ ~i ~CR~, ~l~g : ;~ Dt i Fiji 25. 61 21 II I ,0 VJ : ~ i-----------\ : ~ i ~ ~ PORT JON OF A 293. 041 ACRE TRACT, DOC, NO. 2019035726, D, R., A PDRTIDN OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTlFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I LT & RT 30.05 ~~\O ~I r31.i1> ~ bl-I rrl I ~ 0 1 , u.!1 ~o ~ ~ r--------f?~-11 "' ~ I I~ ~I rll l . \I l : 111~ I II :,; :; I ~ ~ I I "'I I ~ ·1 \ I ! I "' I , ' "> I 'l c ._., I ~ I : % I <..LJ <-c /lJ I I-< 2 ~1 : ! ~/ ~· ;~21JHDPP~O. 1/. I I 2§ : ~ 0 6 \ :~ : ; ; ~.-1 11 I \~ : 3135 32. 23; -i-----~3---J 0 SI 3 \ I j l ru 1 ~ : I 23 I I ~I :~ I /~; -l,-2; Ir+-I I I ~I "' I / '1 ' ! : T I~ ~I '_::1 '~ 31.55 vi 11 ; tB1GJ I I 24 @ 1~~1 ~ I 4 {,;;\ I , ·.1 ' I I I I I 6 I II ~ i. '{ STA 11 +35. 44 GB LT • I I ~ (/)' I RT, I TC LT & RT 31. 29 ,_.ol "' 11' ' o " • ' I (/) \ 7J-o 9 ~ I ~~ ~I 0 ~I I / I : j ;i ~ , ] I I Is 2:il I 5 I I 1 " ~ ~ 1 I 25 I II~ -I / I i: ~I~ ! ~ : II 1r\2 I~ I ~I I i 8 II l'l I 6 / I I i "' ~ : I 26 I I / : l 80+t~ ~~ I I 1;:;; I I ~ I ~ _. ~ ~ ' I~_ I T I I ' ~ ~ I 31. 20 32, 07 I I : ' l l. ! : I I-I I I I ' ! I I ,___. I 7 ~ % 27 I - I I 1 '•"'1';7 .i l I I : I I : ! ~ ~. ;l-1-1; 21 ~ HDPP @ 0. 1 /. i I I ,.;,-~ I ~ ~ \Di I 11~ 31. •• I ~I I ' D i I -I I I 'i'l : I I;; 28 I 8 I : "'j '; : STA 8+59. 92 CL PROP 5' I I I ilil (Jll i I l '[;( INLfTS LT • RT, TC 30. i6 I I . ~ ~ ~ -~--~ I ::. fT11 ~ v. I ' I 7iJI f'ii ~ ~I 30.83 (3i.70)\ I \ FL 2&, l4r ~ ' I I I ''"' '=--'-7 I {,;;\ 1 '~ : l ii !'-FL 1~6 10 29 I I lg 'O I ' 'I Ul I I I I 1 ! I~ I~ I I I I I I ' 'i7 ';7 , I'" ' I I I \ I I l ~ I ~ ~ I I I I I~ l ~I I I 1 I 30 I I I I lO '\' I I ! I l I I I I ij I I \ I I ~ l I ll31. 1;c (32. 01) 1 I S I ~ ~ ~ ~ Ul I I : : i I t I I 31 I I u: I I ' ~ I I 111 I I i ~1 8 !1 I I I~ I I I I I i . ~1;!: ~ii-l+--+---1--------t-11 I [T"\ I ~.{/) ~ I I ! I I : .i: • l i I I I_ I ~13=,, "",.-----1,,'.__-;;93l=. 4-=;;1 i--1 -----;11~~1 8 I t ; I I 32 I I ~ I : 12 I I ' ~ . 11H1--b= 1 =:::----~'711--1 I ' I I l''~>L0'4°''1D!!\l-1 ..iJ~ I : ~ 32. 35 I ,___. I I\ I I ! 28' BB j I I I '"--:'. ::: DI I i · ; i ' ~r '; I I 33 I I I I \ I 1 I ~'.1µ 1----'-I ----'--II I 13 \ ' ii \ 11 l 818 ;i I II Ii \ 11 :~~,l I II ~ ~ 34 I I~ \ 3110 I I , l I I I I I I 14 ~ I I l g I j T 31 84 32 71 I I II \,11 ~:, :11 35 II h------_L-,---.-I ~ , ; ,,-----re, LT & RT 31. 61 1 1 I I \_J_-1AJJLl__LirilJ_ _ _j_ 15 MATCH LINE HF' STA 4+75 CONTINUED FROM SHEET 5 5+00 6+00 9+00 10+00 11 +OD 12+00 13+00 14+00 15+00 40 n ::s:: D :J> z-1 -in ~ :r: 40 35 ST A 8+c: 9, 92 CL PRO LT &. R"T, TC LT 8. R 5' INLETS 30. 46 ST A 11 +35, 44 G LT S. RT, TC LT ~ RT 3L 29 TC T & RT @ 0. 3% ST 14+18, 44 T B. EN 5' INLETS LT & RT, TC LT & R 30. 65 STA 13+48. 44 P B. END 5' INLETS T • RT, TC LT• RT 30. 65 STA 14+73. 44 END C&G LT 8. T TC @ 0, 31. 35 (/) (/) :r: -I [T"\ :J> 25 ----1----__, ____ -1-___ _._ ___ ----1-____ '--_FL-I-NL-E-T~LcT~2:6.~l~O==~:t::::::::j::::::::2:1:'t:D:P:P::@::O:.t1:%:.::::::::t::::::::t:::::::±:::::2::1:':H:Dr::P::@::0:.:1~·========±:::::::::~~2~1~·R~C;P~~l~~~~Jj~~~~E~~~=]~j _ lB'RCP 18'HDPP ST A 14+83. 44 END 18' HDPP AND PLUG, FL 25 23 25 [T"\ -J". -1 + Ul~ F INLET LT 5. 61 13 83. 44 BEAR I SL AND ST P DP FL INLET LT 2 , 15 FL 25. 10 Ul FL 25. 58v ST 2+60. 25 M EREEN ST = TA 20 ST MH, TOP 3 . 95, FL 24. 4 20 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~_L_~~~_L_~~_L_~~~'--~~_J__~~~L_~~__J__~~_J PORTION OF A 293. 041 ACRE TRACT, TIDC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATIDN COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP STA 1+00 BEGIN RT, TC LT 8. RT 1+00 40 2+00 PROFILE -BEAR ISLAND ST, 5+00 STA 3+90 ND C&.G LT RT, TC LT • RT 31. 28 6+00 7+00 8+00 STA 2+10 PC LT & RT, TC LT • ' T 30. 95 \ C•G LT & 35f----+-------l-+-~--+---+-+------j------/'---------j----f----l-----l-----+----+------l-------l-----_____j35 31. 28~ -- ST 2+80 PT L & RT, TC LT & RT 30 95 ~ "~----------\-- 3 0 TC LT & RT @ n ·i 4c'RCP@ 0 1/. 48' RCP @ • 1/. FL PR POSED T MPORARY DITCH @ 0. 22/. NG --------------- ::s:: J>n -lo nz :r: -I ,~ ~z zC [T"\ l'l t::J ' ID ,z (/) (/) -I :r: 25.__1--~~-1-~~ ...... ~-----l----l-'+--+----+------l-----\l--+------l---+-----l----_j_------l--------l----j__--_j_--'-----25 STA 00+85 BEGIN PROP. ~ --j;±:J----~;-:~~j";-;;-;;;;-j-:7--i----t-L---+----+----i----+----(._---l---J 42' RCP, FL 24. 42 AND PLUG --------STA i +60. 25 MEEf EEN ST TA 4+15 BE IN PROP. = ST~ 13+83. 44 EAR EMPDRARY D TCH &. J> [T"\ [T"\ ()'.] -I +~ Ul ISLA~ Il ST PROP 5 TD MH, ND 48" RCP, FL 24. 08 TOP : 0, 95, FL 2• . 24 FL TE PDRARY / DITCH 23. 12.'.../ 20L_ __ _L_ __ ~ __ _JL_~~__J__~~_J~~~_,_~~------'-~~~_L_~~------'-~~~_L_~~_J_~~~+-~~__j_~~~+-~~__J20 0 PROF I LE -MEEREEN ST, AND OFFS I TE TEMPORARY DITCH TD EAST THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52, IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE: I'= 60' 120' I OWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEWER PROFILES PLOT SCALE: SCALE (H): N WEI SH SCALE (V): DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD5 AS PGD 08068 SHEET _6_ OF 33 D ITT ~ (Y) D (Y) lf) ru 0 ru Ul .------~-,-------~ .--. I I I I I I I I I ~d <;;( -r ~- f- _J u f- . m - °'·(.l)IY I a c:r t1 I CSJ -<-I -~ ~ D... o ~~ I (Y) ~ 0 ' -;-~ "'~ I +r-------+1---t,~~---t-+--1.,----i ru I ~ ~-[\J .--< = I 0 I I I t- _J u t- a.: D ~ 0 +1-------tt~o---+-+--+------< .--< .--< D ~f---+----tc~~~:------1 0 '-, I 00 "' "'r-: I-"' w --'I- I u-, I- I --"--' 0 I u~ o I a 0 c -+1-------t+-+-~0~0<7--+--------< CJ' I -.. I ~I- I "'--" I 0 o I +1------tt--11----+--------< OJ I I I I I I I I o I o I +1------it---fl_~-,-----i-------i I'-I I I I I I I I D I o I @J f- "' oil f- _J u f- +1-----++-'+----+--------< Ul "" m "'" ~M ru m a>-1 "u_ r+~ .. Q_ -" I "' . ,_ m "' - - I- (/) (/) 1-z <I _J D > I w _J >--< Li_ D (]<'. o_ I I I I I I I I I I I if I I / I / N • PORTION OF A 293. 041 ACRE TRACT, DOC, ND. 2019035726, D.R., A PORTION DF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD, , TX, MPM DEVELOPMENT, LP --- I f-------- PORTION OF A 293. 041 ACRE TRACT, DOC. ND, 2019035726, D. R, , A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS I NAMED CUADRILLA IRRIGATION COMPANY, NUECES I CD., TX, MPM DEVELOPMENT, LP ti I I I I I I U-----~ I 1 I r-- 1 --1 -----i r------: ------: : ,\ ~ : : _____ 111 ~----~ ~-----~-----: i-;~,-, _"' __ i II <. '-J I I '--., --1 "' 0 I I ;; l:)--1 _:,; <l:i I I ><.--: I I I ~---- 1 I I ,_<i'.' '",,, I _ $21--_ _j r~~' -\----li----"-55,,_'_.D"E'---t-~~5~5_' D~E~~ -Iiff------1 r ---!-.... <i -END -OF R-OAD -BARRIC 1DE 1 c::; \ 1 1 1 g ~ I I 2 <J: (OBJECT MARKERS)~ I , --1 I y STA 14+74 ~8 END , p· i .G '-'-1--1 S~A 14+64. 88 END C•G LT • 18' HDPP, FL\ 23. 38 • LjJ I l ! RT, TL LT 8. RT 29, 47 0 0 \ n :£~ -----j_ -----I 1----I ._,• ~ @) ~ 11)] ~-: j f;i ,~I l~d;P ~~JI I DJ> 6 "PORARY ST.A 12+40 BEGIN CS.G LT 8. I "'I 16 Iii T o : ~ I -~' I z ---j CL PROPOSE TE1-1 I Rll, TC LT • RT 29. 34 C: STA 13+45 PC • END ' " ' ST• 14+19. RB PT IT ---j ~ DITCH, SEEi SECTION BELO\.l_\J I "'15' INLETS LT. RT\1 i I"' l V_LC~ ~T 2\33 -I c-<z -~FL TEMPORARY sTA 12+1~ END TEMPDRATY DITCH I ~T;.iJ,\;,.,i;~ 29~ _=\,_j,l I i i 10·,DE 6;n-HDPP ·rr. o t. L •BEGIN~' FL ~32\_ rt--------s'Lr--'(;f 1 0 -" I CC: _DITCHE• ~ ------\ I\"'" ,..,..., " z 1/' "" ~o__...-~CL_FLl22._QQ_ _ 1:£_DE 1 _ fTl ~ xi\ t:j ~/I / " / / / ,, / / / / ,.. \/ /11+~0 ~ o ;2i:: / / _:_ \ A 0 QARTH ST S-O. 31.-~ Ma· ~ I I \I ~p I 1-1 / 9 +oo _s o, 22% 10+00 \ ----, • ~ 1 ~ 1 ~ 16 :r: / / / -;-/ / / / / -;--/ / / 12+~0 0 o Ls o. 3-~1-~~~~------:' ~~~ ~~~T~Tl4;~~9 ~2 0 xg~eN~ir E; ~~g;~ ~~ 1 .- / / / / END OF ROAD BARRICADE COBJECT MARKERS)_// """ "'"""'"' '" ,' ,,_,,,"~ "' 11' 7' !INLET RT, TC RT 2$. 3[ -u D • "' • -u I ----i-----1 PROP ~p@ o. 221. I R~~~~---srnr 1 ~l?~j-~ Gl '1: , .,_,. 3059''\ ~~~~ ~~ / (/) (/) :r: ---j fTl J> fTl OJ ---j I I VJ I I MH, TOP 29 03, I I ; ' I ' I I {.,;\ I \ ;:: SI"'"' ,.. ~ I VJ I ' VJ FL 22. 03 1 J j l ! I I 1 7 ~ I \ 2i" r ~ 't"' I I ' VJ I I_ --!;? a I TA 13+49. 88 PC LT, GB ~ . o'i' ~ I I ~~~ri -< t::J 1--__ __ __ __ __ ~ ~ _ _ I T, Tc LT s. RT 29. 48 1 1 ': m,1 h---+-------,ct ~ -o :.o 5 I r:; e _:,; ' 1 'RI 21'HDPP@ o. 1* 1 _,,, ----:ti : : ttl! I I~ 2 ~~: l ~ '~:1 :~ i iP:DP. lB I I ~-I gq ~ ----_J L _£1_ --I I "i ~! i I l m~r -1-'1 ---rv~------.:cc='Y,,--11 \ I + __ CJ' Ul D I I -- 1 I ---2 5-I I !_,_ --1 I I ;,)i "': : ~ I : ' I I~ 30.17 I I I ._,_ I I 3 I " =5 " ' I I 19 I \ I -------- EXCAVATE THIS AREA FL SEE PLAN • PROFILE--..... b=2, S= 0. 22% _N_(!_ _____ _ I I I I II i ~ ;, ~ J._ I"' I I I H==------;;=;;>1-'-nl~ . 8 .-~ q ' I~ G,, 161 I II j <t-1 < '1'1! Iii I I I '.._(~ ~ ...... D z rl \ .... 4 I I ' r;:. i le; I I \ I I ', I ~ t z ~ \ 20 I "'-.... I I i __, II I I I --.... 1 ~ ;/; • 1~'11-7---+==oc---~;=v~I I-+-,---'-~'\----,-1 --->-I i l!l l I (/) l I I~ 9, 75 '1 I I '\l, I ! _,i i 5 -\ I \ ~ I I 1 \ I 21 I ! \ I I :s :+P~DP. 21'HDPP@ 0, li I 1'"29.60 ~-i I ~ ;1 ~ I Ul 1 I 6 1\ I 1 " " ! I I 22 Ril I I I '-M M ' I I I I 1:--J \ ~ v v ~ \ @> 1\_1 ~:1?~~1 1 , I 1 1 ~:(.1)1(/) ~· I ~ ~1 '8,49 ~I I 7 I \l ~ I j . 1 \ sL 10+00 fCs' INLETJ 1 1 l l ~ !~ ~ ' g ~~ L 11 & RT, TC 27. 98 I I II~ FL 24. 581 -II ::: a:\ · ~kl J \ I I~ 8 I I ~ t_,1 ~L)f ~llFL 24. 20 24 II , "'1 11 I I \ ~ ~ ~ I I I : I~ ; 1, I I I Ul TYPICAL SECTION FDR TEMPORARY DITCH SHEETS 6 ~ 7 I I I 1 ' ::i ::i 'I I s.44 l?o.2sTI I 9 I 11 ; Cf? ci I ~ I II i "' ~ ' I I 25 I I I I II ; ( I I NTS PORTION OF A 293, 041 ACRE TRACT, DOC. ND, 20 1 9035726, D. R, , A PORT I ON OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERT IF I CATE 33, SA ID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CO. ,TX, MPM DEVELOPMENT, LP I t-t; ir,::= •• :::-eii--~2,~. s:::<• 'II -----:i1;'1 ! ~ l i ~in _,;_: ___J_ll _____ --i!l------t I I I~ I ! 'I I I I , • O' RD ' I I"' 26 I 55' DE 55' DE I I I I 0 I ' 28'' BB : " I I I-+--------~ l---rl! ~ I ~ ·u:! 1;\ ' I I II ' I t t tlf-li' c;.;-+6~-~y;-1 I I I I ; \ I ; \'" I~ ~ : (/) I : 11 I \ ~ ~\ j \ I 27 \ ~ : I I ~ 81 ' 1 I , I 0 1 1-~·:::::-----zS<'.----r,im' .::;-1t--..1rn; T,---+1-----1,-----t o I ·~ ~I I i ;,____ I I I 12 I 1 1 ' : : " I I 28-------I°'& ~ I ['l_:i "'-" I • ~ " i I I ' -, l'l I I Hl-------~"---m';HllJI~ I Ct"1 ~ I , iii ::i 1 ~ ~I I~ 9.85 , I-->-I I I 13 I I I ID t ; I I 29 I ~ I I I @ I ' 0 I ' ' I I I I' I \ ~ ~T ~ I I CJ"' 81 I~ 9.19' ' I w I I 1 14 I I , ~ ~ I I 30 I , ~ I I I I I i ~ ' I I ;;_I e: --<1 ~ I I I I I ' :;:; ~ I I 9. 34 ~I ':! I ~I I I 15 I I ! ~ i I I 31 I e I ~I I I I I ~ ' ~+ , I I I ~ I ~\ I 1@ •" I I i (' t 1 I i I ~ ~i----~2.,_:!++----+-----i n z si+oo 10+00 11+00 12+00 13+00 14+00 15+00 16+oo I I 16 I I ' ~I I 32 @> I I mi-i· oz ~35 -----------------------~-------------------------cL-PR~P-1Po_s_rn----~-35 I 1--+-------1--1-<--jjli. 1 R 1 R 1 I I I I n DITCH sv oTHERs ~--i I , a o '"'' h----,v-=:::-----;:o=v,1----I I -----1 STA 13 45. 00 PC s. END I -. II 11 t~ll l{) 0 L[) D ........, I STA 12+40 BEGI C8.G LT s. 5' INLETS LT s. RT, TC (STA 14+09 42 VDLANTI~ ST I I I I ~ (I) (/) ~I I~ 30.47 I RT, TC LT 8. RT 29. 34\ LT s. R 29, 03 \ = STA 13+95 QARTH ST CL I -I (Y) (Y) ru ru z 1 7' INLET <T, Tc RT 2~ 30 11 I , ' I I 33 MATCH L I NE H G" s TA 4+ 7 5 ~ >--<30 NG ------=p~~:;;::;;;;;;:::;;;;;;:~t=-=~-=~+-=-=t=--=~1=+--=1 30 I I ,---... I ' 81 I I CONTINUED FROM SHEET 5 ~ ~ -------, ' -.. u --~ -~ - 1 -I :l~c30~~·LT •~~:::~~I'.: i 1 '1i-I ~11-'--l-'---l---34---------t!---i I Al :r: ST A 12+ 15. 00 END TEM ORA TY \ \ I I l ' I ! I I I D > DITCH. 8 GIN 54'RCP, FL 22. 32 <\i '" MATCH LI NE ,, G' STA 4+ 75 ~(/)25 r-----+------ir-----+------i----+------+-----tT--++~54-·-+-c-P_@_o __ -+-21.-.---+-*5_4_•_R_C_P-+H---D-O'-H+D-P_P_@_o __ +-51.-.----1,.__---+---i2s CONTINUED FROM SHEET 5 ;:;::; :;;: FL PR POSED T MPDRARY DJ TCH @ 22/. @ 0. 05/. ' ' "L TEMPO ARY fTl OJ DITCH 23, 12 STA 13 45, 00 STD FL 22 . OO --i +20 ~---~----+-----~----~---~----~---~---MH_,_T_0~2_9_,_03_,_F_LL2_2_,_0_3 __ +--___ ~----~---~-----4--+"--~ 20 CJ' Ul D PROFILE -DFFSITE DRAINAGE QARTH ST. AND 60'HDPP TD DITCH BY OTHERS ST A 15+62, 95 END 60' HOPP, FL 21. 92, PROVIDE END OF PIPE RIPRAP STRUCTURE FL PROPOSED DITCH BY OTHERS 21. 54 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 I• 30' 60' •I I SCALE' 1 '= 60' 120' I PROPOSED 54" RCP PROVIDE 3 EACH 3/4' DIAMETER STEEL REBARS AT 4' CLEAR OF INFLOW END OF PIPE. GROUT IN PLACE NOTE1 USE THIS DETAIL AT FLOW ENTRY INTO 54'" RCP QARTH ST. STA 12+15 <THIS SHEET). DETAIL -REBAR INSTALLATION AT DRAINAGE ENTRY TD PROPOSED 54"RCP OWN. CHK. NTS BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO_ F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEWER PROFILES N WEI SH PLOT SCALE: SCALE (H)' SCALE (V)1 DATE PLOTTED , .. = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD6 AS PGD 08068 SHEET _7_ OF 33 "' "' w Vl <: I n_ w " <: _, _, -> w " R w °' w -,,. ro "' ru I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LDT !A LDT lB ' N CONTINUED ON SHEET 9 "' "' 0 ru Vl Z D CONTINUED ON SHEET 10 MATCH LINE 'B" STA 12+50 (;') .,...., ~ ru fu D l!l~ct Lf) 0 Ln O .,...., '<)-GJ,!,,..., 0 Ln D (") M C'\J (\j _J (\j ,..., ~ "'1""" (Y) M MATCH LINE "A" STA 12+50 Ln (1J I ~ I : 1 I-_ t:--iY. ;.<C~ I :I ~ I I ~ I 1 --.i j; ~ t;; 0 I }: .,\1 I eJ I ~ R I : .. 1 W ..... f-~ I D ~! j: I ~ ~~~~ ~! ~~ ! ......... r:::·...... ~ ~~: ~ : ~~ 1 "' : D (1J ci ru . D ru t......w~ru I ~--.J.. ~O : ~~.!. ru 1 C'1 ~~ i -I .----I U,~IJ:!U...D I -T-::::::0:== ~.---a....-..-. .----I I ~ 1·······0 ········1 ..... \ ~ Q':" I I I ,.·" . I ~ 1 i ....... a._~'\'"'11 ... .. CONT I NUED ON SHEET 9 =~;~ : : ( ... ·"::............. : ~ f! ~ ~ 1 ~ CONT I NUED ON SHEET 10 -~5' I ' I '' I MATCH LINE u Bn STA 12+50 MATCH LINE "A' STA 12+50 E;:;;::u 1 I : 1 ~ 1 ~ .1! C:o RJ1 ~ ti-\ I 1 I] :ti>!c:a 1 1 i 1 ~ °'§ 1 •1• ".01 cici --i>4. ~ FL 12 • ss 20 . 99 1:, ~ 0 11 +20 1 1 : 1 ,./ g< ~ 0 1 i 1! ~ r [}:'. P=l :-...: FL 10~ ss 20. 02 -1-t" -_ _ I -n_ \ I I ' I _.,-" ; 1° o_ :::; I >->-'° -~ I I ,; ~ I l ~ ~ . I L ... / -a,~ ~ I : , l g -I ;: :: ('lJ \ I I ..... " 1.I I I p RD p. 8 H p v c w TR 1 -~_97' -\~ ~ -g• ..--I ~ i '"' I ('1"' -~ 15'" ~ I :1: o_ i;;1 n_" D N\ '\ ii> ~ I : I l I ' f-~ ~ I '1: I I":;] @) I I I 1r-PRDVIDE JOINT RESTRAINT f-.-()-'~:1F2H '\ I "' : j I "" ~gi 1 ,,,_-f+l.i-~~--J V> ci!-fo+-+,,......._-11---Ho ALL FITTING AND PIPE 1 11 111 ' :l< I\ :: "'I 1 :::<1J : --i:t~~4 ~ \11 7. ct" ii I I ~ I I I ':J ll: l : ~ cu f-~~ ~ci I J1i I o_ II -~ 11 .. I u I Ln l "' ci ;<;;,,,,. I ,I; I ' LDT 2 '1l ~l~~P;,A~.z~p~~1~S~l11 ru ~ 111 o :>-:~l /m~~ ~~~ o : ~m i 3 @ \1111 ,.11:111 n-Al PROP. 0 I I @i °' t;l ::;wm 0 I '.::i1i I STA 11+00 11 I / :-= .. :I L11 1 1 ::D~~ECJD~:R s i i ~LliJ~ ~ ~~~ s j :: Iii i 1: :~ \~ ~:1 I I I/ o RESTRAINT ALL I I co· · ~ ""::l!z I "'w I·,' 1 3 ~ , ~~I/ I I PROP. 8" PVC WTl~1:11 .""~ : I I I F~~T~N~ AND PIPE Ill ; :I : : I§ ~~~ Ill ood ,j : \II rl ~"' 11',1 " ;o I I ® I ! ~ ~ I ~ ~ g: ~:::; I ~r,F=l=t,===~+::=:ti ~ STA 11+86. 22 PROP. 8" PVC WTR ~ I II ~ • I 111 ~ : : N ~~ ~ ~ : : 11 ! \ \II II M ~1i 11 PROP. rH I , w Cl' I 1 ; I 0 a. DC Cl' I "' i I I ,,...< PROP. 10" PVC SS I w ~ a::: I I ~~ i::::i ~ ~ I I ~(\J I I I II 11 I I I ,._"' l~I I :'2 • PROP. FH I I I :N I u : i I .C: ~ I LINE "C @ 0.26% ~ LlJ ~ : I I]:;;~ ~ : f-ii I~_; STA9+35.16PRDP. 11 ~ I 11 i(i 11 I ~ 11 I I I ~ D I j l I ".: ~ SSMH E-2. TOP ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LDT lB -&09, 851 SF = 14. 000 AC. TD CL IRON THRONE STREET AND INCLUDING 15' STREET DEDICATION ALONG FM 43, 559, 905 SF = 12. 854 AC. EXCLUDING PROPOSED STREET RIGHTS-OF-WAY II II I T _, ():'. I ,,, '-M 32.61,FL21.64--.....__11 i!i 111 1 I 1;! 00 :r: I ;;1 1cnn_ '--• '1l I 1 1 I I 11 I : I ~ ~ r-I j :: ~ : ~I" I 1.~~-+--.1-1--li..11;~~ ~~s~~oG~, L~L 8 ;~:~7 SS 0 I I l l I i;! ;" z o I : :1 o 1 .., "' PROP. 10 LF 9• p~c I i: 1 I AND PLUG 1 1 I I 1 1 ~ 1 1 ~ \ 1 ~: §2 ~ ! i ii 0 I :;; cl, ~i. ~~u!Ngu~l.u~L I I I I I I m 1 ; ~ 1 ~0 ...., m i ; ;I @) I o 11 I I Lii. I u ~ '--" I : :1 o... I : Q ~ I \ PROP. 12 LF s-PVC ss 11 1 I ~ 1 1 1 1 1 1 : 1 i\. ~t. 1: ~ ~ ~ 1: : :: : .! ~ ~w wz~ \I II I ~ ~I I I STUB-OUT, FL 22 OD AND PLUG'.,.111 I,, ' ' • ' ~ I "'"'""~"' """ ;;-• : ' ~~;1!!·'~,";,~;,~ 0 i i \~\ ! 1! ~ i l,i ~ i ;~ ~ 1 11 ~ ~:1: ~' me mo cc " "' I 1 I I 11 \' : ' : i ~i ! :; ~ ~ : ! ( ~ : -15' i.J I: : ~ 1~11 LDT 1 CD I \ I 1111 , \, PROP. 8' PVC WTR l \I. I 1 11 ~I I ~I ;I,,. \ D :: ~~ ~\ I ~ w 11~1 1 1 lJ-PROP. FH I I PROP. FH 0 11 mci 1 ! 11 ~ 8': 0 1 "' "'"' f· \ 11 1 u z ~l(l,. I~ I .( 1 PROP. s" PVC ss o P'l I i., oo ,_,. o I r--<.r 1··.\ > 1---1 n_ ~ + " .. + · l< :'"1 o_ _J 1 \I LINE ·r· @ 0.4% 111 ~ ~ 111 '° i ;>~ i i1 "' ~ ~ '° ; f-oou ".. ' a, 11ci!1#~-+o::-1"4'1P STA 6+48. 27 ~ : : I 1:1 ~d : \: .. 11 1 ~ ~ ci~ ~ : ~ : · ... :::-... : t'.l 111 II ..., rr--n PROP. 8' PVC WTR ~ : ; , ' . ~ ,, li! : : \.'.J, ' ] ]I\--~~cip ~+~~PVC WTR I "'· • '1rPRDVIDE JOINT : I! ii u"' :g ~;~ : I r·...... LLJ I I ~ I I .... RESTRAINT ALL H D..... __."" <[ I I t--t ~ ~'~~cc,! 0~ c;:;,~'-;ti . I I rnn" ~'"'"' ~ !,! i i <} .. , ~ ' ' ;~; ~ i i i '\ ~ I: : '"I: I :1PROP 8' PVC WTR PROP. 12" PVC "TR:J_ i"" 11 Iii Ln ~;~ i ~o:::~:: --b"~ ~~~ Ln : : : \.,_ .. \:':.. \I I .. I I \ "' I .'"i--"t--4-----· I 1 I ~~~ i --.. : .... : ... · :~ -i J ____ ! i ; : I ~ : : I \ I! ! a. -9 ' i 1 / ~ ~ ~ ! / ; i w-,· I ~ I I : I 1 I \ 1'h; ~ //! ~ ~~!: ''"'' : ~ !' ,. ""~ 1: 1 ." ::1 \ ~ t t--6.: J.__1 I ', ;\ ~ I I I \\ / Q J j : \ : ! ~ .· ..' f-ST A 4+40 PROP. SSMH E-1 , I f ~ \ of I / / jt 1 ,, 1 :; .., n_ ·" ":./ TDP 32. 23, FL 23. 62-'-' F , ~PROP. 56 Li<. 8• PVC ss I llJ J / // I 0 ~ ~ I ~ t;j ~ .•. •· •. ·•· PROP. 1 o LF s~ PVC ss 1 \ 1 STUB-OUT, FL'-23, 85 9·,___ I 0 I ~ 12: 0 I ~ .. ..-::..-.. · STUB-OUT, FL 23. 67 AND PLUG -1 I 8'PVC SS I AND PLUG ~- / I J I I PROP FH ~ I~ ~: ~ : ~ ....... LDT 2 \I I ~I 11 PROP. FH rf7 '/ (") I~ "'...; (") I ':J ....... I I 1 ::~:~~;· ~,";:v:~ "'"")!,I !Jeew '",, o·e.rn :' j~ '' ;,/ ® I: : : : I i I Ji t ,1 ::r~~' '"'"" a j If f';" a ! 11 I : : 1 1 I STA 3+61. 59 PROP. SSMH A-L TOP 33. 35, FL 23. 10 8'PVC WTR : !/I I 11}~ "" z ; /o; ~~ ~ ~ !'.L ' 111 u-lt+ 11\-PRDP. ! /'!I 11/ ® 1 J,;i,~ ti I j Ii 111 ~ Iii i iv-PROP 16'PVC WTR ,'";~;i:~; '" ' :: 1:}1 1 1 1 11 I -:---: I I Zf--'f--'~UO< I ;"".J ~ : / 1~ I / I ~~g§;E ~: I rou ~ru°'\ I~\ ] 11 \ \ \ \ \ \ \ R Vl -m (1J \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ S89° 05' 03" W 159. 34' \ I I I I I ~ I \ \ \ \ I I I I I \ I I I I I I I I I I I I -_, ai d "' "' -,._ "' D '" D D "' d z u 0 R f-u " O' ,_ ci f- 0 _, ai VJ~~ f- ~a) "'" f-"' a a: j) • u" Vl"' Ei > R z D _, THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' "' . I•• I I 120' I t, m "' Ln "! Ln w 0 0 0 (/) " I ?" z ! SCALE: 1"= (/) J> z >-< -I J> Al -< (/) l'l >::::: l'l Al J> z t::J >::::: 60' 5o 'Y -R :I /II I J 1 I g+ ~I g~~~~~ 8~ 8+ / I I 1 1 PROPOSED l6 1 TAPPING J PROPOSED J 0 • T APPi NG SADDLE WITH 16' TAPP ING -~4~~=~~~~~~ 1 1 _~~&~~~~~~~ \1 =-~=:-T-:-_-:-~-~-~D--:=I~-I-NG=l-6-l~-:-:====~-=~===-~ __ ----to'..w------.J. ______ .L'5.'.....S.TfilI.T_ll£Jl.l.C8.T.lllli. _ _E)([~!N(i_~'._'.'~.=:-::::..._ffiL\l~-----lH-\I--_! !.__;t;'-\l~~X.!_S.!_l!:i.G_l~~T_l<_ __ ,,,.-\l ___ _j ___________________ 1'6'-\l----~-------.l--_ 15' s.JeEE.LllE.DlCAJilll"-It'-\/-~j *'41--EXISTING 16 'WTR=---..._ 1""* '' l""* ... 1-&'-\I J 15' STREET DEDICATION l/) L 0 I 0 0 Cl aJ " J> -I l'l Al u ' J> z VERIFY LOCATION OF EXISTING 16" WTR PRIOR TD ANY TAPS (WORK) ON IT "' D "' 0 _ __,_ __ --"-________ ~CL Fl<I_ 43 ( WE~R RD. ) _____________ -~-______________________________________________________________________________________ ~--______ _ ___...! '-..._ C~ FM 43 ~WEBER R~. ) CL CR 49_.....-1 r:i z I 0 z '" . 9 ---- J> z t::J u Al D 'l >-< ' l'l "' r; "' "'J> Cl -nz -"' r; z"' p Cl "',, 0 --"' w 00' ,. -w e>-w a J> -n P_, "' "' J> n ~ "' -< r; <"' r; "'" "'C1 r; "< - -" --- z 0 I I 23 - 24 -- 25 PROP. 8" PVC SS LINE " " @ 0.4%- -7. 5•µE 0 26 - 27 STA 24+69. 'i'B END 9• PVC LINE •A' ~ PLU( FL 23. DD I STA OD+ . 39 PROP.~ D-1, TOP . 20, FL 28, 5 - t-:--...... STA 24+37. 48 INE HAM ~ STA I 22 s~ 4+71. 52 LmL D' PROP. SSMH WSD ~ I A-6, TOP 3l. [ ~, FL 22. 87"-Jll'"'ll--1"1-~,,r:,,:t:~ -----PROP. 12"PVC WTR I ( ;,i~~~~~..,JIL:::':::::!:::'.:=::::;s~s~s---~-~~;:::=rsI>r--1~~-=r:::::=~sfss:::~-~:;:;;==sJsfs==;;,~'EP~ ~ I I ss/f "wsn / wsD ' f--! wsn '~'RCP ~ ~ I~ --+--- l----'-1---"' --:-11 V q; ~ RHAEG L c ws~ ::-. oej ~ 11 _ 2 --- ~ SS~\ J --'-t ;=-~S----~ ~S -j-~ -+ ~ l' '°' 1 • RCP, I -;:,\ \ / I II ~ ~ 'EE PROP. 6 PVC WTR_J I ' "!S'R p ~1~ 21 w~!;{' , -+-9 t--~ , I = -1--:.-.--' I I 2 'YR 0 PROP. 8' PVC SS I -9-+t_ I -----------I I LINE "A" @ 04% ~ wss ~L ~-:: 3 ------~ , STA 2+l2. 43 PROP. SS"H C-1, TO=> 31. 90 FL 2 . 70 s---s~~ . - 4 PORTION OF A 130. 570 ACRE TRACT, DOC. ND. 2D190Sl482, 0. R., A PORTION OF SURVEY l3S ABSTRACT S8l, CERTIFICATE 29, SURVEY 137, ABSTRACT S79, CERTIFICATE 31 AND SURVEY 139, ABSTRACT S77, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATlON COMPANY, NUECES CO. , TX, MPM DEVELOPMENT, LP ---}--7. S'UE s 6 7 8 ::<:: PROP. 8' PVC SS LINE "c" @ 0.4%- J>O 40 nz :r: ~ 2S' YR ---f------r-- H~ I -- • --c----1- B'SS 26. 15--... --~s--....--. .... r-z >--< c z~ ~ t::J >---'" I 19 I I IB 17 16 lS I ;-. WSD WSD "'I BL CKWA ER S WSD WSD •o nz • 0 20 15 ........... I wss DD I I I I ,i----1s· RCP T ~1-::1:;:=::=::=:~';:-;::=:~~::!~w~s~D~-j~~~~~~~~:ws~D~:;~~~~~:;;:;:;t~~"f':':~~t;:~~Fl n.i ----_J L ---J ~ -.... S-~s.&----S~ t-VJ ~ wl~~~=~=~=~=~=~=~=~=~~~~---~~-~--T-~~7~.S~'iU~E--~rr~~~~~~-~~~=~=~~1"' ~----H~~1---= ~IT ~~ • 7 S' UE _ ROP. 6' PVC \HR-J> ~ :c --------A I -+-. --.---I ~ [ I 25' YR --f-j ~ PRDf 6' PVC !~TR_/ i,_,1-'I Il 13 ~I ~ w~s .-+_ PROP. 12• PVC WTR 3 4 ,) 6 7 8 ~ c; -l~ $TA 00+ B-1, TOP 8 l~~I l 2 14 ~I § ~ ~I~ l 2 PROP SFH D • • 1 • ,,, , PROP. 12' PVC SS 3:: I ~ 11~ LINE "B" ii) 0.21 %-i J> n __ __,.---..__ I I PROP. 8" PVC SS \ rSTA 7+97, 2 PROP. SSMH B-l~, , 39 PROP. >«MH ---..._ LINE "B" '"' 0.4%--STA; 1+33. l7 LINE A" = STA TOP 32 72 FL 18 4S ~ 0 . 20, FL 20. s -P 4+71. s2 LINE • B' P DP. ssMH I -1 LL s· uE -'-=-t __:_ ·-~ _:__ -_,_ ---1-n z sSS-::---t,,. _-:.,-...._::---...... I l 25, YR A-5, TOP 31. 88, FL 19. 13 • \!..----_ ~--~.___---:_-s-· (!;--~ +-___ _I!:. 12· ss ~ o~ :r: ----1 9 /, r" _J y -£SS --'SS SSS--~ SS£-~ _ t'i· ocp 1 "-PROP. 12" PVC SS c ~~~~~~ws~D~J:::s..tss~ss~~~·~; 1~~==~i5~E~E~~~::~:::~?===~;:=:~:"'~;~ ,·~~~~;;::~~:::::::::::::::::::i•:::::...~~~~~~~.o..~~~f-"""'~~~~~~~~~~~~~ ~~ ( ssr 1 . f--! ws:~~ --1 1s· "CP LINE "B" @ 0.21 % ~ [;i I ii WOSD / :--... ...... !S RCP [>PROP. 12' PVC WTR DROGON ST • D 1---_!__ ______ 1_\7 J 1 oej WSD OG ~ ST WSD -I co !'! ~ z I '8'~ sss_ \ l I / _ --S&S +--r ----l>S&--S-FE -s-s,..Y -~ -s-ss--l' \ • ~~ -/=-<:E -, -~ ~ I 7 \ WSD,, I/( I -+_P_RDP. 6" p c WTR_J ---01 I ~ ~ ~ --IS' UE PRO ' FH-'-=--=--=--=--=--=--=--='-=--=--=--=--= J> R --' ltSS 2S' YR _ "' ir= --20' YR ~ I s:;-s.__;,----~1-------::.-.--' f3\ ~c 1 I 'd I I PR DP 1 6 • PVC W TR ~ >--'D I -----------\:'_) I -9'-1 1 I D 4 3 2 I ~ 9 ,,.._ LDT 1 O I 6 s 11 ~ I 11 0 I _JI ~ I 11 7. s UE -------I I 1 I ---~------l ~·04·20·w s13.61' -11-1 ~0 I 7, 5'UE I 11 Pi I I -PROP. 16' PVC WTR g._ _____ _ LDT !A, 334, 530 SF = 7. 680 AC PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2D19D3S726, D.R., A PORTION OF SURVEY 13S ABSTRACT SB!, CERTIFICATE 29, SURVEY 137, ABSTRACT S79, CERTIFICATE 31 AND SURVEY l39, ABSTRACT S77, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP 1+00 35 NG 2+00 3+00 4+00 5+00 6+00 35 t-----------I------------I------------I------------I------------ N PROP. TC LT & R @ O. 3% 6' WT 30' CLEAR BELOW TC- 30 PROP. 4' X 6' RIC BOX CULVERT----.. 12' w .~-: ............ : ::::::: :::: :: ::::::::::::::: ::::::::::::::::::::::: ::::::::::::::::::::::: ,:.::::::::::::: .......... __ ,, .................. ::::::::::::::::::: ::::::::::::::::::::::: ::::::::::::::::::····· 3 0 Q:::::::::T i .... _ ...... --Pi<rn R' Pvr S f> n 4% -15;-ec;;~ : '--sTA 0 +12. 43 PROP, SSMH 25~-~~'Fl!-_----+---~c_-~1,+-'T~O~P~3~1~.~90"-+~L'-"-27~.~7~0'---+-----i-----+-----t-----+---7/"--j25 FL 8' Sp 26. lS_/ 20~--~--~---~--~--~--~---~--~--~--~20 1+00 35 NG 30 l'--sTA 00+9 D-L TOP 25 PROF I LE -PROP, 8" SS LI NE " C' C BLACKWATER ST) 2+00 3+00 PRO TC LT ~ T @ 0. 3% .............. ················· ...... .............. ·············· -... P.Ri'iP'' ·a· ''P\if s·s .... ,. ······················· 0, 4% 39 PROP. S MH 33, 20, FL 8. so PROP, B' PVC STA 24 4+00 ' 6"WTR 30" :1 : CLEAR BEU W TC" ··················· . "'"'"··:.\ ·····:lk· ' ······················ ......... _ .. ,, ........ "I""' I / FL 26. 98~ I ROP CON ECT I ON__, v FL 24. 86 -J 1+37. 48 LINE •A' = STA 5+00 35 NG \ ~·:::;~ t"'cif· -.......:: ~' 11 :····· _,, ...... "' ::.:: J>n ~D nz :r: ~ r-z >--< c z~ f"'l t::J •o nz • (/] (/) :r: ~~ J>~ 4 O' +~ DO D 4+71, S~ LINE • D' PROP. s~~ v 6' IJTR 23. 1 D 20 A-6, TPP 3l. 83, F 22. 87 20 PROFILE -SS LINE •D" C RHAEGAL CT) ::<:: _c: -----< 0 PROP' 1 2" PVC SS 11 I \g ~ I 11 1+00 2+00 3+00 4+00 5+00 5+00 7+00 8+00 9+00 10+00 35.--~~~~~~.-~~---.~~~--,~~~.-~~----,-~~.--~~~.--~~--,~~~.-~~----,~~~--,~~~,--~~--,~~~--,~~~,--~~---,~~~-,-~~-,35 J>n ~D nz :r: ~ '" J> .... "' '" "' " . I "' J> -"' r; -w -,. -"' -- -0 LDT lA, BLOCK 3 LOT 1B, BLOCK 3 LINE "A" @ 0.21 % ---n-t--{, I 1 I 11 I ~ I 1 I PROP, 12 LF B' PVC SS @ 0. 4%, FL 21. 87 AND 11 I ~ I 1 I STUB-OUT 11 I I 1 I PLUG O' Rf+-P-1 }---jQf-----j_1'39-,•1RTI STA 18+00 PROP, SSMH I ;A... I I A-4, TOP 31. 85, FL 19. 8310 9' -I I: 11 I 1-1 rs PROP. 69 LF B' PVC SS STUB-OUT, FL 22. 10 AND PLUG f-------NG -----"-------I-----------!--------------------- PRO=> TC LT & RT @ D. 3% PROP. TC LT & RT ~ Q, 3% 6" WTR 30" I I CLEAR BELOW TC I I 301----t+t-----+-~-=-·=···~ .. ·=··~···*·~ .. ·=··-~ .. ~ .. -= .. -~ .. = .. ·~--~-·~ .. ·~··=·"="=···-··~-t---~-..i~~~~l==l~;;:::c:::ltt-+t--t----Tit-----t-----t-----t-------j------jet-----i-----,"""vcl;ff.--.v----,30 .............. ·----.................. ...... .. .................. _.. ........ l6" PVC WT S' ~f====t====t:==~~~~~ .. -~ .. ; ... ~ .. -~ .. ~ .. ·~--; .. : ... ;··~···~ .. ·~·-~·--~ .. l .. ~--........................... ·_::::::::::I ·:h::: ·~ :::ij : : ~~~~~c B~ ~w \c~ . . ...................... ·-··-· ··---· .......................... __ _ .................. ~~=~~ .. _B_E~ .~ ... :.:.! .... .. "--STA OD+' 2 39 PROP. ~ SMH PR DI 8' p VC ~ S @ O. 4% ~ ~· R~ i :,../ ··~.·::::::::::::::: :::::::::::::::::::: ::::::::::::::_\ :: ...................... --_ _... . ...................... --.. ... -· ............... ···· ,,,, __ ... ___ ...................... .. 25c------+---B-_1_,_TD_lf+-3_3_.2_0_,_FL-i-2-8_._5D __ _,_ ____ -r----=1=-c;----;~F~L;;-;-;8~S_S_2_6_,9_8_tt-t-ticSOC~:,!-#'C------;,-~---t----,-------j-----r-----r-r------,----,------r------i25 6~ ~~· C~~~~ TION q:.:::: ::::::::::::ff". ,.../ 0 6 .. WTR ....... . 11 1 4• Els STA 5+40 AND 5+60 r-~-STA 7+97. 27 PR . SSMH B-lA TOP 32. 72, FL l . 4S 20c------+-----+-----i-----+-----+--S-T_A_2_1_+_,_·3 ,-;-;:-;-;:--t~FhL~2~1~.~12~t-::tl::::t::::r:::r::::tfili'E:t:iJ~~C"ts"@~li~%";;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;~~;;:;;;;;;:~~:::;:~~;;;:t;;:;::::;:::;::::;l;:;:;:::::::~2Q 17 LINE A' = STA PROP 12' PVC S @ 0. 21. PRO 12' PVC SS @' O. 21 % 4+71. 52 LINE •B• P DP. SSMH LDT 1 A-S, TOI 3l. 88, FL 19. 13 / PROV DE 72 LF F LLY RESTRA NED FL 12·ss 18. 02 '>--< z >--< c z~ fTl t::J • t::J D .z (/) Vl ~ :r: J>~ ~ ~ ~ D~ +o 0 0 ~11021 1~11~ "'11iiil ~STA 16+60 TOP 8'WTR 23. 7D 11 I _,..v I 111 PROP. 8" PVC WTR PIPE AND FITTIN S IN 16"WT @)5~--~--~--~--~--~--~___'._.:'....0.l~_'._'.._C~~~~=----L_ __ L_ __ l_ __ j__ __ j__ __ _L_ __ _L_ __ _L_ __ __L_ _ __Jl5 PROFILE -SS LINE "B" ( DRDGDN ST) AT WEST END nc;"H-+--tt"'/-'11: .T 11 ~ ~ " f: I 11 I ~ • I 11 11 I ~ ~ I 1 I PROP. 12" PVC SS 11 I § : I 1 I LINE "A" @ 0.21% , -1'-'-,I lc-1--1 I I 1 I STA 14+26. 66 PROPOSED AIR RELEASE AND VACUUM VALVE IN FG MH, TOP MH 33. 03, FL OF MH 2S. lO --~ 11 I I 1 I 11 I I 1 I 11 I I 1 I 11 I I 1 I llT 11t11 t-----+-----._ I I I : 111 -9'~ 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 40 ----,------,-----,------,------,----,-------,----,-------,-----,------,-----,-----,,-------,----,-----, 0 lf) co + -PROVIDI lO LF FULi Y RESTRAINED PlPE Al D FITTINGS IN 16'WTR < CDNTII UATIDN FRDI PREVIOUS ~ HEET) P OVIDE 100 F FULLY R STRAINED P PE AND ~ F TTINGS IN 5•1JTR ~ +t--t-----r--~+ " 00 l__....-CL CL BLACKWA ER ST~ ROGON ST ~I w ~I ('\j 1- .--< w 35'--'----1-----+-----+-----+-----+----+-----l-----+----+----'"--+----+---~-"+----+----+-----1-----+-----+--+---+----+----+-----'--ll------+-----+--::i+---+-----1 -----------------------~-----------------i ----------u _l'Jli_ __ _ TC LT RT@ O. 3% TC LT O. 3 % TC T @ O. 85% w <[ I PROP, TC L~ ~ RT @ 0, 8% I-(/) \--rSTA 14+26. 6 PROPOSED AIR (/] ~ -1--! ; RELEASE ANO VACUUM VA VE IN FG STA 18+~0 PROP. SSM I\ ~ I MH, TOP MH 33. 03, FL pF MH 2S. lO A-4, TOP 31. 85, FL 19, 83 ' D 30e-----+---+-+-+----+--~·~·-+-----+-----+-----+-----+-----+-----+-----'l'll-+-+---+----+-----+-----+----+-----+---++--+-----t-----+----i-----i-----+---n-rr--+---_, -L_ ----f-------r--------------------------- PROP. TC LT •RT ~ 0. 37. PRO . TC LT l'ic @ o. 3% TC T &. RT @ D. 3% l 40 35 30 ;i: E f---------~-~ r:.=.~-=~-= .:::-.. ~.:: .... :::-.. ~.~-~~.T..=r:'F.P.::~PP., -~X6' -I /C-BDXC JLVERT-@ r1-_o ___ s, .. % .•• -•• -...•••.. -..•• -••.. -...• -l_L___ ------PR-OP-. -4' X6-' -R/C-BO -CULV-ER-T~ 0-. 0-5''.J-~----0 0 -----S!T2~'2T3R-:;:-, OOTDPPI-24IN' 0------------_u_ /~~~ . .\ .......... -_........ ........... PROP B" RtP I'! D D5%l:::::i/··· -....... __ ........................ _ .... -....................... n " '· • ~ Ej .... "'['""' __ ... ................ "f""_ ....... '. .............. .;-; ............ .' .......... : ........ -............................... _ .. ,, }"' ....................... -···-·····............ ....... v 24• RCP L 25. 10 AT DX------ts• RCP F 2S. 34 AT ox ()_-is· R p 2S. 10 AT BO~ .......... "" ... , 2 .6 :J ~ 2 5 V_16. wTR s· r-t---.._ sT A l 3+• o PROP. ssMf 16 • wrn s ow Tc-~~~~R p I PE~ ~h....._ ---'-+---+.:-... -..._"-oft· +-.. -" .. -. __ -__ -... -. __ -__ -... "". -__ -... -.\-___ -... -._-___ -.. -.. r-___ ..t. .. -.. _-___ -.. -.. _-__ -_ .. = .... __ ~_.::-= .. ~--~=_ .. =::-~ ___ =_.~ ... i.-__ =::-~ .. ::-= ___ ~_.~ ... =;6~--~=;;-F_~c.= .. w~.-~=-R=::-~. A-" ... ~.0'1-· .= ... ~;2=·:-~;;=1"V= ... ~'"'-,~·i-~·-t~-~-:.=::-:.~.::-;··=·= .. :.~ .. :-= .. :.~ .. ~. :.=::-:.~ .. ~ .. :.~.-:~ .. :.=::-:.~ .. :-= .. :.c1. F.~ .. ~::-:.~.-:~ .. ~-=-:--:_~ .. ~ .. :-'"" .. ~ .. ~::-~.~-~.-= .. ~.=.-:-~1~·=~i·'"';·~-=;;i~·=::~~~·"::~·c:·"'~·:::··~-~:1"":~.'"::.~o~ .. ~.:;;7'i:--:."" .. ~~= .. i .. -~.=-.. ~ .. ;-:r.j.:1:.~ .. ,.1:-.:.-::;,..._:.::-/------i I 1---CLEAR BELOW TC A-3, TDF 32. 75, FL 20. 80 CLEAR BE v ..........__TOP 9• IJTR 23. 7 , ................................................................................................................................ v .......................... ······················· .... . U z 0 TOP 16' WTR EL 24 D O STA 24+37. 8 LINE •A' -STA !;:;: Ou I ..,..-FL 12· s. 2D. 99 PROP 12' PVC FL 2l. 6S 4+7l. S2 LI E • D' PROP, SMH ~ 20 I S @ D, 21% A-6, TOP 3l. 83, FL 22, 7 \_ PROP. 8' PVC DROP PROP 12' PVC SS @ 0, 21% 11 I/4' ELS STA PROP 12" PVC SS @ 0, 21% STA 21+33. 17 LINE 'A' = STA CONNECTION 17+80 AND 18+00 4+71. 52 LfNE •B' PROP. SSMH FL 20. 13 A-S, TOP 3l. 88, FL l9. 13 PROP 8" PVC SS I'! D. 4% STA 24+69. 48 END s·pvc LINE •A' ~ PLUG, FL 23. DD 25 20 11 I ~ I I ~ PROP, 16'PVC WTR PROFILE -SS LINE "A" C I RON THRONE) DR PROP. 12 LF 0· PVC ss 11 I " ~ I 11 STUB-OUT ~ 0. 4%, FL 22. 00 AND PLUG I I I ! STA 13+40 PROP. SSMH 11 j .... A-3, TOP 32. 7S, FL 20. 80~ i I I PROP. 12" PVC SS LINE "A" @ 0.21 % FL 12• SS 20-. 9-9-J~-;l-\.-l MATCH LINE CONTINUED I 11 i-JI PROP, 69 LF 8' PVC SS STUB-OUT, FL 22. 00 ANlj_iJ-f-Uf' 11 1'--PRDP, FH I 11 "A" STA 12+50 FROM SHEET 8 0 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I ' SCALE1 1 '= 60' 120' I BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX SANITARY SEWER AND WATER PLAN AND PROFILE OWN. CHK. N WEI SH PLOT SCALE: SCALE (H)' SCALE (V), DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD2 AS SSW 08068 SHEET _9_ OF 33 0 CD Ln + I-(\j w~ w :r: <[ V! I- V! ::<:: o, CIC p::i U_ • r=i w wz :::J ~ Z_J I-:r: ZU 01- LJ<[ ::<: 13+00 14+00 15+00 16+00 17+00 40 35 ---NG ---------- PDRT1DN OF A 130. 570 ACRE TRACT, DOC. ND. 2019051482, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID PORTION OF A 293. 041 ACRE TRACT, ------........ // ' SURVEYS NAMED CUAilRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP DOC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERT!FlCATE 29, SURVEY 137, ABSTRACT 579 1 CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD., TX, MPM DEVELOPMENT, LP I \ 1:; I STA 24+b9, 58 END 9• _l. \ PIPE, FL I 23. 14 & PLUG _____...-o-1._,.--...fl--..... ------,r+,--------\ N 18+00 19+00 3: nJ> D-1 zn -I :r: ZI c~ l'l z t:J l'l 'l • ;;o t:J D • 3: V! V! -I :r: J> f'l f'l ,__. -10 + VJO 0 N89° 0 '28" E 1050. 33' 1050;/33' I "' ~ 15 I '° 87, 50' l> I 36 1--...,.--tHsss --U'UE I \ IB I 16 I 38 39 @ / I 17 I I I \ I 18 \ 19 I I 3: 20 I I \ I / PROP. 12" PVCI ~ J> n LINE "B" @ 0.21 ;I -ID !Ji I I 40 I n z _!9' j'f/UJ_ -I -I ~~:=.E=-:=~~=~~~,~ ---~z E:-:l.:.~~::::==~::::~:::::'.::::::::::S::::;:::::::::::::J;~:::::::::;:~~[:::::::::::~~~~~~~~~~~~~~~-;(--~~r-~t-~~'--~T~~.~;F~L~1~2~·s~s;-';'16:.~3~4_,,-~~ ~ "! I FL 10· 18. 45 ,; DRDGDN ST t:J I q 0 ~--t------''--"-x-'6'--' -"R"'1='c~B~o~x~cu.,L~V=ER~T~-----i r'; 0 \ ii 24' RCP PROP, 8' PVC WTR • Z -,, FL 12" SS 18. 02 DROGON ST PROP. FH \ 24' RCP ~=========P=R=O=P=. =F=H~f'.'.lftt-it:~~~::::P=R~O~P~. ~16~'::::P~V~C~W;T;R~ V! V! ......--PROP. FH C -I I ~ ----;;-] / ~~ --i5'u[ -5·JT J> ~ 20+00 ~PROP. 16' PVC WTR ~ -\=PROP. 69 LF kPvc ss =\;::STA 14+00 PROP. 8' ~ l 11 I ~ -PROP-8;o·;~c WTR ;_x; ~ (.;\ STUB-OUT, FL l9. 75 STUB-OUT PVC WTR I ci ,__. 21+00 L~l AND PLUG \, I I 0 ' I 1 I 22+00 STA 1 +94.86 LINE "B' = STA 21+61. 72 LI E 1 E' P DP SSMH B-4 TOP 31. 26, FL 16. 7 23+00 24+00 25+00 40 35 1 1 I I 1 I 1 1 I 7' PROP. 4' X 6' R/C BOX CULVERT @ 0. 1 Y. CD LDT 1 PROP. 1 O" PVC SS LINE "E" @ 0.26% I I / I 1 I I 1 I 1 j • 30' 30' 30 r··~··~"~·-~"~ .. ~·~··~·~··~-·~·~··~"~ .. ~··~"r·~··~··~··=··=·~.,....--1-t-~~~~·~~~~~c~·~um...-l.l-:::~::-::-:::-::c+-----+-----+----t-----t---t\----+----1-----+-t-+----+-T-C_LT_&_RT-+-@-D_._3_%_-+----1----+--+t--++--+-----t---4"t----lt---t-----+-----cc::1~~;-;----I 30 I I ~I -ICR~c"°'po~R~CP~~r . ....... ,,. ..... --:.:.:·.:.:·.::·.::· ".:.:·.:.:·.:.:·,_,_ ... =·"· ··=·. ~----ti:'.,t)J'.A,R"m'.)W.:.r;;;~;;.;: :;;.;;;;::::.;.;;;;;;.;::::.;:;.:.:;.:.:: ::-;;;::;::::::-::-::·. ::::-::::: ... :::::::::::::---mm J..L-~ ~·~·~ ...... -----J L_ ----..._, . .:_:·.:_·:::{.: ·····::: :·::::·::~'.F.\':(llil'i: .9::ei;rn~::$l: J:l~::n;: 11 I \ 1 \ TC LT & RT @ --- NG ------TC LT &. RT ~ o. 37. o. 37% ----------TC T @ 0, 3Y. ---TC LT &. RT @ O. 3% r \ TC LT RT @ 0, 3Y. T LT ~ RT @ 0. 31. PROP. FH :: ' X 6' RIC BOX CULVER @ D. 1% I\ •· .... :---.. I la' C --2[--~·"-.~·:.. ----23+28. 72 L NE 'E' PRO SSMH 48.RCP@ . 1%~ " \_ .. ................ ........... ... .......... • --------n :111: 21'R~f. .. ((i.r;r•""""t ····· STA 11+94. 3 LINE ·c· =STA 25 e=-=~==-=1=-~-~-=-~-~~-~~-~-t=-"-"'44=-----i-r'l'----+-----':l'-!---+---*=-===i====c!o-l=-lool====-±=c---+---'.:_:_+IY.1---+-· _x_6_'_R_1_c+-s_n_l\._·.~"'~·L..,·~-"~R..i--" _o_. i_r.+-+---+--: c-~+++....,,.,·.:.,···,._,· "-:::_ .. _ .. ·_· --+----+--++---+c--3-·_TO_P_3+--. 1_2_. _F_L_2_2+-. 5_0 __ --1 2 5 11 I I 11 ST 14+20. 18 RDP. SSMH E-, TOP 32 5 FL 20. 38 PROP 1 'PVC SS @ D. 26% FL 10' SS 20. 82 L 18. 45 1 83 PROP. 8' PVC DROP CONNECTION FL 18. 76 PROP. 10 LF 8' PVC SS STUB-OUT, FL 21. 52 ANO PLUG I // CD LDT 1 n:<:: PROF I LE -SS LI NE 'E' ( DRAGONSTONE DR) '-\ II STA 17+63. 65 PROP SSMH E-4, TOP 31. 46, FL 19. 49 ff I II 6+00 7+00 8+00 9+00 10+00 11+00 12+00 0 FL 12' SS DJ> z -I -In ~ :r: z, c~ f'l z t:J f'l "'l • ;;on D • 3: (/) V! :r: -I f'l J> f'l O' -I + VJO 0 35~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~35 ------------------________ _!Jg_ TC LT RT @ Q, 3% 3 0 . .... .... .... ... .... ...... .. .... .... ..... 3 0 .fr.-.-. •• = .. ·=··=···=··~ .. ~ .. = ... ~ .. ~ ... = .. = ... ~ .. T ... r .. ~ ... ~ .. ~ ... ~ .. ~ .. ~ .. -... -.. -... ~ .. ~ .. ~ .. ~:::=::.=·::=::.=·::± .. = ... = .. = ... = ... ~ .. -.. r .. -... -.. -... -.. -... ~.-... -.. -... -.. -... -.. + ... -.. -... -.. -... -.. -.. 1--~~-+-~~--+-~~I IC--Jc++-~~---j PROP. 8 , PVC 6' PVC WTR00 'lli'"Cl.EAR 0 ii "L[l\i"'it' ...................................... :::::::~;;A::jj: ~~:~~:~i;,jE.:.:[;i::c;r- SS @ 0, 4% = STA 3+28. 72 LI E 1111 1 fs:~~~~~~~~~~~~~~~~~~~::~~~~~~~~~~~~~::::::::::::~::~,E~'~PR~P~SS~M~H~C~-~31,~~0--~~t-~-~-~-~~ PROP, 8 PVC SS O, 4% TOP 31. 12, FL 22, o-~ 25 25 FL A SS 26. 15 STA +09. 05 PROP SSMH C-2, TOP 32 72 F 25. 71 ---- FL 8' SS 3, 77 PROFILE -SS LINE "C' (BLACKWATER ST) 3: nJ> D-1 zn -II 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 35~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~35 PROVIDE 160 LF FULL RESTRAINE ZI r---~-1--!-=-~S~T~A ~l~D~+~5~-~P~=~P~. ~:~~~HtT~-~&jR~T-~@-J0¥65~-~-~-~-4~-~-~~1=-~-~-=1-=-~-~~-~T~C ~L~~~~~R~T-~@~-~-=· 3~Y.~. -~-~-=~=~N~G-=._:-f=~-~=-~P~-=lP~E'-fN=D~F_=l T_=T=~~NG~s+-_=1~N= __ ~T~=6C'~W~T__=R~-tt--iRf~!-1°-oS:CT'liA --+~-+ --10_-_-J B-2, TD 33, 17 FL 1 . 96 TC LT RT @ 0. 9 % ~ ~ 30 30 t:J f'l I L_ _ __ _ "'l ' Al t:J D ' 3: V! (/) -I :r: J> f'l ...... 1,1 --------,,-- ................ . .......... ~ ----~ 24~.~~ .. ~ •. ~: ... ~~............ ............. ... ............. 1111 ······ ...................................... :::::::·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· .. ·.·• .• •.·.· ... ···•··· .••.••........ ------1111 cfu'·L·v:\'.fT.~ IJR/{lc".~ox 25\---+-i~+---\\--~-+~~~\--~~+--~C.:..:.::"'-11-'"~·=···~--J~"'°"'°',f..-.-,...,..\,r-<--f-~~~··=··=···=··=···~"~'"~'~'~~.~~···~··~~-··~~-··_••m_,_.~+*-·~~-+++-l~-+-i--~·~··~·,..+,-~=LK~o+"-'_=_••_.,._ .. _, .. 25 16'PVC TR STA 12+54. 79 5' CLEAR BELOW TC PROP. SSMH B-3, TOP 31. 67, FL 17. 48---.11 •••••• ••••••• ••••• ... L.1__ _ -·----~'...:..::.:...::..:..::· '':..!..: .............. _,, 1 'PVC WTR 5 CLEAR BELO TC S.TA 15+94. 86 L NE ... B~ = S A 21+61. 72 LINE ' .... ........ ' • E. PROP SSMH -4, D ............ ~ .... .... TOP 31, 20, FL 6. 77-.._. 16'PVC WTR 5'CLEAR BE OW TC r'l ,__. -I~ 20!-li~-t-~~-t~~~1-~~-t-~~1ttt1::::-;:;---;;;-i~;;-:;:-;-t-~~-t-~~-t~~~1-~~-t-~~ttt~t-~t-~~-::t-~~-t~~--j20 VJ 0 r--rs;;n;:;-10t-m-;:;:-~-+:::-~::":":::-1----~ +---FL_8_"ts_1_9._4_7-+Pi'l7iP-"11;--Piir-;;c;l-"'"-;;"'~J-----1------4Gtt--r--Ti-P-1-6'_W_T_R_2+--3---+-----1 o r"\:~;;~P;R~O~P~.~1~2~P~V~C:....:.:S~S~@!!:_0~.~2~1~%t-~~~i81~~~t-~~-1_£P~R~O~P=.J1lf="'JP~V~c::Jis]sF=i@:::::li:oj.2J11j:::::::+:::::::{dt=~;::~:::::::+::::::::j:::::::j 18. 02~ PROP. 12" PVC S @ 0.2 % FL 12• S 16. 34/ 1 5 15 PROVIDE 11 1;4• Els IN 16• WTR I!! STA 15+90, PROFILE -SS LINE "B' CDRDGDN ST) 16+10, 16+50 AND 16+70 3: J> -In no :r: z -I r~ ~z zc r'l f'l t:J r'l D •z V! (/) -I :r: J> f'l f'l ,__. -I CD ,__. +~ 0 0 LDT 1 PROP. 1 O" PVC SS LINE "E" @ 0.26% STA 14+20. 18 PROP. SSMH E-3, TOP 32. 50 FL 20. 38 PROP. 10 LF 9• PVC SS STUB-OUT, FL 22. 41 AND PLUG 0 LDT 1 PROP. 1 D" PVC SS LINE "E" @ 0.26% FL 10• SS 20. 82 II I I I 1 1 I I I I I I .. m ' I II ~II I l/ I II\ ,,.w-1~1 P~OP FH 11 I I 11 I I II II II PROP. 8' PVC WTR ~ _J PROP. 56 LF 8' PVC SS II STUB-OUT, FL 22. 59 I // I 11 I 11 AND PLUG 11 PROP. FH CD LDT 1 --prf'.1T-Gl-L LINE H B' STA 12+50 CONTINDt:-D... FROM SHEET 8 .... .... ,,,, .... THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' 120' 1 •• I I I SCALE' 1 '= 60' 25. 00 AC. TRACT, DOC. ND, 2008018783, D.R. , LISD 25, OD AC. TRACT, DOC. ND. 2008018783, 0, R., LISD BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX SANITARY SEWER AND WATER PLAN AND PROFILE OWN. PLOT SCALE: SCALE (H): CHK. N WEI SH SCALE (V): DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PG03 AS SSW 08068 SHEET J_Q_ OF 33 N PROP. 12" PVC SS LINE "K" @ 0.21 % PDRHON OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I I I ,------------1 I I , / STA 14+83. 44 END 8" PVC SS I I I r:-\I\ t4G ~ LINE ·F· AND PLUG, FL 2l. 50 : i---------r\.r1l~\1:-1G '-Pt"' ___ _ / 18' HDPP I I I 1_P,ir I PROP 8" PVC SS PROP g• PVC WTR : I : ____ J 1 / : 1 1 ,....:L:IN'.:E_'_:'F_" .:::@'.'.....::0'.;'..4~%:,;:::;;+---H~_/~;r------rt-l-J ------- I oo-1 fi9\ 'I!~ ~ 1;,~~'I r::::;.. 36 I ti -----------: :-~/; ___ PROP~~.2'@,-P-0v~2 : s 3 s i 1 tB-- 1 I '0 18 ~ :11 'I ~ 'CJ b sTA 5+17 PROP 1 PROP 112 .. PVC ss 11 LINE K . I · \ n z sss-I I PROP. 12" PV s SSMH K-2, TOP I ·,, •I ~ I I :r: _, I !H~i~~~ ~~~~s:~~L= iB5~~f n '5'RCP ! _L _LINE "K" :~~ 1'\ ~~Eo~E:r~i;_ ~~· ~i\: LINE K: @ 0.21 % \ /: ~~~ ii~~~:R~~, :!~:ir:·: :. ~ ~ I t::t. ----W''llUUP " l 'L --YEE-11L_Y_-+---\ ~\, r------\-r-1-t---------.;.. z rri 35~-----~ 35 35 35 30 1-----ff------i 30 30 r-----tt-----i 3 0 STA 8+02 PROP SS H K-3, TOP 3l. 00, FL, 1 , 54.~ 25 l----++----1 25 251-----++-----i 25 ws; /~ wss / / / ' / ,, '" ' / '/ ~O•o' UE'_; / I / L / ' / / / / ~/I / Y l'l t:::J STA 00+90 BEGIN PROP 12· Pvc / 1 / ~ MEEREEN ST t"--" 1 ~15'._DE:T FL_1_2·$s 15· 44 '0 SS LINE 'K' AND PLUG, FL 17. 04 I 42'RCP I !'! 48 'RCP ~~"~ ' .. JTD' / / / / / /!-/_/_/_/_/_ "-J;--/--/ / / / 71 / / ./ ~ z STA 5+17 PROP SSM K-2, TOP 31. 00, FL, 16. 14 PRO , 8' PVC PROP B'PVC PIPE X 3' LONG -PROP. """' · 1 ~-. , • : >-~ n ur-. I B" f'VC \.JTR· I V) I -I r;i 'I-'-+-\ s· x 6' cRoss I a· x 6' cRoss I V) :r: PIP S X 3' LONG 2 0 r----+,f---J----i 20 ,::+ -~ ---~ I 5' RCP .+-I T 5'-ff -1 G'-¥R~ -I I I Al I PLUGGED BOTH 6' END/S I PLUGGED BOTH 6' ENIDS z I _, l'l PROP. B"PVC \/TR 11 --W-YRTtJE-T : ., I I < I I L _________ -1 i: I J> l'l I I ~ 1 <ss I I I , ~ \ ~ ~ ----------~ \ :i I 00 _, FL 1 , 50 Yl\;-_J~~1PRDP s· PVC DROP PORT ION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTlFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I ss,1-1-i--'i't-11 21 ~' ~ 1 I 1 "' I + ...... I I 11 wss I I I I G ::: : i"i I I -< I El w CONN CTIDN 17. 53 15 ~--~--~ 15 I "'II I -,. r-.. I 1 • . \ I I~ I 1-------~~-i ".1 2 15 ~-----~ 15 I I '"1 ws~ : 1~ I ~ l:J I ~ (:! I I D:I I ---+M~SS I Lu< I ~ Al DETAIL -PROPOSED SSMH K-2 LOOKING EAST DETAIL -PROPOSED SSMH K-3 LOOKING EAST I I 2 ~1 SSf ~ : II I 22 I I 'g ~ : ~ 0 "PROP. 8" PVC ~ I I I ~ <-j I Ice I / I~ I I -f------~~---0 NTS NTS ,sLINE "F" @ 0.4 I WSD 1H ' /..,... -1 zl I I \ / \ I I I 8.1 I 3 I I ~--1+.•~SS I 23 I I SS~~ I ~I I~ I 1i lj'-PRloP. 8' PVC \./TR I I 'I "' I I I " L FH I" ... 1 ~ I I I I WSD I ..-ROP. t2J\ ~~'I ~I I f1 I s~s I 24 v:::; I~ l'i• I 4 @ /1 SSf -I I I I I I I wss I I I l/) ;;1 I 7' I ! 11 I I 0 n' 1-1------~;---+-j WSS \ I I 0 m I I ,' I 11 """'"""'td...-tt I • ~SS I 101 2:il I 5 I I SS~... ~ • : 25 I I~ '1 StA 10+42. 32 PRnb SS~H I ~ ,, sin I I ~ ~ 3, mp 3 l. 05, 1 7f-L 2a. 90"' ,, .. I I I : ~ i I I I~ I I ~ I I 11'1 I 6 I I SS~ .. slss 26 I ' r _, I I~ I PROP. 8/ PVC s~ 11 wss ~ . I ~": h...J:L_l_i:,IN~E_:'£'F~" ,' fij@>_CJ.0 . ._4-_4;;;,%1.:=::::m .1-11 r i I I; II / I : I I I I:: l:U----tt-t:~ss 27 / 7 I SST I I I I ' : ! I : WSD ! : i I : I i WSD : I~ I I I I I I I~ 28 I I I s I ss~U---l"Hilss I I I ~I U\I I I I I ,;; I I ' I ;;:, '"' I I I I I I I wss I I I I \ 9 @ I ,l 1---H~SS ID: 29 I I I I I ssr... :~ I~ I I I 1 1 1 l I i ,WSD ' I I 1-'-----+---~--:i i1----1 I I I I I I I 1- 0 -Tt~SS I 30 I I di I I i8 I I to 'I' I sst-I I I I \ I I WSD : I I I I ~ I I I I I I I 31 I I u: I 1 \ 1 w~s l=r'l>==l-!yslss I ~ I I I J> p RO p. FH I ' v 111 ?iJ I <:; I I I I ssf-~ ~ 1+----l------t-11 I rri s'r A 6+64. 43 IPRDP ssM~ (/) 1 1 I F,2, TOP 3l.107, FL 21411, r;: ~SS I I I ~ I I i I I ~ I I 32 I I ~ I I : 12 I sst. ::..j wsD' ~w:-~:-------tt: I':"" I I \ I I [}-P~DP. B' PVC \/TR I I::.: I '1 . , , 1ss I 33 I I PROP. 8" PVC SS 1 WSD I I LINE "F"\@ 0.4~ I J_f-Ll----11 _____ -'-11 I I I 13 \ I ssl'" 1 ' I I I I I I \ I I *s I 34 I I I I \ I I wss I I I I I I 14 ~ I SSf • WSD I I I I I I FL s· s~\25117 , ~ss I 35 I I I I \ I I I I 15 MATCH LINE "F, STA 4+75 CONTINUED FROM SHEET 11 n:s: OJ> Z-1 -10 ...... :r: z Cl l'l ....., 40 35 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 8' WTR SET 30' CLEAR BEL 'rJ TC 12+00 13+00 14+00 STA 2+27 LINE 1 K1 = STA 14+01. 44 LINE • F1 , RDP SSMH K-1, TOP 30. 38, FL 6. 75 15+00 40 35 t:J z l'l 'l NG 1=F===pN:::G=-===-f-==-=--=-:::..::t=-:;:..::::.1:.IfCJCl'J~~RfT J;@C_lol[.~~~:z-=.:::..::=i------------TC LT~ T@0.3% -----------------------re Lr&. RT;-';;---------rc;cr ~7r-- 30 ======~11====+=====+======+:====1+-----4---+----\,----l----==+::=====1='..:'.::::==~11=::::~~~L11~='f'.==t-_j30 Al ' D'l ::;;:: . ::::::::::: ::::::::::::::::::::::: :::::::::::::::::::::: ::::::::::::::::::::::: .... ·: ::::::::::::::. :::::::::::::::::::::: ::::\: .. ::::::::::::.·.·.·.·.· ......................... JI. :C::I ---· .. =·= ..... ...,.,.. ;;;::;;::;;;:;;;:;;;: .. ·;:::::::::::::::: · ·: :::;;;;:::::;;;::;:_:::: :::::~:~:~:::::. ·:::::::::::::.::::::::. ·:::::::::::::::::::::: ·:::::::::::::.·:_;;;.. ... : I 1,1 11 11 .... .-"[.·~::.::::: ....................... .. • . ................ ....................... • ---------. --:"". ------ilt11I PROP. 8 PVC SS O. 4% ~~~~~ ~ ~0 ~0 ~c &---------2~~D~--------------____ 2 ~HllP:__ -----~":::::;:.,,__., LJ 2~~c~::F8 c~ i~-~=~~~J ~~~~~~~~~~~~~~~~~~~~~;;;;;;~~~~~~~~~~~~~~~~~~~~ .. ~-;--~ .. ~~~~~~~~-;·"~·':·~~~~~ STA ,+64. 43 PROP SSMH PR P. 8' PV SS @ O. % PRO ' B' PVC SS @ 0, 4', "·-..::··: ::::·:.:::::::: ::::::::>" F -2, TOP 31. 07, FL 2 4. 4 t ~;::;:;;:;;;;+:::;;;;;i STA 10+42. 32 PROP SS H J... 25 ~F 8' SS 25. 1 25 STA 14+83. 44 END s• PVC SS LI NE • F' AND PLUG, FL 2 l. 79 20 c---c-----r----+----+----+----+-------t-----l-----lC-F-_3_,_T_D_P-+l-.0-5_,_F_L_2r._9_0 __ -+----+----+----t----+~~~==[~~--;cj-;o;--;7-Jf'f-tl+t+-~,;--il'-'-h-''-'-----120 F 2l. 4 "'"1:J.1'""~ '-PRO , 8' PVC DR P CON ECTIDN EAC SID OF MH 1s~~---~---~--~---~---~--~---~--~---~---~--~---~--~---~---~--~---~---~--~---~15 PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP STA 00+90 BEGIN PROP 12• PVC SS LINE • K' AND PLUG, FL 17, 04 1+00 40 2+00 PROFILE -SS LINE 'F' C BEAR ISLAND ST. ) 3+00 4+00 5+00 6+00 7+00 8+00 -~---~--~~--~---~--~---~---~--~---~---~--~---~40 35 1-----+----1--~-t-----+----l-----+-----ll-----+-----l----+-----+---+-----+---+-----135 STA 2+27 INE 8 K8 = TA NG I------------1--- 14+01. 44 INE 8 F8 , P DP SSMH K-1, TOP 0, 38, FL 1 , 75 ------------------------- S A 5+17 PRO SSMH K-2, T P 3l. 00, F , 16. 14 ------ I l.. LI II< i"(T @ 0. 3 • TC LT &. --------------301-----+-----+-~h'--+-~---+-----ll-----++---+-----l-<l----+----+----+----+----+-----lfl~---<30 ,---1------------------------:-1 STA 8 02 PROP SS H K-3, TOP 3l. OD, FL, 1 , 54 I I 42'RCP 48'RCP I I 25 I 1-----+-----+---++---+-+....---+-----1f-----+--4'---+-----+--+-+---+----+----+----+----+----++---~25 L-r-----------r------u--------------------_ _F~!:_R PQ_S~_TEMP ~~_l)l_TCH@ Q, 22% :::::::::s_::::::::::: ::::::::::::]:::io-::: ........... o·: :::::::: ::::::~::::::: ::::::::::::::::::::::: :::::::::::::ll:::~::: ::::::::~~~::~:;:~ ·:~::~;:::~~:/ ::::: ·: ::::::::::::: :::::::::::::::::::::: ::::::::::::::::::::::::::::::=::::::~ .. :::='ii~·~·:::.::: .... ::::.:::.::: .. :::.::: .. ::::.:::.:::.::: ... \_TOP 8' WTR 23. 4~ 8' TR IN BEAR • ................................................ , ........ .. .... .. ISL ND ST TOP 8 1 WTR 22. 13 20r-----+----r---++-+-----+----+-----+-----1r-----+--++---1----+-----+----+----+----------120 0 ITT (Y] +~ 00 1- <I W 1-W (/) :r: (/) ' :r: z ' D w >==1 zw ....., :::J _JZ :r: 1-u z 1-D <IU L: P rR~J~1P__.1~2-·p~v..,._~s~s"'"'"'@~o~·¥2~1~%~ot'~r-~~-t.;,:;:,;......:.,:;;,,.,;~:...,;;s~s....=,@-f~.:::...~.j....~~-+--lo 0 · 21 % PR P 12' PV SS @ 0, 1 % ~J===j===jt:::t===t:===t:~i=-==-=-±r-:-::::::1s:~~=~~1~~~~~~~1~~~-;-;-;-;1~-;-;-;-;-;-;1r;-;-;-;-;-;'~ FL 12· SS 15. 44 15 ~--~--~--15 PROFILE -PROP SS LINE "K" C MEEREEN ST. AND OFFS I TE TD EAST) BASS & WELSH ENGINEERING THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS ANO WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' 120' I•• I I I SCALE: 1 '= 60' TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I NPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX SANITARY SEWER AND WATER PLAN AND PROFILE OWN. PLOT SCALE: SCALE (H): CHK. N WEI SH SCALE (V): DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD5 AS SSW 08068 SHEET R OF 33 I I I I I I I I I I I if I I / / I N , PORTION OF A 2'93. 041 ACRE TRACT, DOC. ND. 2019035726, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 57'9, CERTIFICATE 31 AND SURVEY 13'9, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CO. , TX, MPM DEVELOPMENT, LP PORTION OF A 293. 041 ACRE TRACT, PROP 12' DIAMETER X 3' DOC. ND, 2019035726, D. R, , A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY. NUECES I CD., TX, MPM DEVELOPMENT, LP STUBDUT AND PLUG, FL 9. 16 'J' PROP SSMH H-5, CAS] NG P] PE \If STA 15•97. 27 LINE 'H" -PROP. 8' PVC WTR r = STA 1•01 LINE I /PROP 20 LF 16' PVC ~ -----_I -----~ ~ ------: ------: ' \ ,-TD~9'_~' ~ 9:.2_'i ~ I --f_ ---- I I L STA 6•31. 02 END 10· I PROP 0· w BY L _j. --S~F~. 72~ _I ~OT:::: 18"SSBY ---: -~ I 1 TIJER~--- D 2+00 ' 3+00 l 4+00 ::J • 5+0 6+00 ""\. I ---1 ~ .£-S-__ _ c I I ,_ I I '° ,__.\.-_......-6' 1--I f-__ I _____ :___J I ~) 'I 0 FL 12' 13. 87_J -f--\-------i I FL 18' 8. 66_/ f-------I f!t:;V)_ ----jl 1-----~PROP~;.-Pvc ssl I I ;'g\, ~1~~P.,,)s~ Pov~2~s I ~r~Tl6;~g4~;0LC~~E·1· II I '-.,-.) I ~.I LINE "H"@ 0.21%--'I I ~_, I 'J' PROP SSMH I-3, I ~,~ lD -n1----1--_1 ""' ', I TOP 29. 50, FL 6_. 87-_I I ._, I I Lw~ ,k''i -----1 -I ~ ----!J_q------_J I§~ ', i----'5"'5'-'.,.0Ec--i--=55~'=DE"-<"11 I ~ -----::::>:; ----11 I '::: 51 PROP. 8'PVC WTR-I gl "-" ::'.:' __, "-' 'I. iii I _, PROP. \2" PVC SS I I I I I.,_ 1-.J I I.,_ -.J I I -~LINE "H'\@ 0.21 % I I I I PROP. FH-.. \ I < I n :<:'~ -----j_ -----1 \ ----I ..,1 @) Ill:~-:;; : I 15 II> I -210-1 D J> I I "c·I 16 Iii T a I I \ I I ~ /:::: I z ___, PROP. 12" PVC SS I PROP. I 12" PVC SS ii I \ '-.) '-.) :;g LINE "K"@ 0.21% I LINE "l:_"@ 0.21%~ I ril _J_ I "sswss ~ss_l_ _I I_ I -.J-.J I z \ STA 10+82 PROP SS~~ K-f. ~ -ttl' 'flV'Ue--:it • lllo·,DE 60' HDPP r LJ ~ ~ ~L !2'SS 15 44 -+ L TOP 30. oo. FL 14. ~. : rt--S'Lr--&S. ' I 10' n:_:,.J I -153f _ --1 t:J z / , / / / / / / / / / / ,, / / / / / / / >-· A'< / ftsTtA 1<+02. 00 LINE ·'" -I I:: ,0 I l'l · QARTH ST -< ,.,-ru I 'H' =STA 13+98 L!Nq __, ~ -----54• RCP ~ _. .. I • K' PROP SSMH H-4, \ 16 ;J , -----~ r -ss~ TgP 29. 35, FL 14 28 I I i.,_ I DI/ / / / / / / / / / / / / / / , / / / ' _,. -~ ~ ! I 1 ~ ~ e-----It-PROP. 8' PVC w~ /" r I I=+ i:ffe-ifM--I -=f 'wss 00 11 s~ I 1\ II ---_I I ___, I 8• x 6' cRoss PLUG~EY I 0 I I 1 I ss~ C: ~ss I c,::., I 11 I l'l J> 0 BOTH FREE 6' END1' ' (:! I I 1 7 '..;:::; I \ I ~CD I G (:! I I ~CJ I I I : ~ I ' ~~ I n3~------r~:J-----\ -\ -;;--: :eece :·m@[',~' ~ j'":~,:~e,;-;';,1 ', \ ~:---~ I __ ----J@-----___j L _£1_ --I I ~! ~!1 ;:; w:~ 1 1 I I \ I ~; I 2 E I I i.,_ -.J I : 3 I ss~ = ~s I 19 I \ I ~~ : I I I I I I : : lq I \ I ~; ----I D D • er -1 D D l _____ ~_L_ ( :-f_PROP ... J ~ s@" P 0 v.c 1 23~s I G !::; LINE I :! s I FL 12· 8, 86 ~ I I -.J L---- 1 6 I ~0 I o!::; --~- I Lw;;:: I g ::s 1-£! I 2 r----- I PROP. 12" ~LINE "I"@ L--- 1 I I f---- 1 I PVC SS 0.21% 1-- (/) (/) 1--z <[ _J D > 30 1+00 !'!.G_ ----- 2+00 3+00 / 4+00 5+00 6+00 ,,.,...--------------!-------NG 30 -----1------------- PRD'. 8' WTR • ~ I : ~ w,~ l;'j I \ I ~ n I 1 ',, 4 11 SS~ ~ r I 20 I , I ;§ I I "" : WSD ~ I I I I · '\ I I N-sTe 11+52. n PROP ssf.1H -----i I ---- 1 I it,T -( I l Ou I OH- I ~~ I ~d 6 i ~ + f-----++--+---+-<--1-¥' '4A----< D' I "' I u > I n_ • I OJ '·r I I ~ ~"' 0 ~cc n: D DC Q_ O I CLM + f--------<t-+n-D-C\J~-o+--t-<-----< OJ ti:~ I "~ I "' . I --' Cli I 'l' ai I " ru I I I o I o I + >--------tt-f---o--<-tt-ir-------i I' I I I I I I I I (/) VJ o I o I • u > Q_ + f-----++-'+--++-+~>------" '1J "' <I w -" u n: D DC Q_ I O::'.~ v r ~~ 00 I Co~ ~ 6 : ~ ~ + c------t-+-'c----,.-,-+tt------< ITT I -" I ~ I / ' I w z _J (/) (/) I w _J LL D (l'. o_ (\j 0 '3+00 [ 8' WT 4' CLEAR BY JTHERS BELO NG CL D IT( H BY [8' WTR 4' CLEAR '\ ~--t-/DTHERS BELOW NG \ 2 5 f---~··=···=···=···=···"!·· ft• =···=···=···'---t-.,.,..,:r---=.±-----+--+---f--2 5 . ............... . ....................................... :::· ..... . ... ···:::::::: :::::::::::: ::::::::::::~~:ii:::: ,:::::::::::::::::::::: :: ::::::::::::::::::: :::::::::::]e:ii:::: ::::::::::::: r::.::: ··· .. :···... ,,.··· ... ... J -..·<::··-.... />/ MATC~ 8' WTR BY JTHER ' ~ / .... ·· .. . 201-----fH---+-----l--~-~ ... i---c.-.......,.=ol-=c;<-----+----t----+-----tt-t----1-----+-------<20 PROV IDE 0 LF 16'PVC C SING PIPE ......... TOP 8'WTR 19. 0 STA 16+[ 0. 37 LINE • !" = STA 5+04. 70 LINE • J' PF DP SSMH I-3, TOP ~9. 50, FL 6. a7~ ~ 15f----""---+------1-----+----+----+----+----+------4<-+----+----+----<15 STA 15+'97, 27 L NE "H" = SA 1+01 LINE • J" ROP SSMH H-5 TOP 29, 00 FL 9, 15 FL 8. 66 ST~ 6+31. 82 END ,/" 5 181-' SS, FL 6, 7 2.-/ 5 ~---~---~---~---~---~---~---~---~---~---~~--~--~ PROFILE -18' SS LINE 0 J' ~~~~~-~~-~~ C OFFS I TE. ABOVE RIGHT) 30 ~--~--~ 30 STA 10+82 PROP SMH K-4, TOP 30. 00, FL 1 . 95 ~ 25 f----++----< 25 PROP 8'PVC PIPES X 3' LONG & PLUG 2 0 f-----;==ot. v 2 0 FL 19. DD l ~ FL 1', OD PROP 8' PVC D~,o~P~-IL ~PROP 9• PVC DROP CONNECTION '\., CDNNE CTIDN 15 ,_____ FL 16.94 15 ~ DETAIL -PROPOSED SSMH K-4 LOOKING EAST NTS PORTION OF A 293. 041 ACRE TRACT, DOC. ND, 20 l '9035726, D. R, , A PORT I ON OF SURVEY 135 ABSTRACT 581. CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERT IF I CATE 33, SA ID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CO. ,TX, MPM DEVELOPMENT, LP 10+00 11+00 12+00 13+00 14+00 35~--~---~---~---~--~---~---~---~---~---~--~35 ITT (Y) 0 (Y) l[) (\j 0 _,ITT + STA 10+ 2. 00 PROP SMH (\j 1--aJ K-4, TD 30. 00, FL 14. 95 MATCH LINE 'G' STA 4+75 CONTINUED FROM SHEET 11 W NG w<r:30F-=-=-o=-'-i=~--~~=f-"-~~...-..,~-~=+=~=l.--=--+-=-~=-'4=-=--=-=="=-=--+-----+---+-----i30 I 1--7 0-0-r==-===1=~=.c= ----. = > NG VJ VJ II ;>:, D :r: r ____________ j ---- 1 I I ~-25i----r----r-----ii----r--++--+------t-----r-+r-~,,.,,....=-,..,---t--~-<r---t11125 LL W I I 54 • RCP 60' HDPP FL PRO OSED TEMPO ARY DITCH o. 227. I I i=1 Z TOP 8' W R 22 13 I I w f----l .............................. ~ .. ·····-:··· .......................................................... T P s·wTR 21 s --------u ---- ::J _J ...................... • .............. ~ •• W ............................................................. : ........... ~'"Ii""......... ....................... ...................... ...................... • ....................... . z 2 0 ····· ............................................................................................... a:.w ............ . ........, ::r:: 0 STA 14+02 88 LINE 1 H = STA I-u 13+98 LIN I K1 PROP SMH TOP 8' WTR 20. 80 20 Z0 I--<[ Q H-4, TOP 9. 35, FL 1 , 28--------.... PROP. 12" PVC S @ 0.21 U ::>:: ~~~~~~~::r:::::::r:::::::r::::::i:~r:::::::::b~P~R~O~P~.~1~2~"~P~V;C~S~~@~0~.2~1~%~,~:::::::::::~====~ 15 " FL 12'SS 15. 44 15 PROFILE -SS LINE 'K' C OFFS I TE AND QARTH ST. ) 1 '\l, 1 ~ 1 H-r, TOP 20. 67. FL 2~. 1 I 1 5 "\ I SSS ~SS 21 I I I I I I I ' PRO~.\ fH-l. WSD : I I I I \1 '1 f-'---+------~"~',-t __j 1 l I I --- 1 6 l\{s~H--""'lllHl-.+"ss 22 Ri I I 1:-J I 11 I ~ II I @> I I I Ul WSD ~ I ' I I Ri I i 1 1---"1 s~ 1 I I I @ 7 I s~tH---H.J~ss I 23 I I ----I I I I !I • : I I I I I I I 11 c wss : I I I I I 8 I ss sss I 24 I I I J ..:... r'ROP. s" PVC ss -----i I PROP. 8' PVC \.I llR-~~ I oJ, I I 1-1-------t--n WSD 1, LINE "H" @ 0.41' I I I I I II I I I I 9 I ss~H----ILI I I I ~ ~SS I 25 I I __J 11-+--:-------;---+rl!1 WSD : I I I ---I I I I : : I I I I I I rol I ssi 1 11 ~ss lq 26 [ 55 , DE 55' DE : fJ I WSD '"' 1;\ ' I ~ 0 I I I I : ... ,\--1::1 ' I -q-EJ---1 I I I \ I I I ij I -.J-.J I 11 I SS~ ' ~SS I 27 : ~ I lu < I I I I : WSD \., I ' I 0 g ::s I '1 o I 1-t:i I I 11 .;_ I '1 :::) 1- 12 I ssT ~s;r---;s-------1 '%> ~ I ~ ---I 111 I, ['11 e>I WSD I I ' ·, l'l I I 1-+-------::-<;t--r'l-I ' I I I 13 "'1 :1s:H--~Jss I 29 I ~ I II I I Q I I isT~ 7+21. 54 PROP ssM~ H 2. ~ I ---- 'C::Y ' I WSD ' TOf 28. 84, FL 23. 85 . I I l-jl------+,---+11 I I I ~ ill I I I I 14 I s 1 ~ Jss I 30 I ' ~ I D D ;:,+ I ~1 ! /STA 11 +06. 96 PROP SSMH ""f I-2, TOP 30. 5, FL 10. 78 1---- 1 I I r--- 1 I I ---1- I I r----- 1 I I 1-0-- 1 ~(:! I Q CJ -.J -.J f-li;c---- I g ::s 1-£! 12 I f---- I PROP. 12" PVC SS r LINE "I"@ 0.21% _I --- LL ---< D f-->--< VJZ <[ ::::J w l'J DZ f-->--< i=1 VJZ VJ <[ _J w f--VJ VJ l'J LLZ LL >--< D~ I I PROP. ~H-L -! '-' I I ~I ~ I ---~ I I I I :;:; WSD I I Ril ':! I I I 15 I ssb~"'~--n1ss I 31 I e I I ! __......---STA 6+27. 76 PROP SSMH [-1, c rr-TOP 30. 5, FL 11. 79 1 1 1 1 WSD 1 1 1 ~ 1 ~t 1r --- I I I I 6' ~ L i I ~ I -----1 I I 16 I ss;~+.i:----r~:;•ss I 32 @> I I I I I I I I I WSD I I I I I I 11-+l-----+-I -4-11 I I I I ---_I I f---- I IPROP. ~:PVC W~Rs:fH~--1-lfssl 33 I : ! I ~FL 12·ss 12. 06 I I I I WSD I I I ------'---'-----'l-'----:=--=-=--~bi:-J,--------~,-t11 , I MATCH LINE 'I' STA 5+00 l/r FL1 8' SS 24. 84 I I~ 18 I I 1.11 1 34 I CONT I NUED FROM SHEET 11 MATCH LINE HG" STA 4+75 CONTINUED FROM SHEET 11 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE' I'= 60' 120' I DWN. CHK. 00 O(Y) + '1J 0 0 + ITT .... 0 0 + "<!" 0 0 + (Y) 0 D + (\j .... 0 0 + 0 0 + 0 0 0 + D' 0 0 + CD 0 0 + I' ITT (\j I 0 (\j '-STA 16+00 . 37 LINE •I 5+04. 70 L NE • J' PRO I-3, TOP 9. 50, FL 6. STA 11+06 '96 p:1 SSMH 1-2, TOP 30. 50, FL 10. 78 (STA 6+o 7. 76 PROP , SMH I-1, TOP 30. 50, FL 11. 9 7 0 = STA \ SSMH "' m ai ru -" ~ ~ OJ "' 0 @ ' ' w z - (fJ (fJ (.) > Q_ . N - Q_ 0 0:: Q_ !<: -N 0 = . w z ::J <JJ <JJ u > 0.. ' . - 0.. 0 0:: n. I 0 0 + '° 0 0 + ITTD (Y) l[) (\j 0 ru ~ J;::j i 0 ; J @ ' .. w z ' ::J I "' D nj - ~ ~ . C\J - -" /"" MATCH LINE 'I' STA 5+00 CONTINUED FROM SHEET 11 BASS & WELSH ENGINEERING l[) ITT TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. ~ w 1-- (/) LL LL D w z _J (l'. w 3 w (/) >- (l'. <[ 1-- z <[ (/) w _J LL D (l'. o_ F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX SANITARY SEWER AND WATER PLAN AND PROFILE AND DFFSITE SANITARY SEWER AND WATER TD EAST N WEI SH PLOT SCALE: SCALE (H)' SCALE (V)' DATE PLOTTED , .. = 60' SAME JOB NO. COM. NO. PGD6 AS SSW 08068 NONE 02/18/20 SHEET ...!L OF 33 N N " I S T1J11 L!f r11E:c n::<: DJ> z --1 --1 g ,.__. z,- c~ 'l z t:::) 'l c-----36+00 'l _ ,rPROf:'.:_F~ .'/. I !Cf . -_Ji .1 37+00 -----------~-----11 118 126 ACRE TRACT II, DOC ND. DROGON STREET PROP l6'PVC WTR BY OTHERS-.....,__,/, 2Dl5Dlll69, o, R., BILL BROWN ET AL (FUTURE 75' ROW) Al+OO 42+00 '>t--,77 38+00 3 '3+00 ---------+ -lb ----__ -_o_o____ _ ____ µ AJ c_'t==~~,,--~==~...:::..::::..:::-:-::..:::::::::-:-::..::::::::~=-======--......::::2:o:·:D:E:S::::~::~::::~::::::::::::::::::::~;:::;~~~~~::::::::::::::::~~=::~/3 ~ , "! PROP. FH i' /?-STA 42+47 C fJtPRDX) (/)I (/)--1 PROP 16' PVC WTR /Ii; PROP TEE B/Y OTHERS 20. 00 AC. TRACT, DOC. 'l J> PROP 16" PVC WTR NO. 2005027456, D.R., 'l w LONDON IND, SCH DIST. I I --1 Ul + C-' Ul r-> 0 n3: DJ> z --1 --1 n ~ ::r: z,-35 PLAN 16" \./ATER LI NE NEAR/AT CR 33 1" -60' ----------------------------------------------------- 36+00 37+00 38+00 39+00 40+00 ------------------------ 41+00 42+00 43+00 35 I I c~ 'l z t:::) 'l __ _tlG ___ f v--CL CR 33 'I • Al L 30 D, ::<: (/) (/) ::r: --1 'l J> 'l w 25 --1 Ul + ...... Ul ..._.o 20 r-------1------ bRDP 16"PVC ~OVER BELOW ······················ ······················· ······················ ······················· NG ------1-----------i-----------1------ WTR ( 5' .~~~·}: ....... ······················ ······················· ······················· ······················· ······················· ...................... ······················· ······················· ······················· ........... ··········· ······················· 1------------r-----------1------ I 30 Pf DP 16' PVC "TR ( 5' I CPVER BELOW <G)}: . ······················ ....................... ······················· ................... ::::·::::::::::::::1 ······················ J'.-PRDP 16' TEE ....................... ······················· ······················· ...................... ...................... / 25 DETERMIN 1-HDRIZDNTA r AND VERTI A~/ LOCATION OF 16" WAT R BY OTHER PRIOR TD ANY WATER CDNSTRUC lrIDN REFLEC Ir-ED THIS SH "ET BY OTHERS 20 PROPOSED CITY STANDARD 4' l.D. FIBERGLASS MANHOLE FOR SANITARY SANITARY SEWER SET INSIDE INVERT ELEVATION EQUAL TO 18" CLEAR OF BOTIOM OF PROPOSED 16" PIPE NOTE: PROVIDE 2 COATS BRINER'S DURAZINC OVER ALL METAL SURFACES WITHIN MANHOLE. APPLY PURSUANT TO MANUFACTURER'S RECOMMENDATIONS. PIGMENT FIRST COAT BRIGHT RED. TYPICAL AIR RELEASE PROPOSED GALVANIZED /PEDESTRIAN RAIL PURSUANT TO / TXOOT DETAILS PROP 63.11 LF 7 1/2" X 1'-1" R/C PEDESTRIAN RAIL SUPPORT BEAM IMTH PEDESTRIAN RAIL ATOP PURSUANT TO TXDOT DETAILS (BOTH SIDES OF STREET). PROVIDE 2" RISER AND DOWNTURN, BRASS IPS FITIINGS AND NIPPLES PROPOSED 2" AIR RELEASE AND VACUUM VALVE, VAL-MATIC MODEL 802A, OR APPROVED EQUAL. PROPOSED 24" X 2" SERVICE SADDLE WITH 2" BRONZE GATE VALVE ">--PROPOSED 16" WATER PIPE PROPOSED 4" PVC PIPE 5' LONG, CRUSHED STONE FILLED, FOR DRAINAGE VALVE DETAIL NTS TIE WALK TO CURB PURSUANT TO Cl1Y STANDARD DETAILS TIE GRADE BEAM TO WALK WrTH NO. 4 "L" BARS @ 12" OC (MAX). ''L" BARS TO BE 20" HORIZONTAL X 1 2" VERTICAL LEGS TOP ELEVATION OF GRADE BEAM VARIES, = TOP OF CURB ELEVATION + 0.1' + 3/ 4" CHAMFER = TC + 0.16' 55' 55' 11 O' DRAINAGE ROW S=O, 541. FL BOX CULVERT 22. 66 S=DI 54% 11 11 FL 22. 70 11 PROP. 4' X B' RIC II BOX CULVERT @ O. 5% I --------------------9 32+00 --_ ___,_ --------------------~ TIE 5' WIDE WALK TD CURB WITH REINFORCING STEEL AS PER CITY 111 STANDARD DETAILS AND TIE TD 1' I x 1' R/C BEAM IN SAME FASHION II A 11r- S=D, 54:1. Sd . 54% PROPERTY LINE S=O. ~y. II II II II II II II II II II PROPOSED 4' THICK. REIN 15" DCEW. TOP WINGWALL WI L-BARS 9wx9 WIDE X 20' R/~ SPLASH PAD 4• ORCE WITH ND. i 3 REBARS AT EL 22, 66. TIE TD FACE OF H ND 3. L-BARf @ 1s·oc CMAX), Ul q "' ' '" STA 32+44. 53 GB &. CL D UBLE 4' X 8' BOX CULVERT, TC L RT 30. 40 DRDGDN ST PROP. 5' TI ED SIDE WALK OT SIDES LE GTH OF D OF STREET, 5' X 63. 11' WINGWALLS + 15' EACH E 93. 11' TOT AL LENGTH OF 5' WALK V. '>'//. W '///// l/N 'Z "//. "////f, '--A 10' Lw = 22. 68' Ltw = 17. 75 Lw = 22. 68' 15' LE GTH D PARA LEL HEADWALL/YI GWALL /FOOTINGS= 63. 11' DIMENSIONS AND DATA AS SHOWN ON THE SOUTH SIDE OF STREET SAME ON NORTH SIDE ~DIMENSIONS AS TXDDT DETAILS 25. 00 AC. TRACT, DOC. ND. 2008018783, D. R, , LISD 10' 15' SPECIFIED IN PROP 63.11 LF 12" WIDE R/C GRADE BEAM SUPPORTING 7 1/2" X 1'-1" R/C PEDESTRIAN RAIL SUPPORT BEAM WITH PEDESTRIAN RAIL ATOP (BOTH SIDES OF STREET). 12" WIDE GRADE BEAM 18" DEEP OUTSIDE MBC. TOTAL LENGTH OF PEDESTRIAN RAIL + PEDESTRIAN RAIL SUPPORT BEAM + GRADE BEAM = 93.11' 20. OD AC. TRACT, DOC. NO. 2005027456, D. R. , LONDON IND, SCH DIST. PLAN -2 BBL 4' HIGH X 8' WI DE HBC WI TH PARALLEL WINGWALLS AT CROSSING OF DRDGAN STREET (SHEET 5) NTS TYPICAL CURB & GUTTER \ VARIES 1/. TD 2/. ~ 5' WIDE TIED CW PROVIDE 4 EACH NO. 4 BARS CONTINUOUS WITH NO 4 FULL STIRRUPS @ 12" OC (MAX) PROP 93.11 LF 1 2" WIDE R/C GRADE BEAM SUPPORTING 7 1/2" X 1'-1" R/C PEDESTRIAN RAIL SUPPORT BEAM WITH PEDESTRIAN RAIL ATOP PURSUANT TO TXDOT DETAILS (BOTH SIDES OF STREET). NO. 4 U-BARS @ 12" (MAX.) OC PURSUANT TO TX DETAILS (PROTRUDE 12" INTO GRADE BEAM) SECTION. B-B (OUTSIDE LIMITS OF MBC) NTS ----PROPOSED PEDESTRIAN RAIL PURSUANT TO TXDOT DETAILS PROP. 4" THICK SIDEWALK TYPICALLY REINFORCED. 5' WIDTH. TIE WALK TO CURB AND TO GRADE BEAM AS FOR TYPICAL SECTION OUTSIDE LIMITS OF MBC (ABOVE) PROP 7 1/2" X 1'-1" R/C PEDESTRIAN RAIL SUPPORT BEAM WITH PEDESTRIAN RAIL ATOP PURSUANT TO TXDOT DETAILS (BOTH SIDES OF STREET). MULTIPLE BOX CULVERT NOTES: TYPICAL CURB & GUTIER TOP ELEVATION OF GRADE BEAM VARIES, = TOP OF CURB ELEVATION+ 0.1' + 3/4" CHAMFER = TC + 0.16' 1. THE PROPOSED TWO BARRELL 8' WIDE X 4' HIGH R/C MULTIPLE BOX CULVERT, WINGWALLS AND PEDESTRIAN RAILS SHALL BE CONTRUCTED PURSUANT TD TXDOT DETAILS SHEETS IN THIS SET OF PLANS. THE PROPOSED MBC SHALL BE CONSTRUCTED WITH A 1' X 1' HEADWALL PROTRUDING ABOVE THE TOP OF THE MBC AND A TOEWALL PROTRUDING BELOW THE MBC, BOTH ENDS OF MULTIPLE BOX CULVERT. VARIES 1/. TD 2% /PROP 93.11 LF 12" 'MDE R/C GRADE BEAM --=F=~:]jR~Q5~~=~===rffn~ SUPPORTING 7 1/2" X 1'-1" R/C PEDESTRIAN -----, __ _:,..,, ~ 5' WIDE TIED CW SUPPORT BEAM WITH PEDESTRIAN RAIL ATOP PURSUANT TO TXDOT DETAILS (BOTH SIDES OF STREET). RAIL 2. THE REINFORCED CONCRETE WINGWALLS SHALL BE CONSTRUCTED WITH A TOEWALL PLUS THE B" THICK WINGWALL ABOVE. 3. THE TXDOT METAL PEDESTRIAN RAIL ASSEMBLY SHALL BE CONSTRUCTED ON A 1'-1" HIGH X 7-1/2" WIDE REINFORCED CONCRETE CONTINUOUS RAIL SUPPORT BEAM CONSTRUCTED ON TOP OF THE ABOVE DESCRIBED GRADE BEAM ON TOP OF MBC AND CONSTRUCTED ON TOP OF THE PROPOSED 12" WIDE X 18" HIGH GRADE BEAM WHICH EXTENDS BEYOND THE LIMITS OF THE MBC. THE PROPOSED PEDESTRIAN RAIL SHALL TERMINATE ON BOTH SIDES OF THE MBC IN THE 12" X 1 B" GRADE BEAM. 4. PROVIDE 3/4" CHAMFER ALL EXPOSED EDGES OF CONCRETE STRUCTURES. 5. PAY FOR THE TWO BARRELL 8' WIDE X 4' HIGH R/C MULTIPLE BOX CULVERT, RELATED EARTHWORK, R/C WINGWALLS/FOOTINGS, R/C HEADWALLS, PEDESTRIAN RAILS, R/C BEAMS SUPPORTING PEDESTRIAN R.AJLS, DE-WATERING ASSOCIATED WITH THESE ITEMS AND CEMENT STABALIZED BEDDING BENEATH THE DOUBLE BOX CULVERT AS "DOUBLE 4' X 8' BOX CULVERT WITH WINGWALLS". THERE SHALL BE NO SEPARATE PAY FOR ANY OTHER WORK ASSOCIATED WITH THE DOUBLE BOX CULVERT. PROPOSED R/C 8' WIDE X 4' HIGH MBC 2 BBL CEMENT STABALIZED SAND BEDDING PER CITY STANDARD STORM WATER DETAIL SHEET -~ SECTION. A-A (AT MBC) NTS ND. 4 LI-BARS AT 12" DC AND SHALL EXTEND INTO 1' X 1' HEADWALL BELOW A MINIMUM OF 11" PROPOSED 1' X 1' R/C HEADWALL PURSUANT TO TXDOT DETAILS {lYP. BOTH ENDS OF CULVERT) BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' 120' ti ••D•cll--t::' =======I SCALE' 1'= 60' OWN. CHK. PUBLIC I NPRDVEHENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX WATER PLAN AND PROFILE, AIR RELEASE ~ VACUUH VALVE DETAIL AND HBC ENLARGED DRAWINGS PLOT SCALE: , .. = 60' PGD7 AS WTR COM. NO. SCALE (H): SAME 08068 JOB NO. SCALE (V): NONE N WFISH DATE PLOTTED 02/18/20 SHEET J..±... OF 33 “”“”“” z 0 >--" I I I I I I I I I I I~ I I" _ ______,I I "' -< '" :<"' '" "'" "'"' '" "< . - I I I I~ I I I _:= ----t UL> ,. Q '" "" ·:i: "' J> . " '" -w -ru -- -0 22 ( 8 ( 7 23 I; ( 9 I; ( \ \ 6 N89• 04' 28'_[;_ 439. 48' 1:""'5' CJE; me. 1'I[];---- I -------- 24 10 5 LDT lA, --f---7. 5'UE 0 26 25 27 - RHAEGAL CT 25'YR 5 EE ------r-- DRDGDN ST 25'YR 0 2 4 3 7~ UE ---- S89" 04' 2s• W 513. 61' 7. 5'UE 334, 530 SF = 7, 680 AC 0 LDT lA, BLOCK 3 LOT 1B, BLOCK 3 I ~ -_J.) I I SSFW, SSF~] 11 I 11 I 11 I 11 I 11 I 11 I SSF 11 I ~J 11 I 11 I 11 I ~11~1 "'11iiil 11 I 11 l 11 ~ 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I I I 11 11 I 11---f---- - 11 2 4 PORTION OF A 130. 570 ACRE TRACT, noc. ND. 2019051482, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTJFJCATE 31 AND SURVEY 139, ABSTRACT 577, CERTJFJCATE 33, SAJD SURVEYS NAMED CUADRJLLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP ---t--1-7. 5' UE 5 6 7 8 SSF I I r, -IOI~ '2 L.J RI~ 3 3: J>O -10 nz :r: -1 ~ Al D z --j :r: Al D z f'l t:J Al 11~ '------------~ -·~--·- IZ ~c \j,b.L;:._=:...=-=.=_=1=-::::::..:::...=:...=_±.=_=._:=-:=.=i.-=.:=-:::::..:::...=~-±_::::::_:"5~'=EE'._.=-=.:1-=.:=-:::::..:::...=~-...L----~~-'l-~8 I Iii'~ ~~(/) BLACKWATER ST , t~ltS~SF~----,---~::-=::-T:-=-=-=-:=-::=r=::-=::-=:-=-=-=r=-==-::::-=::-=~-=-~~=-::=ir=-=-=-=-:=-::=-f VJI ; i --~~ t--5'EE --i1·1 "r-----J> l'l _ __,_, -1 25' YR ()'\ IC--3 4 5 6 7 sci;; ~I~ l 2 D '"1 I~ ~ n -10 t-----~~---~~' (~--;::__---~_-_-_-~_-_-_-g ~ -r 'z r_"'lssF 1°1 L.J 15'UE --20' YR LDT l -5'-<:E LDT l DRDGDN ST - ------------ LDT l ~c z l'l l'l t:J ~D .z MATCH LINE 1 A1 STA 12+50 CONTINUED FROM SHEET 14 PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 5Bl, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAJD SURVEYS NAMED CUADRILLA lRRIGATlDN COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP N THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I••' I SCALE: 1 "= 60' 120' I DWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX STORM WATER POLLUTION PREVENTION PLAN N WEI SH PLOT SCALE: SCALE (H)' SCALE (V)' DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD2 AS SWPPP 08068 SHEET ....l§_ OF 33 PDRTrDN OF A 130. 570 ACRE TRACT, DOC. ND 2019051482, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 3I AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579 1 CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES SURVEYS NAMED CUAilRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP CD., TX, MPM DEVELOPMENT, LP n::;;;: DJ> z_, _,n ~ :r: z Cl N l'l ~ t:J z l'l 'l /IJ ' on 3: ' (/) (/) :r: ___, l'l ]> l'l ___, O' + >--' 0 UlO n ::<:: DJ> z_, _,n e-1 :r: z, c~ l'l z t:J l'l 'l ' /IJ t:J D ' 3'. (/) (/) :r: ___, l'l ]> l'l >--' _,o >--' + uio D N89° 0,' 28" E 1050. 33' N89°04' 2B"E --------~ ----7. 5' UE 11 12 13 8 9 10 1050 33' '° 14 ...., 15 c.n D 7. 5' UE 16 1 I ~1 -< ~l 0 ~--~-- ---~ -_25_'._3 ---~ -~-t--------_J -r f-----________ J 5'EE -~ --~ ~SSF BLACKWATER ST GJssF ~~-~--_---,---=--::=-~-rc-::=--=::--==-:_=i:--=:::--==-::_+~::-==-::=-~5'7E~E~-~=-::=--=:::--==i==--==~s·~E~-E-~r:--==-:=-~-:--==-::=--=::~l1T 25' YR B 9 10 11 12 25' YR 14 I3 15 16 jl ~IJ ~I~ I SSF ~ ______ -, ______ -~ __ 15' UE _____ ~ _ IT_U"= -=--=--= -=--=--=-~ GJ -f-------r EJssF DRDGDN ST SSF g =-----------~~~~~~~~~~~~~~-----~ ------------11 I 0 1 11 LDT l I I I 0 I I I I 1 I I 1 I I 1 I I 1 I '1 I FF I I I ...'.: I 1 1~ 11 I 11 I // I ii I 1117 // I // I // I // I 15 I ~ II 87. 50' i-+------ 1 36 · I I I I I I 16 I I I I I I 1 µ.. 1 --- 1 :~ 37 @ I I 17 I I I I I 38 I 1-1---- 1 I I I 18 I I ' I I :~ I 39 I 1-l.-I ---19- I~ I @ I I I I I I I I I ::<:: 20 I I I I ~B ssF 40 I I n z fj ·I _l __ _!9' j'f/UL_ __ I ___, \;I::. -------+---t----I t-1 ' t-1 ~ z l'l l'l t:J DRDGDN ST ~D ,Z ~II I// I// I// // I LDT 1 I// //I 0 LDT 1 //I I// //I I// //I I// //I I // //I I// //I !$ I// //I fr I// //I 12 I // !:l I// //I & //I ;{ "" I // I// /lit i i I I I I I / I I I I I I I II I II I I // YI! I ii I // I 11 I 11 11 I II I II MATCH LINE "B' STA 12+50 CONTINUED FROM SHEET 14 0 LDT 1 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE: 1 '= 60' 120' I OWN. CHK. 25. 00 AC. TRACT, DOC. ND, 2008018783, D.R. , LISD 25. OD AC. TRACT, DOC. ND. 2008018783, D.R., LISD BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX STORM WATER POLLUTION PREVENTION PLAN 02/18/20 1" = 60' SAME PLOT SCALE: SCALE (H): SCALE (V): DATE PLOTTED COM. NO. PGD3 AS SWPPP 08068 JOB NO. NONE N WEI SH SHEET J.2__ OF ~ PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D.R. , A PDRTJDN OF SURVEY 135 ABSTRACT 581. CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD., TX, MPM DEVELOPMENT, LP 36 37 38 39 N I I I I I~ I l:e I I I I ='I Ul I ~I 15 16 17 CONTINUED MATCH LINE I I I I I I I @I I I I "'I '" I I I I I I ~I I f-l'--------t1-n' I I ' I 18 I I I I I U) I I I I r:i I I I I l I I 19 I I I I I I ON SHEET 18 u F' ST A 4+ 75 I I CONTINUED MATCH LINE 18 I I ON SHEET 19 HG" STA 4+75 34 I I I I 55' 55' Jjf---__±'_--ti---~---i ' I I '. 35 I I I ! I I I I I I'" I I I 1(/)0 Ul 19 I QI I~ I I 36 I I~ I : µ__Jl _____ H:I~ I I eJ I ' I I I I I~ @ ·~ • I I 20 I I I I I 37 1~ ~I f'l I I \~~I~ I : I I 21 h---+~---------,-JI I ~ I I I 38 I I ~ PORT ION OF A 293. 041 ACRE TRACT' I U)I I I ;;; I I ~-<. I I ~ DOC. ND. 2019035726, D. R, ' A PDRTJDN OF SURVEY I ,) ,;' ,, ABSTRACT 579, CERT!FlCATE 31 AND SURVEY 139, " I ~ I I ' 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, \ ~"'·.II 22 I "'I ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES l l I I I CD. , TX, MPM DEVELOPMENT' LP I I I I I 39 I I I I 23 I I I I I 1 I I ~1-~:------T1+-t1~~~~~~T,~Tr1--:~:-~ir-,-,r-~~~~~,11...-~~~~~....,...-rr-~2~-rl':'.1 ~r-1 ~~~~~~,rTr-,~~~~~11~rr1-:w:--~rr~qr-1~~~--;~~6~1t"i;---:24~-~~: I I I I (:;;\ 20 "'ol ~ ~ l ]~ @ I I 70 "'I ] J;: j o:::.] 48 f25\ I I 24 ~-<.I ]'.' q'; -<] 48 eJ I I I I 40 ei ,\; \;] ~ I~ 69 I (.;;:\ ~I ~ _, M '" l:C:7 i:i J> ;o I I I I I I I ;;;1 T 2' '1' I I e; "' I I I _:i d a d= L ----: __ 1 _19' YR/UL_ -_J i L Z I _l_ -1:± VJ I L _______ lO'YP."'c-V) -E~-l __ l _____ :::J; I -_J_ -+------_, (j:= -§' OE---1--1 -~ ---1,_ _L _ ----l0'--¥R/DIC-l-I-------____y <T--_TIYJ'.FZD=-1--r--5'LE-------Vl p_ ~ 5 <-ff --'"T-C--1 -----V? 't:::::" ---s"'TE""----1 r 0 , _, ro-, C:.J SSF L~SSF ~., C:.JSSF DRDGDN ST 25. DO AC. TRACT, DOC. ND. 2008018783, D. R , LlSD THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. < D ' J> z _, ~ C/) Vl _, I I I I JU! ]q !'" I ::o I I I I ' I@ ' I I I I I I I I I I I 35 36 37 38 39 19 I I I I I I I I I .. I I~. ' I I I I I I I ~ I I I I 40 I I I~ I I 1 l I l__ -, -ro• Yl<tU~' j \[:::_ -5 ~ --O__j -::: 0 30' 60' I•• I I SCALE: 1'= 60' 120' I '" Ul U) U) " " "' ;o ;o "' D D "' "' OWN. CHK. I I I I "' o- I --'"00 D· I ---"' '""' I .'.-°~ D ;o . "' I "'_, . "' '" ,.; I -_, ' ,_ I '"" ;o D" I <: D Zn "' I _, z "p ' I I I I I ~- BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I NPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX STORM WATER POLLUTION PREVENTION PLAN 1" = 60' SAME PLOT SCALE: SCALE (H): SCALE (V): DATE PLOTTED COM. NO. PGD4 AS SWPPP 08068 JOB NO. NONE N WEI SH 02/18/20 SHEET J_§_ OF ~ N PORT ION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTlFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I I I I I I I I I I I I I I zJ 0 c:;J (Jl I (Jl ' w I I\) ' I ~ I ,__. I 0 I\) I CD w I 0 ' I PORT ION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I I I ,------------1 I I , i r---------r011~~~6 1ft~---- I I I 1_..P,1r I I I I I I j I ____________ J I I 'Di 14 Di' I -----------1 i ~-----------_J1 ~n--- 1 r,;;-,19 I ' ~ R ~I G 36 I I I I I I -I D I '0 18 ~ ~ 1 ;;: 'CJ I 1 1 1 1 n z I I I I I :r:--1 ~ ~ ~ ~ JO'l~ 6j SS[~~~~~ ~Y~E~ : =.-.-.-.-.-.-.oc.ocJ~t~:~~~:~~~-=;;-~~l;;-~~-=~S~~-~-1---~~ I ~ i h--~~-----'>-,_SSF T-=-5#v~E-T: ~J I I : I 1 I ~: I I 2 ' J __. rn I ~1 I "I I I I I I I I~ I I I I~ 3 I I I I "' 4 5 I I I @1 I I I I I I I 7 I I I I I I I I I I I I I I I I I I I I I I I I I ' . I I I I I I ' I I : I 8 I : MEEREEN ST ?~~ _ _ ~------====_\:-=========~ ~ ~ ~~------------------------------------~r--~---s~ ~ SSF ,.+---------,-f" ,-_ ---------~ SSF I I I (/) :r: r:~~.J, y:-T 5'-ff_lQ' ¥R~ ~I I 1 Al I I z I -1 fTl td l'l J> Al [/) ' J> z Cl I I '.< I L-----------1 j;: I J> fTl : I I I VJ : ~ ~----------~ : :i I ~ ~ I I 21 I I G !:' : ~ : I ~ : ~ '1J : Ill) I 1-------~-s--1 ~ 2 I 1~ I I ~ l:J I ~ _, I ~< I ~ ~ I I 22 I I Q ._, I _, 0 : 2§ I ~ I~ I I -1------~~---J 0 t~ I i I 1_,_-1 I I I 23 I I I I I I I : I I" "I I I @ ~~.I l 24 IM~1 : I I I '. : 1 I w : I I Is I I I 25 I I Ul I Ul I I I I~ , 11\) II I I ,_;; I I 26 I I I e ! I I;\; '" I I I~ : I I I :::: : I 27 I I , I ' I ' I I ' I I I lll I I : I~ 28 I I I SSF I I I I DiJ (Jll I ~. 6! SF 1-+-'------'-t'''-'-+1 ,,, ~J I I I lliJµ:~1r---------;-1I I I PORTION OF A 293. 041 ACRE TRACT, TIOC. ND. 2019035726, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES I @I : 9 I I I : I I I I 11-'1---~1-----:-11 I I io I I I I I I I I I I I I I I I I I 1 l I I I I I I I I I l-'-1----,--1 --,-11 I I 12 I I I I I I I : I I I I I I I I I I I I 13 14 ' I I I I ' I I I I td l'l J> Al ~ [/) ' J> z Cl [/) _, I lni 29 I I :~ I~ I I I" i I I I I 30 I I I I I I i8 0 I I I I I I 31 I I • Ul I I 01 I I X:l ' e+-----+-------1H I fTl I I I I I I 32 I I_ I I~ e.1-----1--------l:Hlc I I I I I I I I~ I I 33 I I I I I I I I I I I I 34 I I I I I I I I I I I I 35 I I I I I I 15 MATCH LINE 'F' STA 4+75 CONTINUED FROM SHEET 17 CD. , TX, MPM DEVELOPMENT, LP THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE' 1 '= 60' 120' I OWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX STORM WATER POLLUTION PREVENTION PLAN N WEI SH PLOT SCALE: SCALE (H)' SCALE (V)' DATE PLOTTED 1" = 60' SAME COM. NO. PGD5 /lS SWPPP 08068 JOB NO. NONE 02/18/20 SHEET J...§_ OF 33 \ PORTION OF A 293. 041 ACRE TRACT, DOC, ND, 2019035726, D, R,, A PORTION OF SURVEY 135 ABSTRACT 581, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTJFJCATE 33, SAJD SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD, , TX, MPM DEVELOPMENT, LP I I I f-------------j I I I I I 1 ,0 0 I r-------t:Jk-----j I 1!-57 I I I~ I 1-----/7----1 I ~5 I I -~ -----J_ -----I I I I ______ L ____ _j PDRTJDN OF A 293, 041 ACRE TRACT, DOC. ND, 2019035726, D. R, , A PORTION OF SURVEY 135 ABSTRACT 581, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTJF[CATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRJLLA [RRJGAT1DN COMPANY, NUECES I CD., TX, MPM DEVELOPMENT, LP I I I 1------1 ------1 I I I I ~0 I 1-----~-----I '-..., --1 I ~<l:i I I ----~£-----_J I ~~I I I L.c_ --1 I I I i---- 1 L ___ _ I _,I @) Ill! x- i ~I 16 1~ T r'll I ~+--tit_ '®'.\ie;_ -s'Lr-d-_ d- , ' I r-~ L----~~~--,--~/--,---/-/,--7,-,-,--~,,,-----,--/~/Y-//--,--/~/,--Y-/-/T;;;~f;,,,.--.,A, L~~SSF / / / / ' / , , ~·, 1 QARTH ST , / / / / / / / / / / / / / / ------1-----1 I VJ I It:; ti I 1------r~:J-----: I 9;1 '-..., --------2@---__ _J I 2E I I I ////~~I 54'RCP @JSSF --11-.----------+---,,---I ri~E~----=i: I r-+ H¥-YRAJE --I I I VJ,_ I I I I (:;/:.: I 1 I I <CJ I I l -I --';;::--I I I I ff~ I I 2 @\ l L-~---1 I 5: ~! I L.c_ --1 I I " ri i I I I 3 I l I ' I I I I ' I I ' I I I " Ul 4 5 I I I : I l I I I I l I l I : I : I : I~ I l I @ 7 I l I ._l,__ ___ --+'--+t1 I ' I I s I l I I I [ I l--l1'---------t1--+111 I I 9 I : I I I I : I ! I I I I I l I 10 I I [ I 1-11e----------' 1 ----n: I I 11 I l I I I l PDRTJDN OF A 293, 041 ACRE TRACT, I I I : DOC. ND, 20 1 9035726, D. R, , A PORT I ON OF SURVEY 135 ABSTRACT 58l, CERT1FrCATE 29, SURVEY 137, ABSTRACT 579, CERTJF[CATE 31 AND SURVEY 139, ABSTRACT 577, CERT IF I CATE 33, SA ID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CO. ,TX, MPM DEVELOPMENT, LP I I 12 I I q I "!I I : I I I I I I I I I I I I I I I I I I I I I I I I I ' I :-J I I~ 13 14 15 16 17 18 I I I I I I I I I I I I I I I I I I I I I I I I I I I I l ______ _J I "' I I ~ I ~--------i I :~ I "'0 I I I I I I ><~ I r§; -----1 SS'DE 55'DE ~~ l--.±0~~1---='--""----i I I I " ~ I I I I 15 I I [ I I J__l ___ _j_ '"ii' I :lO';DE SS~ ft--I --'2'._DLJI - < D ' J> z _, ~ I/) I/) _, < D ' J> z _, ~ I/) (/) _, l 16 I I I ! I ' I I I I I I I I I I ' I I I I I I I I I I I I \q I"! 1~ I l:::i I : I I I I I I I I I I I ' I I I I I I I I I I I 1@ I I I I I I I I I I I ' I I I I I I I I I I I I I gi I - 1u:! 1zj \~ I I I l I I , I I i I I I I I I I ' ' I 1 I I I I I I I I I I 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 ' I @I I I I I I I I I I I I I °'I ~1 I ' T I I I I I I I I I I ' I I I I I I I I ' I I I I I ~I ~1 I I 32@ I I I I I I I I I I I I I 33 34 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 55'DE 55' DE I I I (/) 0 I ~ 0 I 0 0 ' I 0 -1' I -l'l I ~ I -1' 0 I ru D' Ul w UC ' " I I "' " I D " "' I ~ :>- " I !- D I " z r'l " I I I I I I I "' o---'"rn D----[\) c;; "' ~~ D ;<> -r'l "' --j . " "' /'; := --j ,_ "'" " Do CD Zn r'l --j z :>-p ' r'l MATCH LINE nGu STA 4+75 CONTINUED FROM SHEET 17 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M, WELSH, P.E, NO, 36240 OF BASS AND WELSH ENGINEERING, F 52, IT IS NOT TO BE USED FDR CONSTRUCTION OR BIDDING PURPOSES, 0 30' 60' I•• I I SCALE• 1 '= 60' 120' I DWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG, NO 100027-00, TX ENGINEERING REG, NO, F-52, 3054 S, ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD, , TX STORM WATER POLLUTION PREVENTION PLAN PLOT SCALE: -----SCALE (H)1 __l'C_N _y;Wu_EI SOtJH___ SCALE (V): DATE PLOTTED , .. = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGDB AS SWPPP 08068 SHEET 20 OF 33 ru (Y) co ~ I-- WO' wLn :r: + (/) ~ ru 2: <[ DI- D<: (/) U_ r:=1 w Wz ::::l ~ z_J ~ :r: 1-u zl- D<I: U:>: ru w ru .. STA 24, 84, 48 END BOX CULVERT, BEGIN TEMPORARY DITCH, FL 24. 64 STA 24+59. 48 END CS.G LT S. RT, TC ~RT 3330 -1 & RT, TC LT S. RT 33. 30 REMArNDER OF 136. 31 AC. TRACT, DOC. ND. 2016041530, D.R. --~ --~ 'I c -I c AJ f'l < (/) f'l AJ D z n -I / l --+ 1------1 L ______ _ 1------1 L __ l __ _J 'I c -I c AJ 'I z J> -I J> (/) :r: >---' J> I z ~-- r---1 ___ J 1--1 L _ _J 1--T ----I I --i---I 'I c 'l c -I c AJ f'l tD J> f'l I >---< (/) :r: (/) -I L ------------ -I c AJ J f'l L n --~ I ------ f'l Cl J> z f'l (/) -I ~STA 24+59, 48 END CLG LT 5+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 NG 'I c -I c AJ f'l tD J> AJ J> -I :r: f'l D z (/) -I / --+-- 1--T--1 L __ J_ __ _J 1--T -1 L ____ _J --i-- ~--1---1 33+00 34+00 35+00 > > > > > > > > > )>----z -----<C:::::::::==-- 'I c -I c AJ f'l I J> z z (/) -I f'l AJ (/) -I / --+-- 1--T--1 L __ J_ __ _J 1--T -1 L ____ _J FL TEMP DITCH 23. 93 ,--1--1 L--- 36+00 37+00 38+00 'I c -I c Al 'I (/) -I J> AJ 7' (/) -I / --+-- 1--T--1 L __ J_ __ _J 1--T -1 L ____ _J ,--1--1 L __ 39+00 40+00 41+00 'I c -I c Al 'I -I J> AJ C1 J> Al -< f'l z (/) -I REMA[NDER OF 136, 31 AC, TRACT, DOC, ND, 2016041530, 0, R, / --+ 1--T L __ J_ 42+00 43 +00 35 n D z -I :=_;\ ._NG --+--'--'----1--+-. -+--+--' -I----------1------NG ::<:: c J>Z -I c n f'l :r: t::J 30 I 25 " "'-STA 24, S4, 48 END 4' X 6' BOX Cl BEGIN T f-MPDRARY nr-CH, FL 24, 6 20 FL PR LVERT, DPDSED TEMPDF ARY DI -cH @ '07% NG-------------- EXCAVATE THIS AREA FL SEE PLAN & PROFILE b=B' , s= o. on TYPICAL TEMPORARY DITCH SECTION FDR DI TCHC ES) TH IS SHEET (STA 24+59. 48 TD ST A 43+00) NTS --------------- FL p PROFILE -DFFSITE TEMPORARY DRAINAGE CHANNEL 1---------------------+------ RDPDSE l TEMP[ RARY D TCH @ 0, 07% THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' 120' I•• I I I SCALE' 1 ·~ 60' -----L_ ____ -----1----- DWN. CHK. ---- 30 25 FL D!T( H 23, 37_/ 20 BASS & WELSH ENGINEERING ID >---< z z f'l 'I D (/)I -I I J>D :;::: -J>. ~ wz + C1 0 0 (/) :r: f'l f'l -I TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 " PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX DFFSITE DRAINAGE PLAN AND PROFILE PLOT SCALE: 1. =60' SCALE (H), SAME COM. NO. OS DR1 WEISt:J SCALE (V)' NONE JOB NO. 18068 DATE PLOTTED 02/18/20 SHEET _n_ OF ____;1l__ 1-w w :r: (/) 0 (/) 0 ::::J + D (Y) ~ .q- > <'.[ wl- 0:'. (/) [)_ ::>::w Dz O:'. ~ LL _J l=1 :r: WU ::::J 1-z <'.[ ::::J ::>:: 1-z D LJ 43+00 35 I REMA[NDER OF 136. 31 AC. TRACT, : DOC. ND. 2016041530, D.R. ----------------------~----------------,---------------~--~ ---------------------------~---------------~----------------f--------I /I'' I / I --------~---------------~-----l /I'' l /I' I / I ' \ / I I /"-1, /' I /I'-/ /I, I /I' I /I'-I / , I /I I /I'-I / , I /I' /I'-I /I I /I' I /I'-I / ' I / I ' I / I / ' I /I ' I / I ' I / I ' / I I / I ' / , / I ' / ' I / I / I ' I / I ' I / I ' I / I ' I / I , I / I ', I // I ' I // I ', I / I ', I // I ' I // I '-I / I ', I / I ' I // I ' ~-1-~ / I ' I / I ' I / I ' ~ _1_ ~ / I '' ~ _1_ ~ / I ' ,,-' / I ' ~-'-~ / I ', ~--~, // I ' "' ', / I ,/"' ',/ I /'/ "< I ' ,/ "' '-I '/ ,/ / ' I ',/"' '-/ I '/ < / "-I \ I \ I / '-I // \ I I \ I / \ I I \ _J / \ I I \ _l__ ( \ _____ _)_______ / \ -------t-------~ ~-------I I I ____ -l-______ I ~------I --------\ r---I ---{ f-I \ I I ---1 r----I ---{ I I I I I I I I \ I I \ I I \ I I \ I I \ I I ' I I \ /I : \\ I I \" /I : \" / 1 I "\ 1/ : '\I ( __________ __!__ _ ________ ') ( _ ---------~------------_) (_ ___________ \___ --------1 !------------+----------1 ! ------------~ -------! I I I I I I I I I I I I I I I I I I I I I I I I 'l I I I 'l I I I I I I I I I I I I c:: I I I c:: I I I I I I I I I I I 1 _, 1 I 1---11 I I I I I 'l I I c:: I c:: I I I I I I I I I c I I I ;;o I _____________ l _____________ -1 Al i--------------i I 'l I I I ~ I _____________ ! _____________ -! ___, 1-------------1-------------1 l'l I I l'l I I ------1 ~ r-------------:-------------1 ~ i 1 1 : ~ : : : ~ : : i ~ : : l;;ol I I~: I l--11 I 1 -< I I 1' I I I l'l I I I I I -< I I I z I I I -< I I I ~ I I : ~ : : I ~ I _____________ ! _____________ ~ Vl ~-------------:-------------1 ~ 1------------1 ------~ ~ ~-------------:-------------1 ~ 1-------------1-------------1 F i : I ---1 I I : : : I L I I I p I I I Vl I I I I I I I I I S1 I I I ' I I I ---1 I I I I I I I I I I I I C/l I I I I I I I I I I I I ~ I I : ---1 : : I I _____________ I _____________ ~ ~ _________ ----:--------------i 1------------1 I ~-------------1 _____________ 1 i-------------1--------------i I I I I I I I I n ------1 I : I I I : : : I I I : : : o I I I I I I I I I I I I I I I ~:>: : : : : : : I I : l l : ) l I n D Al t::J > > > > > > > > > )>-----Z-----<~c::==o=- ------------- 6 7 MELVIN ESTATES UNIT 1, V. 68, P. 44, 45 • 46, M. R. 0 30' 60' z J> I I I I I I ) l I / ' __ ! ____________ / , ___________ / ~riit~~~~~::::-~/~~~~';,~-:;~~;;..=~~~~~1 ~-:;_~~~~~~~/~~~--'~,~-~~;:_~~~~~=l~~~=-=~~-~-~-~-~/~----o;;--~-'~~---~--~---~--~---~--~---;;:-~-~-~-;--,---~-~~~--==='='===,-===--=-=,==-=,-==-,===-,=-==,===='='===,:::='='===,===='='==:,:::='='===-===:':'~:,~::'~'~:'::: ~~STA 57+83.39 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ,,,,,,,,,,,,,,,,,,,,,, .- '1 I ' ' ' ' ' ' ' ' ' ' ·-I ~ +----+ I > ' UI I•• I I SCALE' 1 '= 60' 120' I ~ r---1 , , ·~ PC STA 57+40. 43, FL 22, 36 ' , co :>: ~ ~ I . . I RON THRONE DR. ( F~T~R~) ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' rt~ ' ..,, ""--FL DITCH 23. 37 _ , , , , , , , , , , ' ' ' ' ' ' ' ..;,. . ;;;;;: ' ' ' ~(/) ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' / " . ~ I " ' I " Y1 ' '.2:;;; >---------, ,------------i------------" (----------: "1 ( 1 I [ 11 : i : f1, ' ~-!>. I I I I I I I I II I I I I I I.,, I c'f I I I I I I I I I I I I I I~!'-' (/) 0 (/) 0 I l'l l'l --1 I I 1 I I : I I I I 'l I 1 :;:r- ' I 1 I S I I w _________ J ~ L------------1 D l'- 1 l'l I I I I I I ~ I I I ,--I I I ,--I I -< I I I VJ L-------------1 ---NG ------------ I ' ' ' I ' T I ' 8 TIARA LN C EXISTING) THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. --------! ___, I I I I I I I I -------F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 44+00 45+00 46+00 47+00 48+00 49+00 50+00 EXCAVATE THIS AREA FL SEE PLAN • PRDF[LE-.., b=l 2' , S= 0. 071: 2 TYPICAL TEMPORARY DITCH SECTION FDR DITCHCES) THIS SHEET CSTA 43+00 TD STA 62+25) NTS 51+00 52+00 53+00 54+00 55+00 ' I I I I I I I I I i' + ' I L----------------------1 I I I 1 I I I I I 1 I I I I -< ' I L------------~1 -------1 I I I I I '-,g "' i'-ru l ' 56+00 D I I I i'~.I ' 57+00 ' MATCH LINE STA 62+25 CDNTUNUED ON FOLLOWING SHEET 58+00 59+00 DWN. CHK. PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX DFFSITE DRAINAGE PLAN AND PROFILE N WEI SH 60+00 PLOT SCALE: SCALE (H)' SCALE M' DATE PLOTTED 1 r =60' SA~E NONE 02118/20 61+00 COM. NO. JOB NO. OS DR2 18068 SHEET 22 OF ____JL 62+00 n D z --1 35 :s: c ~ DZ ------------------------------------------------------------1-------_N~ --r----------r---------_.__ -----------------------g ~ --------------------------i-~G __ 301------+------l----+-----f---+----+---+----+---+----+---+----+---+----+---+-----+---l------+------11------+-----f---+----+---+----+---+------=t==-==-=~'!=-=~~~~~-+-~~dc----+---_~~+--~=-=-+--===-==-=\=-'~~-+--~~~-~-±c=-='-30 r-o --f- 25t-----+-----+------t----+-----+------+---+----+----+---+----+----+---+-----+----+---t-----+-----+------tt-----+-----+------t---+----+------+---+----+----+---+-----+----+---t-----+-----+----t-----+-----+------t---<25 "'-FL Din H 23. 37 FL PROPOSED TEMPOF ARY DI CH @ I 07% L PROPOSED T :MPORAF Y DITCH @ 0. ( 7% PROFILE -DFFSITE TEMPORARY DRAINAGE CHANNEL ~z z l'l 'l D (/)' ---1 ' DD :;:::: O'~ ruz + Cl ru Ul (/) I 'l 'l --1 I I I _J I I I ----1 I I I _ _j I I I _ _J I I- w w :r: (/) Ln (/) ru ::::J + Dru ~UJ ><[ WI- (}:'. (/) ()__ L.: w Dz (}:'. ~ Le_ _J r=i :r: WU ::::J I- z <[ ::::J L.: I-z D u 'I c -I c Al 'I -I c I I -< 35 30 (/) -I -- 25 CDNTUNUED FROM PREVIOUS SHEET MATCH LINE STA 62+25 ® MELVCN ESTATES UNIT 68, P. 44, 45 &. 46, I LJ V. ''I· R. TRACT 55 > > > > > > >> ))>------z----<===~ ------1 I I I I : I r------1 I I I I L ______ I I I I I I STA 64+02121 PC, FL 21, 67 I I -I -----1 I I I I I I ,-----1 I I I I L ______ I I "' w + D 10 'I c -I c Al l'l n ]> (/) -I I l'l td I ]> n 7' Al t::J " ,. + D 63+00 64+00 -----1------NG -----,__ - 2 WM. ROBERTSON FARM TRACTS, V. 3, P. 31, 3 M. R., WES BEVLY, I I I, ET AL, DOC. ND. FL 22, 02 2005045722, 0. R. , BALANCE OF 185 AC TRACT 4 I I I I I I I I I I I I I I I I I 1 I 1 1 I I I I I I I I I I I I I I STA 176+80 BEG[N TEMPORAR~Y 4• I 1, I I I TH1QK RIC CHANNEL LINI G, I I I I I I I I b=6'1, 2, 1 SIDES, TD A L VEL I I TRACT 48 WM. ROBERTSON FARM TRACTS, V. 3, P. 31, M. R., WES BEVLY, IC[, ET AL, DOC. ND. 2005045722, D. R., BALANCE OF 185 AC TRACT I I I I I I 5' ABOVE FL DITCH AND I I I I I I I I I 1' A*OVE TOP OF BOX CULV[RT I I I I I I I I I )~-....._; j FLODDWAY/DRAINAGE EASEMENT I I I I I I I I I I I I I I I i ~,,/ " ~ ~ ~ ~ \ l L _J J__ J_ _l L J_ L _l ____ l ____ l ____ L ___ --~ \ j__ J_ __ ---___ --------------STA77+00BEGINPRDP6'X ~ --------STA 76+50, 43 B' R/C BOX CULVERT, FL 15. 5 64 +45 .18 _ u u E s1 RIENNE c; 3 +00 + + ,~-l \ + + + + ~~i"":-" -......... Jo, \ 1---1-~'-/---......__/)< \ 65+00 PROP, 6' X 8' R/C BOX CUL VERT §I 4, 12% l-----i-----1 1-----:-----1 I " --- I : : ~ I I I ~ I 1 1 ~ --\ -,.,, ~ ~------: -----: ~ ~------: -----~ ~ : : : \ \ ,---------1 ST f 64+88, 15 PC, FL 21, 50 I 1-----1-----1 I I I -~ I I l ______ --j I I I -ci c -I c:: Al l'l t::J D z t::J D Al Al D z (/) -I I I I 1------+------1 I I I 65+00 66+00 67+00 68+00 -----f----------f-------------------------- 'I c -I c Al l'l ::;;: I I (/) I I Pi I I I \ \ i ~ l_I ---t---1----1~----1 7 -~ D Al ::;;: D z -I (/) -I NG 69+00 I---------- 70+00 71+00 ------------------ J:! ~ I I II \ (/) -I --- 72+00 ----1----- 73+00 ----~ 74+00 ~ ]> z 'I (/) -I -- 75+00 STA 7 THlCK lo=6', ABOVE OF BO APPROX. -----r----- 2: 1 SIDE SLOPES ALL AROUND ALL CONCRETE 4" THICK REINFORCED WITH #3 BARS AT 18" OCEW THROUGHOUT FL -SEE PLAN TYPICAL R/C LINED CHANNEL SECTION BEGINNING STA 76+80 AND ENDING STA 77+16 NTS 76+00 77+00 78+00 +BO BEGIN EMPORARY 4 R/C CHANN L UNJNG, 21 1 SIDES, TD A LEVEL 5' FL DJTCH A JD l' ABOVE DP CULVERT. L DITCH 19. 12~ FlLL LINE - ~ 79+00 30• 80+00 -----• FL p OPDSEI TEMPO ~ARY D TCH §I 0, 2% --------NG ---- WATER SURFACE ON DAY SURVEYED <EL 0, 9' +/-) SOUTH BANK OF OSO CREEK 81+00 82+00 35 30 25 I· ---.....,~ "-_FL DITCH 22. O~ • I ~ !'--. 20 20 15 10 5 0 ---N~--------------- EXCAVATE THIS AREA FL SEE PLAN ~ PRDFJLE b=6' , S= 0. 2%' 2 TYPICAL TEMPORARY DITCH SECTION FDR DI TCHC ES) TH IS SHEET CST A 62+25 TD STA 76+8J) NTS FL PR PROFILE -OFFSITE TEMPORARY DRAINAGE CHANNEL POSED TEMPDR 1RY DI CH @ 0 2% IL DlTCH 19. v f'..._ TA 77+00 BE ' RIC BOX Cl ~ PROPOSED 6' X B' BOX I CULVERT '-" v "' ~ PRDVJDE 7 EACH 1' DIAMETER VERTJCAL STEEL REBARS AT 4' CLEAR OF INFLOW END OF CULVERT. GROUT IN PLACE, 12' DC PRDVJDE 1 EACH 1' DIAMETER HDRJZDNTAL STEEL REBAR AT NORTH FACE OF VERTl CAL REBARS, GROUT 1 N PLACE. NOTE: USE THIS DETAIL AT DRAINAGE FLOW ENTRY INTO 6' X 8' BOX CULVERT AT OFFSlTE DRAlNAGE STATlDN 77+00 CTHlS SHEET), DETAIL -REBAR INSTALLATION AT DRAINAGE ENTRY INTO PROPOSED 6' X 8' BOX CULVERT NTS GJN PROP 6' LVERT, FL 1 .. I ~ ~ ", ~ ' ,,,C' ..... 12/\t ~ , I ~', ~\ . ~"<Op ~ ~.5/ ~ ~ U( vc D, ,\" e, R1 @ ~ 1, , ~ ~ TA 76+80 BE Gl N TEMPDRI RY 4' HICK R/C C HANNEL LINI NG, ==6', 21 1 S' DES, TD A L EVEL ' ABOVE FL! OF TEMPDRI RY lTCH AND BC X CULVERT THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE' 1·= 60' 120' I DWN. CHK. ' ' ~ ', ~ 15 )/(' • .au,\" ~ ~ 10 ~ \ \ ....._ ~ \ ~ \ \ I / ' STA 80+40 FL 1. 5 _/ ,/ < 45~ BEND), WATER SUR DAY SURVE STA 80+77. 44 END BOX CULVERT, FL 0. 90 BASS & WELSH ENGINEERING 5 0 FACE ON YED, 0. 9 TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST I, NUECES CO, , TX DFFSITE DRAINAGE PLAN AND PROFILE PLOT SCALE: 1 • =60' SCALE (H): ~SA~ME __ SCALE (V): ~NO~NE __ DATE PLOTTED 02/18/20 COM. NO. OS DR2 JOB NO. 18068 SHEET __lJ_ OF ____JL N WEI SH ””” u (Ty pl • ~ Fz'~' ~ -ii. -o_ ~ " ~ s r Per-missible Const Jt (Ty pl 2" <Typ l --o_ ro " ~ ~ 6" <Typ l TYPICAL SECTION 3" Chamfer- (See GENERAL NOTES} --~'I u ' ' u - - Fz Const Jt (Ty pl SECTION THAU CURB Gr-ode S I ope l Bors K -- Length of Box 1 '-011f4' \.21 Ba~s B -Top & Bottom SI ab ..--BOIS c -Top Slab Bars D -Bottom Slab I '-0" GJ BOIS Fz- lttt:-tt-+-ttH-tt-+-rH+-+-tt-++-TI ,ft-lt-t-tt-t-tt--+H--tHHtHI-,~ -. ft--ll-+-lf--1-+t-+++--t+--tt-llt--++ - llt-11 r 11-1 u1111 t 1r 111 1-1 - 301s F 1 -Top Slab Only-J PLAN OF REINF STEEL "Y" ~[L (J) ---x n x -' 0 I. I -2 -~ "Y" BARS c BARS D ' 9" ' 6" 3" n G:_ BARS K -•4 <Spa ' 1 ' -0" Moxl (Length ' 4'-3") CD O" min to 5' -0" max. Estimcited curb heights are shown elsewhere in the plans. For structures with pe,jest1ian 1ai I, bicycle 1ai I 01 curbs tal lei than 1' -0", 1efe1 to ECO standard. For structures with T6 bridge 1oi I, 1efe1 to T6-Cf~ standard. For structures with traffic 1ai I, other than T6, 1efe1 to RAC standard. @For vehicle safety, the fol lowing 1equi1ements must be met: -For structures without bridge 1ai I, curbs shol I project no mor-e than 3" above finished gr-ode. -For-str-uctur-es with br-i dge r-o i I , curbs sha I I be f I ush with finished gr-ode. Cur-b heights shal I be reduced, if necessary, to meet the above r-equir-ements. No changes wi 11 be made in quantities and no odd it i ona I compensation w i I I be a I I owed for-this wor-k. @)For-curbs less than 1' -0" high, ti It bor-s Kor-reduce bar- height os necessary to mo into in cover-. For-curbs I ess than 3" high, bor-s K may be omitted. @1'-0" typical. 2'-0" when RAC standard is r-efer-r-ed to elsewhere in the plans. Deformed welded wire r-einfor-cement (WWRl meeting the requirements of ASTM A1064 may be used to replace conventional r-einfor-cement shown at the Contractor's option. The area of r-equ ired re i nfor-cement may be reduced by the r-otio of 60 ksi I 70 ksi. Spacing of WWR is I imited to 4" Min and 18" Mox. When required, provide lap splices in the WWR of the same length required for-the equivalent bar-size, rounded up for- wir-e sizes between conventional bar-sizes. Example Conversion: Replacement of No. 6 Gr-60 at 6" Spacing with WWR. WWR required= (0.44 sq in/ 0.5') x (60 ksi/70 ksil = 0. 754 sq in/ft. If D30.6 wir-e is used to meet the 0. 754 sq in/ft requirement in this example, the required spacing = CO. 306 sq in/ 0. 754 sq in/ftl x 12 in/ft = 4. 87" Max spacing. Required lop length for-the provided D30.6 wir-e is 2' -2" (Lop required for-uncoated No. 5 bor-s, as shown in Item 440). GENERAL NOTES: Designed accor-ding to AASHTO LRFD Specifications. Designed to the maxi mum f i I I height shoNn. A I I r-e i nfor-c i ng stee I sha I I be Gr-ode 60. A I I concr-ete sha I I ::ie C I ass 11 C 11 with these exceptions: use Class 11 S 11 for-top slabs :::if culver-ts with over-lay, with 1-to-2 cour-se sur-face tr-eatment, 01 with the top slab as the final r-iding sur-face. C I ass 11 C 11 caner-etc sha I I have a mini mum compr-css i vc str-ength of 3, 600 psi. Class 11 S 11 concr-ete shal I have a minimum compr-essive str-ength of 4,000 psi. The use of per-manent for-ms is not a I I owed. The bottom edge of the top s I ab sha I I be chamfer-ed 3' at the entr-ance. Relnfor-cing bar-s shal I be adjusted to p~ovide a minimum of 1 1/4 11 clear-cover-. Constr-uction joints shown at the flow I ine may be r-aised a maximum of 6 11 at the Contr-actor-'s option. If this option is used, Bar-s E may be cut off 01 r-aised, and Bar-s C and D may be r-ever-sed. See standar-d SCC-MD for-skewed ends, angle sections and I cngthcn i ng dcta i Is. HL 93 LOAD I NG SHEET 1 OF 2 ......... =.. I 111xas Depal'tment of »ansportatlan Sfandanl SINGLE BOX CULVERTS CAST-IN-PLACE O' TO 30' FILL SCC-5 & 6 Fll.E: scc56ste.dgn DN: GAF cc: LJtW IDw:BWH/TxDCTlcc: GAF ©rxDOT February 2010 CQliT SECT HIGHWAY REVISIDNS 10-12: AOded WWR COUliTY SHEET Nil. ASS AND WELSH ENGINEERING TX REGISTRATION NO. F-52, 3054 S. ALAMEDA STREET CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT I CORPUS CHRISTI, NUECES CO., TX TXDOT SINGLE BOX CULVERTS CAST -IN PLACE SCC-5 & 6 1" ~ 60" BOK CULV DET PLOT SCALE: TXDOT 5-6" CIP ~" AS SHOWN COM. ~o. SCALE (H): 18068 SCALE (V): AS SHOWN "'' '' CHK. N_ WELSH DATE PLOTTED 02/18/20 SHEET 25 Oc " u 0 (Ty pl s Permissible Const Jt u (Typ) F2 J\ ,--E 2" <Typ l 6" ~~-ti'll,,--c <Typ l I rt• i:=• ~F 2 I , E~, j '~ Const Jt (Ty pl TYPICAL SECTION I -0 ©.I · 3" Chamfer (See GENERAL NOTES} ? SECTION THRU CURB Grode S I ope l Bors K -- Length of Box 1 ' -0 "@ Ba1s B -Top & Bottom SI ab - -Bars C -Top SI ab Bars D -Bottom Slab I '-0" @ Bors Fz- 1-c -----c-c -------------1----"!<---+- ~++-ll+Hl-++t-tt-+-*+-H--t\ 1 \t-tt+ititit-tttiHtiHtil--ttl H-~ ~.ff-+-11+-H--+++-++-+-ll-Hl--H \ ft-11-H-til--ttt-fHHtHt-j!I r llt-11t 11-1n1111t1r 11t 11 ---- Bars F 1 -Top Slab Only-J PLAN OF REINF STEEL "Y" ' 9" ' 6" ~[L (J) 3" , , -4 x ~ x , ' 0 I. I , 2 G:_ -~ "Y" BARS c BARS D BARS K , •4 <Spa = 1 • -a " Moxl (Length " 4'-3") CD O" min to 5' -0" max. Estimated curb heights ore shown elsewhere in the plans. For structures with pedestrian roi I, bicycle roi I or curbs to I I er than 1' -0", refer to ECO standard. For structures with T6 bridge roi I, refer to T6-CM standard. For structures with traffic roi I, other than T6, refer to RAC standard. @For vehicle safety, the fol lowing requirements must be met: -For structures without bridge roi I, curbs shol I project no more than 3" above finished grade. -For structures with bridge roi I, curbs shol I be flush with finished grade. Curb heights shol I be reduced, if necessary, to meet the above requirements. No changes wi 11 be mode in quantities and no odd it i ono I compensot ion w i I I be a I I owed for th i s work. @)For curbs less than 1' -0" high, ti It bars Kor reduce bar height as necessary to mo into in cover. For curbs I ess than 3" high, bars K may be omitted. @1'-0" typical. 2'-0" when RAC standard is referred to elsewhere in the plans. Deformed welded wire reinforcement (WWRl meeting the requirements of ASTM A1064 may be used to replace conventional reinforcement shown at the Contractor's option. The area of required reinforcement may be reduced by the ratio of 60 ksi I 70 ksi. Spacing of WWR is I imited to 4" Min and 18" Mox. When required, provide lop splices in the WWR of the some length required for the equivalent bar size, rounded up for wire sizes between conventional bar sizes. Example Conversion: Replacement of No. 6 Gr 60 at 6" Spacing with WWR. WWR required= (0.44 sq in/ 0.5') x (60 ksi/70 ksil = 0. 754 sq in/ft. If 030.6 wire is used to meet the 0. 754 sq in/ft requirement in this example, the required spacing = CO. 306 sq in/ 0. 754 sq in/ftl x 12 in/ft = 4. 87" Mox spacing. Required lop length for the provided 030.6 wire is 2' -2" (Lop required for uncoated No. 5 bars, as shown in Item 440). GENERAL NOTES: Designed according to AASHTO LRFD Specifications. Designed to the maxi mum f i I I height shown. A I I reinforcing stee I sho I I be Grode 60. A I I conc1ete sha I I be C I ass 11 C 11 with these except i ans: use C I ass 11 S 11 fol top s I abs of cu I ve1ts with over-lay, with 1-to-2 cou1se su1face t1eatment, 01 with the top slab as the final 1iding su1face. C I ass 11 C 11 conc1ete sha I I have a mini mum comp1ess i ve st1ength of 3, 600 psi. Class 11 S 11 conc1ete shal I have a minimum comp1essive st1ength of 4,000 psi. The use of permanent for-ms is not a I I owed. The bottom edge of the top s I ab sha I I be chamfe1ed 3 11 at the entrance. Reinfo1cing bo1s shal I be adjusted to p1ovide a mini mum of 1 1 /4 " c I ear-cover-. Const1uction joints shown at the flow I ine may be 1aised a maximum of 6 11 at the Cont1acto1 1 s option. If this option is used, Bois E may be cut off 01 1aised, and Bois C and 0 may be 1eve1sed. See standa1d SCC-MD fol skewed ends, angle sections and I engthen i ng deta i Is. HL93 LOADING SHEET l OF 2 .......... =.. I 111ras Department of »ansportatlan Sfandanl SINGLE BOX CULVERTS CAST-IN-PLACE O' TO 30' FILL SCC-8 Fll.E: sccfJBste.dgn DN: GAF cc: LJtW low:BWHJTxDOTlcK: GAF ©TxDOT February 2010 CQliT SECT HIGHWAY REVIS/DRS 10-12: AOded WWR COUliTY SHEE'T Nil. ASS AND WELSH ENGINEERING TX REGISTRATION NO. F-52, 3054 S. ALA.MEDA STREET CORPUS CHRISTI, TEXAS 78404 DWN. CHK. PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., TX TXDOT SINGLE BOX CULVERTS CAST-IN PLACE SCC-8 1" = oo' BOX CULV DEr PLOT SCALE: TXDOT B" CIP AS SHOWN COM. ~o. SCALE (H): "'' ~o. 18068 SCALE (V): AS SHOWN N. WELSH DATE PLOTTED 02/18/20 SHEET 2]__ OF " L 0 -0 j u • c • 2" CTypl • s u BOIS Fz ~ Eq Spa (Typ) ,---M (Typ) I ' 2" ( Typ l 6" ~+----+----te ' ~ ·' '\.._E ' ' ' E D TYPICAL SECTION a_I® ~ >-> = x (Roadway --=> I ~ ~ o CD ~-;-,-+--T - K-- H 3" Chamfer <See GENERAL ~,.Wlf ~ g ' w -~ NOT ES l ------'L-,:1'----S'-'--~ SECTION THRU CURB ' Gr-ode S I ope l x Length of Box ,---,-Bars F2 (Top & Bottl ' -1------- I '-0" @ Bors D-~#=FicFo#=ofi=ci-J~lFo#clt-ttl Bal s B I -ti'ictt#'o#± r ; . ' BOIS H <Topl ltt-tt-1-H-tt--tt---lf-tittttl BOIS E--H'f='1=f't'f'ft-'lt=>~'-#cf!fftt1 l ~r---_t;8ars Z / c ' ' ; ,_ ( Bott om ) -+1-+11-1-1-1-1 j __ ---~-~.-----~~ --------r i---i---i--- -I ++-_+H_++ --_-++-, _-11-j[F-clf-_+l'-f+N, _ _ - ' I '-Bors F:;> ) ' . ,---Bois F2 VJ i--------,,,,,--------i----- l ~r---j __ --- ' I - - -I-------- - I ' . ~~-Bors E = I (Topl , Bors B t[t;j:j"IJ;;tt'!;l:;t~~tJ:t = I ( Bott om l I Bors c --- ' ' Bars D ~;__,,~ BOIS Fz I '--Bars F1 <Bottom) 6' -1 " I BARS C BOTTOM SLAB TOP SLAB ~[L I . 6' I I BARS D PART PLANS H Bar Dimensions "X" "Y" 4'-0" 4 1 -6 11 2'-3" 5'-0" 5'-6" 2'-3" 6 1 -0" 6 1 -6" 2' -3" 7'-0" 7'-6" 2'-3" 8'-0" 8 1 -6 11 2 1 -8 11 -- x -3" H :[LJ BARS Z BARS Y ' 9" ' 6" BARS K -•4 CSpa = 1 '-0" Moxl (Length= 4'-3"l CD O" min to 5' -0" max. Estimated curb heights are shown elsewhere in the plans. For structures with pedestrian rai I, bicycle rai I or curbs taller than 1' -0", refer to ECO standard. For structures with T6 bridge roi I, refer to T6-CM standard. For structures with traffic rai I, other than T6, refer to RAC standard. For vehicle safety, -the fol lowing requirements must be met: -For structures without bridge rai I, curbs shol I project no more than 3" above finished grade. -For structures with bridge roi I, curbs shal I be flush with finished grade. Curb heights shal I be reduced, if necessary, to meet the above requirements. No changes wi 11 be made in quantities and no odd it i ona I compensation w i I I be a I I owed for this work. For curbs less than 1' -0" high, ti It bars Kor reduce bar height as necessary to mo into in cover. For curbs I ess than 3" high, bars K may be omitted. @1'-0" typical. 2'-0" when RAC standard is referred to elsewhere in the plans. Deformed welded wire reinforcement (WWRl meeting the requirements of ASTM A1064 may be used to replace conventional reinforcement shown at the Contractor's option. The area of required reinforcement may be reduced by the ratio of 60 ksi I 70 ksi. Spacing of WWR is I imited to 4" Min and 18" Mox. When required, provide lap splices in the WWR of the same length required for the equivalent bar size, rounded up for wire sizes between conventional bar sizes . Example Conversion: ReplocemenT of No. 6 Gr 60 at 6" Spacing with WWR. WWR required= (0.44 sq in/ 0.5'l x C60 ksi/70 ksil = 0. 754 sq in/ft. If 030.6 wire is used to meet The 0. 754 sq in/ft requirement in this example, the required spacing = CO. 306 sq in/ 0. 754 sq in/ft) x 12 in/ft = 4. 87" Max spacing. Required lop length for the provided 030.6 wire is 2' -2" Clop required for uncoated No. 5 bars, as shown in Item 440). GENERAL NOTES: Designed according to AASHTO LRFD Specifications. Designed to the maxi mum f i I I height shown. A I I reinforcing stee I sho I I be Grade 60. A I I concrete sha I I be C I ass "C" with these exceptions: use Class "S" for top slabs of culverts with overlay, with 1-to-2 course surface treatment, or with the top slob as the final riding surface. C I ass "C" concrete sha I I hove o mini mum compressive strength of 3, 600 psi. Class "S" concrete shol I have o minimum compressive strength of 4,000 psi. The use of permanent forms is not o I I owed. The bottom edge of the top s I ob sho I I be chamfered 3" at the entrance. Reinforcing bars shal I be adjusted to provide a mini mum of 1 1/4 " c I ear cover. Construction joints shown at the flow I ine may be raised a maximum of 6" at the Contractor's option. If this option is used, Bars M may be cut off or raised, Bars C and D may be reversed, and Bars Y and Z may be reversed. See standard MC-MD for skewed ends, angle sections and I engthen i ng deta i Is. HL 93 LOAD I NG SHEET J OF 2 ......... =.. I 111ras Department of »ansportatlan Sfandanl MULTIPLE BOX CULVERTS CAST-IN-PLACE 8'-0" SPAN O' TO 13' FILL MC-8-13 F11.E: mcBI3ste.rJgn DN: GAF cc: LJtW lmr:BWH/TxDOTlcK: GAF ©rxDOT February 2010 HIGHWAY llEVISIDNS 10-12: AOded WWR COUlil'Y SHEE'T Nil. e-----------------------------------------------------------------------------------------------------------+----~BASS AND WELSH ENGINEERING DWN. CHK. TX REGISTRATION NO. F-52, 3054 S. ALA.MEDA STREET CORPUS CHRISTI, TEXAS 78404 N. WELSH PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., TX TXDOT MULTIPLE BOX CULVERTS, CAST -IN PLACE, MC-8-13 PLOT SCALE: SCALE (H): SCALE (V): 1" = 60' AS SHOWN COM. NO. JOB NO. BOX CULV DEr TXDOT MC-8-13 18068 DATE PLOTTED AS SHOWN 02/18/20 SHEET 29 OF JJ TABLE OF DIMENSIONS & REINFORCING STEEL <Winos for One Structure Endl Dimensions Variable Reinforcing Estimated@ Quantities per ft Estimated Quantities per ft of Toewa I I <1-Toewol I l TABLE OF WINGWALL REINFORCING <2,Wings> Boe Size No, 5po DI •6 1 I -0 II •6 1 ' -0 " 90' WING DIMENSION CALCULATIONS: Hw Lw For-mu las: <Al I values are in Feet) =H+T+C = (HW) (SL) : Cosine -e-for Ty PW-1 = <Hw -1' l <SLl +Cosine -e-for Ty PW-2 and Hw '.:".: 4' (i) 0 0 Skew Ang I e = 0° At di schorge end, chamfer may be :Y4 ". Maximum Wingwol I Height Hw Bors J1 Bors JZ 0 N of wing (2-Wingsl •4 1 ' -0 " less Skew Angle = <Hw -O. 5' l <SLl +Cosine -e-for Ty PW-2 and Hw < 4' Foe Foe Foe 1 5" 30' 45' Skew -1 " Skew -2" Skew -3" -~ ~· o• ·~ w x y z 2' -6" 2'-10" 10" 1'-O" 2' -9" 2'-10" 10" 1'-O" 3' -0" 2'-10" 10" 1'-O" 3' -3" 2'-10" 10" 1'-O" 3' -6 II 2'-10 11 10 11 1'-0 11 4'-0" 3'-2" 1'-2" 1'-O" 4'-6" 3'-2" 1'-2" 1'-O" 0 N Spa Spa 7" #4 1'-0" +l='1 1'-0" 7" #4 1'-0" #LI 1'-0" 7" #4 1'-0" +>4 1'-0" 7" #4 1'-0" +>4 1'-0" 7 11 it4 1'-0 11 #4 1'-0 11 Re inf (Lb/Ftl 48.64 49. 31 49.98 53.32 53,98 Cone Rei nf Cone (CY/Ftl (Lb/Ftl <CY/Ftl 0.406 6.85 0. 071 0.424 6.85 0. 071 0.444 6.85 0. 071 0.462 6.85 o. or 1 0,480 6,85 0, 071 7'' #4 1'-0'' #4 1'-0'' 55.77 0.532 6.85 0.071 7" #4 1'-0" #4 1'-0" 59.11 0.568 6.85 0.011 ~s "'"'". 5'-0" 3'-9" 1'-7" 1'-2" 7" #4 1'-0" #LI 1'-0" 63.45 0.632 6.96 0.075 0 ~·.-~~~--t-~-~~~~~~-~cr---~t--~~~cct~+~~cT~~~--t-~~~t-~~~~~~i ~:: ~ ,_~5~'~--6~'~' __,_3~' --~9~"r-c1 ~'_-~7~"+c1~'_-_2~'_,' --~7~"r-•~4+1~'_-~o~"+-•~4+1~'~--o~" ,_~6~7_, ~4~6__,_~o_,~6~6~8c+~6~,_9~6~_o~, ~0~7~51 ~ ~ ~ ,_~6_'_-~0_"-+~4_' _-_4~" ~2~'_-_0~'-+' _1~'_-_4~"+--~7_"+-•~5+-1 _' _-O~" f-•-5~1~'_-~0~'_,' ~8~0~,~6~7-+~0~, ~7~3~0+-_7~,~0~7-+_0~,~0~7~8-l ~~E 6'-6" 4'-4" 2'-0" 1'-4" 7" :1+5 1'-0" +1=5 1'-0" 85.05 0. 768 7.07 0.078 ~?1--~~~--t-~-=r-c~~~~-~cr---=t--~~~cct~+~~cT~~~--t-~~~t-~~~~~~i -~.;:: 7'-0" 5'-O" 2'-3" 1'-9" 8" #5 1'-0" #5 1'-0" 92.15 0.864 8.07 0.093 ~"'-1--~~~-+~-~1--~--+~---+---~+---i~--+--+~--+----+---+----+---i ~ RE ,__7_'_-_6~'-' -+5~' --~O_"c-=2_'_-~3_"+-1_'_-~9~'_,' --~8_"+-•~5-+-1_'_-~0_"+-•~5+1_'_-_0~" ,_~9~6~, ~5_4-+~0~,~9~0~2~~8~,_0~7-+_0~, ~0~9~3. ~:n"5 8'-0" 5'-6" 2'-8" 1'-10" 8" #5 6" +>5 6" 139.04 0.962 8.13 0.095 ~ ~ ~ .-~s~'~-~6~'~' --t-5~' -_ ~6~" r-c,~, --~s~"+c1~,---1~0~,-i, --~s~"r--•~5-+--~6~"+-•~5+--6=" <c-1 ~4~4-, ~4~7--t-~1-,~o~o~oc+~s~,-1~3~-o~, ~o~9~51 ct~ :n :==9='=-=6='=' =:6==, =-==0="::2='=-=1=0=":=2='=-==2=':' =====g==,:=•=5:====6=":=•=5=:===6==,:=1 =5=6=, =9=3=:=1=,=1=3=5====8=,=4=1=:=0==, =1 =1 =o: gi~~ 10'-6" 6'-5" 3'-O" 2'-5" 9" #6 6" #5 6" 196.27 1.234 8.57 0.117 ·-~E~~~~--t-~-=C-c~~~~-~-t--~=t--~-~cct~+-~cT~~~--t-~~~t-~~~~~=i ~111111 11'-6" 7'-2" 3'-6" 2'-8" 11" #6 6" #6 6" 230.13 1.438 9.52 0.140 ~~~~~~~-+~-=r-c~~-+~~~-t-~-=+-~-~-+~+-~cT=~~-+~~~r-~~-+~~~1 ·i5,1-0 12'-6" 7'-8" 3'-9" 2'-11" 1'-O" #7 6" +>6 6" 283.41 1.592 9.74 0.157 ~g~ 1---1-3~' --6~'~' -+-8~,-_-2cl" -4~,---0~"+--3~' --2~"+-1~' ---2-,cl, -,-8-+--6-,cl, -,-6+---6~" ,_3_4_8_,_7_2-+-1-,_8_0_4-+--1-0,-0-2-+-0-, -1-86--l "' ~ "5 ~1-4~,--~6~'~' --t-8~' --~1 ~0~"1--4~' --~5~"cec3~,--~5~,-l, -1~'~--4=,t--.~9-+--~6~"+-•~6T--6=" i-c4~3~2-, ~9~4--t-~2-,~0~4~6ci--1~0~,~3~0~-0~, ~2~1 ~81 • ··~~~~1--~~-+~~~+c~---j~~~-+~-+--~+-~l---=i-c~~~1--~~c+~~~+-~~~ ' . Ill..:'-15'-6" 9'-6" 4'-10" 3'-8" 1'-6" #9 6" #7 6" 489.52 2.302 11.24 0.253 ~-->-~-~-+~-~1---~-+~-~+--~+-~-~-+--+--~-+~~~-+~~~+-~~-+~~~. F G M1 p v •4 1 ' -0 " •6 8" •4 4 •4 1 ' -0 " •4 1 ' -0 " TABLE OF TOEWALL REINFORCING Boe Size No 5po N + , I •4 •4 •4 2 . 0 N + N 1 ' -0 " 1 ' -0 " ' 1. w -4" ' I 3' -0 .1 BARS Di .. I ,C/G 90" , I ess Skew Angle 3' -0 .1 BARS D2 - 0 N + N ' y + 36" ' ~ I N + , I For Cast-in-place culverts: Ltw = [(N) (S) + <N + 1) (LJ)J +cosine-e- For P1ecast culverts: Ltw = [(N) <2 U + S) + <N -1) <0.5'JJ +cosine-e- Total Wingwal I Area (Two Wings -SF) = (2) (Hwl (LW) for Ty PW-1 = (2) (Hwl (LW) -6 SF for Ty PW-2 and Hw '.:".: 4' = (2) (Hwl (LW) -1. 5 SF for Ty PW-2 and Hw < 4' Hw Lw Ltw N SL: 1 = Height of W i ngwa I I = Length of W i ngwa I I = Cu I vert Toewa I I Length = Number of Culvert Spans = Channel Slope ratio. (Horizontal: Usual value is 2: 1 l = Culvert Skew 1 Vertical, See applicable box culvert standard for s, H, T and U va I ues. ~ - t----Ba11e I 11-f-,._O I """' 16'-0" 9'-11" 5'-O" 3'-11" 1'-7" #9 6" #I 6" 505.12 2.448 11.47 0.279 ... '-'-'--''---'-"--'-"'-'-"~-'-'-'-~"--'-'--~'--'-"-"~-'-'~'"'-~-"-""""'"-'-'-""'"--'-'-"-'-'--'-"""""' ..i:: o '-r .... !'.! ~ BARS JI BARS J2 J.i 1 e i n f --l+I-+ i.---Cu I vert BARS Jl BARS V ~·" ..0 ..i:: .!:;: b·-••• "·~ ~ 0 ... ,. E-0 g, a!! • • ·-~E b Ill ~ ~ ........ b·-0~. ·~~ -0-•o o :E ~ .E -~b ~~• • • . Ill b C( "' b c:: LI.I "' Ill Ill :i;:~eti < "' "' "' _, ..i:: ·-·-b:l 1-b :S ... .!:;: ..... Q ~· ~I , I Lw 3'-0'' Extend Bars G (Typl = N N+---Ii~.~ .=i°il _ .. t==;::i= .. t1:==1=.1t .::i~~ 1--_ _ _ _ 1--____ _ 0 ' . N PARTIAL ELEVATION -PW-1 1 2" ~ J~~G@ x v ,__.fJ~-F ' = y / 1-Const Jt Finished Grade <Roadway SI ope l , I y N 3" ' SL ~ @ =-~ 0 ' , I . N (Field \ Lw Bend as needed. G 68 o @~<';"<f""';; .. •oo;-oo;-;13""1 ~ .. ~ .. ~ .. 1 "--E""x""t""en""~-j--B-o_c_s_G_~, 8 ~fiEJ[j ---- ~' _ *-ff---J"-it--.~ ~ ,.-I~ ~o N I( PARTIAL PW-2 (i) _ -r~-, c U I S I U I I I I , I I I I ' Lw ' I i--+-·-~'-,-Limits of Culvert I /I (.__ 1 Barre I Quantities ! ! ~i-------, ~[t::=~t=":::::::;=,• =I 1====1 /// c-=+==f~ I I J2 N-J-= '='~.:.. • • ~ 0, El~ = M1-N /J' 0 -j---"*""'==--'--:,,--:!,--cf---i-~:1:::: !====:::if----!--~ ~ 2" .\f ___ ....-,.,.;/ L tw Lw ---~ ~--=~--+--~=---! Length of Wings based on SL: 1 s I ope a I ong this I i ne . N ' 8 II N ~-1r.: !"'-E 2 'I Toe of SI ope _ __,, PLAN Lw Wa I Is__... "-.--.--fiJI D 1-~~==\~. ' \___v \ 1 F -, ' F-' Wingwal I Wingwa 11 SECTION c-c ' SECTION C-C Culvert Skew --{ Culvert Skew PLAN of Culvert Quantities ' ~v ~J1 F ' ' I • s , I SECTION Toe of Slope w SECTION A-A B-B (Showing Wing Reinfl (Showing Wing Reinfl DETAILS FOR NON-SKEWED BOX CULVERTS DETAILS FOR SKEWED BOX CULVERTS (Showing 30° Skewl ® ® (i) ® ® ® ® @ @ Quantities shown ore for two Type PW-1 wings. Adjust concrete vo I ume for Type PW-2 wings. To determine estimated quantities for two wings, multiply the tabulated values by Lw. Quantities shown do not include weight of Bors D. Provide weepholes for Hw = 5'-0" and greater. Fi I I around weepho I es with coarse grove I. Extend Bors footing. Ez 1'-6'' minimum into the wingwal I Lap Bars M1 1'-6'' minimum with Bors M2. Bars G equo I I y spaced at 8" shown. Provide at least two wing. maxi mum, p I ace as pair Bors G per O" min to 5' -0" max. Estimated curb heights ore shown elsewhere in the plans. For structures with pedestrian ra i I , bi eye I e ra i I or curbs ta I I er than 1' -0", refer to ECO standard. For structures with T6 bridge rai I, refer to T6-CM standard. For structures with troff i c ro i I , other than T6, refer to RAC standard. For vehicle safety, the fol lowing requirements must be met: -For structures without bridge roi I, curbs cannot project more than 3" above finished grade . -For structures with bridge roi I, bui Id curbs flush with finished grade . Reduce curb heights, if necessary, to meet the above requirements. No changes w i I I be made 1 n quont it i es and no odd it i ono I compensot ion w i I I be a I I owed for this work. 1'-0'' typical. 2'-0'' typical when RAC standard is referenced elsewhere 1n the plans. 3'-0'' for Hw < 4'. 6 11 for Hw < 4'. GENERAL NOTES• Designed 1n accordance with AASHTO LRFD Bridge Design Specifications. Provide Class ''C'' Concrete (f'c = 3,600 psi Min) and Grade 60 reinforcing steel. Provide 1 1/4 11 Min c I ear cover to reinforcing stee I. Depth of toewa I I s fol w i ngwa I I s and cu I ve1ts may be 1educed 01 eliminated when founded on sol id 1ock, when di1ected by the Engineer-. See BCS sheet fol w i ngwa I I type and add it i ona I dimensions and info1mation. The quantities fol conc1ete and 1einfo1cing steel 1esulting f1om the fo1mulas given on this sheet a1e fol the Cont1acto1 1 s info1mation only. DESIGNER NOTES: Type PW-1 can be used fol a I I opp I i cat i ans and must be used if 10 i I i ng is to be mounted to the w i ngwa I I . Type PW-2 can only be used fol applications without a 1a i I i ng mounted to the w i ngwa I I . ........ I -.rs Department of »ansportatlon =.. Sfandanl CONCRETE WINGWALLS WITH PARALLEL WINGS FOR BOX CULVERTS TYPES PW-1 AND PW-2 F11.E: pwstde01.dgn ©rrD(JT February 2010 REVIS/DRS 11-10: Reinforcing auantllles. 01-12: Plf-1 & PW-2. DN: GAF COliT SECT PW cc: CAT IDW: TrD(JT lcK: GAF JOB HIGHWAY COUliTY SHEET NO. ASS AND WELSH ENGINEERING TX REGISTRATION NO. F-52, 3054 S. ALA.MEDA STREET CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., TX TXDOT CONCRETE WINGWALLS W/PARALLEL WINGS FOR BOX CULVERTS, PW-1 & PW-2 DWN. PLOT SCALE: SCALE (H): CHK. N_ WELSH SCALE (V): DATE PLOTTED 1" = 60' AS SHOWN AS SHOWN 02/18/20 PARALLEL COM. NO. WINGWALLS JOB NO. 18068 SHEET .d1__ OF JJ c---End of Rail for Payment 2'-8 ~" 1ou Min -1'-6u Max 10'-0" Max Post Spa (J) c----Face of Abutment Backwa/J 10'-0" Usual and Max Post Spacing EndM;~ HSS i~ ---14® ' ! , i IO" Min i\ ~ I® i ~I turn-downs are omitted i Exp Joint or I : I 12" Max 60° I (use Rail Cap~) ~-c==~. '==-______ s_p_l_ic_e_J_o_in_•_-_-_-_~~!-:_-:_-:_-:_-:_-:_-:_-:_-:_~, -,-~'• ------------~G'----\i----'!----'-----,, ! ,,.,~--~-:::.---r ll--------------t;,---~'··1'1L'-~-J-t,-----------------~,----t, ------~ Concentric I /, ,,,, ;:-~·==~==============;====],:. CD.,=:;=================r===:,j:=====:;=::::i Curves 2'.J--t-J,i!;., //':,C///~ ,,,~,;._; II II ,--, HSS ends-~ open 4" I ;' ' '1 ~----II II ' ' II I II ; I • I ,--, ' ' ' • ~ /""': 1:1 -~-Bars U at 12"(Max) --+---+---! 1---t---+--Bars V at 12''(Max) --- 7 f;," f1 3 Spa I lat6!,j" II s· ' . . • • . • . . . . ' . . . . . • • . . . • • AT ABUTMENTS I' O" Min - 10" -Nomi nal • • f> ' • . . . . ' ' .. ROADWAY ELEVATION OF RAIL ... ... @@ 6" 6" @J@ I ' ' .. . ' ' ' . •• ® ' ' . . ' ' --Exp Joint or Splice Joint as required I Min , i' 110"Min , I I , , I I 12" Max ' I ' , '· ' 1; I __ J I " '" " ' ' . ' II ' ,. . , ' '' ' : II ' . , ' . ' • II ,..--Bars R ' . . . Bars V at 1Z' (Max) . . . I ' ' . ' i---'i.. Intermediate Wall Joint® ' I ](f' Min : 0 I ' I II : ' ' II I ' ' ' Iii· ® I . . .. If forming material is ' left ith in place, plug bottom 6" no w 'ng Cone or slab joint seal1 compound.@) II II :-.---'i. Splice Joint I ' 10'' Min i 12" Max l __ I, I ' , ' ... I ' ' . . , . ., ' ' ' , . ., ' ' . . ' . . . . t ·; · . ·l_.'I_ AT SLAB EXP JTS AT INTERMEDIATE WALL JOINTS AT SPLICE JOINTS CONSTRUCT/ON NOTES: Panel lengths of railing must be attached to a minimum of three posts except on abutment wingwalls. Face of rail, posts and parapet must be vertical transversely unless otherwise approved. Raif posts must be perpendicular to top of adjacent concrete parapet grade. Use Type VIII epoxy mortar under post base plates if gaps larger than Vi 6" exist. For curved railing applications, fabricate the HSS rail to the radius when the radius is 600' or less. Submit shop drawings for approval when tubes are required to be fabricated to a radius. Shop drawings must be submitted to the Engineer for approval. 1" R ~-----~-Face of Rail 1 ~-Sleeve Members--. Round or chamfer exposed edges of HSS rail and HSS rail posts to approximately Vi-6" by grinding. • -' - { 1~6" Dia Holes Typ \- Base PL ..... J,j x 5 x 0'-6 J,j" e 0. (ryp) 2 -%"Dia x 1ou A307 Bolts with one hex nut and washer each 8 '-'-Top of Slab or Sdwlk ON BRIDGE SLAB ' ( • • -• • • 1 J,j" • • (ryp) • 2 J,j" • #4 ' • at • -~ • • • • • • • ' . . 0 ' • • • -. . • • • • • • • • • . ' . . ' ' ON ABUT WING OR C/P RETAINING WALL SECTIONS THRU RAIL 5" 1 ~" Outside Face of parapet BASE PLATE DETAIL Roadway Face of parapet OPTIONAL U BOLT Bars U 2"(Max) 1 -------.---------------------,--------------------- ' ' ' ' ' ' ' c-------------------------------------------------- 1-::::::::::::::: __ ::::~------ ' ' ' ' ' ' -______________________ , ----------------------------- ~--~" Dia Pin (Driving • "' (ryp) Fit) or welded Jug----~ AT SPLICE OR EXP JTS SECTION A-A PIPE SPLICE DETAIL CD Min of 2 posts required on wingwall. 0 Portion of railing with turn-downs to be used or omitted as indicated on Bridge Layout. ® Provide at all interior bents without slab expansion joints. Location independent of HSS rail splices. @ Material used in forming joint may be left in place if it is compressible and light in color such as the following materials: polystyrene, molded cork granules, sponge rubber sheet, etc. I 'ii t----PL ~6 ' I r *a" Dia Drain Hole MATERIAL NOTES: Provide ASTM-A500 Grade B, A1085 or A53 Grade B for all HSS. Provide ASTM-A36 for post and plates. Galvanize afl steel components unless otherwise shown. Anchor bolts must be o/s" Dia ASTM A307 Grade A bolts (or A36 threaded rods with one tack welded hex nut each) with one hex nut and one hardened steel washer at each bolt. Threaded rods may be 0.557" minimum diameter with rolled threads. Nuts must conform to A563 requirements . Provide Class "C" concrete. Provide Class "C" (HPCJ if required elsewhere . Epoxy coat all reinforcing if slab bars are epoxy coated. Provide Grade 60 reinforcing steel . Deformed Welded Wire Reinforcement (WWRJ (ASTM A1064) of equal size and spacing may be substituted for Bars U, and V unless noted otherwise. Provide bar laps, where required, as follows: GENERAL NOTES: Uncoated -#4 = 1'-5" Epoxy coated -#4 = 2'-1" Designed according to AASHTO LRFD Specifications. Do not use this railing on bridges with expansion joints providing more than 5" movement . Raif anchorage details shown on this standard may require modification for select structure types. See appropriate details elsewhere in plans for these modifications. For all rails, submit erection drawings showing section lengths, splice locations, rail post spacing and anchor bolt setting for approval . Average weight of railing: 102 pit -Cone (with no Overlay) 23 pit -Steel Cover dimensions are clear dimensions, unless noted otherwise. Reinforcing bar dimensions shown are out-to-out of bar. ® Same as Slab opening ® ~" Min -f;," Max RAIL CAP DETAIL 0 10" Min -1'-6" Max if turn-downs are omitted. ® Top longitudinal slab bar may be adjusted laterally 3" plus or minus to tie rail reinforcing. ® One shop splice per panel is permitted (with minimum 85 percent penetration). The weld may be square groove or single vee groove. Grind smooth. @ HSS 2.375 x 0.154 @ HSS 3.500 x 0.216 @ HSS 1.900 x 0.145 @ HSS 2.875 x 0.203 ](f' BARS V (#4) BARS U (#4) .......... I 11uras Department of »ansportatlon =.. Sfandanl PEDESTRIAN RAIL TYPE PR2 FILE: rlstd029.dgn DN: TxD()T CC: TxOOT IN: !TR cc: TXD()T ©rxDOT July 2014 CQliT SECT JOB HIGHWAY REV/5/DNS Cl1UliTY SHEE'T Nil. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. BASS AND WELSH ENGINEERING TX REGISTRATION NO. F-52, 3054 S. ALAMEDA STREET CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT I CORPUS CHRISTI, NUECES CO., TX TXDDT PEDESTRIAN RAIL, TYPE PR-2 PLOT SCALE: SCALE (H): SCALE 0/): DATE PLOTIEO ,. = 60' AS SHOWN AS SHOWN 02/lB/20 COM. NO. TXDOT PR.DWG JOB NO. 1B06B SHEET 32 OF 33 Bors B Top & Bors F2 Bors C -Top Slob Bottom S l ob Bars D Bot tom S I ob~:-----. Bars H ~----J""'I''/ Bors E Bors K Bors Bors ~ ~\ -- Fl- F 2 - --- ----> > > - Top Slob Bo tt a m I S ob ~ I I I -----j -- I ' I ' ' I I ' I ' I ' -"I L imi end I Sk --- ~\ ' Bors Bors ts of skewed section@ ew Cu l vert C -Top Slob D -Bottom Slo b CSJWhen the spacing be tween Bors B becomes less than half of the normal spacing, bars shal I be cut to ovoid fouling @The length of Bors B and E wi I vary in the skewed end sec t ions @ [One half o f overol I w idth] x [Ton of th e skew angle] @Bars F 1 and F z sho I I be continuous through th e ong I e section . They shal I be bent t o remain para I lel to the wo I Is of the Box Cu I vert. @When necessary to ova id fou I i ng in acute corners, the slob ex t ension leg of Bors C and Bars D may be shortened to a minimum o f 1' -6'' for skews of 30° and 45°. (f) For s kews af 15° or I ess, the contractor hos the option o f placing Bo r s B, C and D parol lel to the skewed end while maintaining spacing along center I i ne box. L engths of Bars B shown on the standards sho I I be i ncreosed to accommodate the s kew. ------'Ti I t Bar OS to maintain K Bors C -Top Slob Bars D -Bottom Slob~--__ necessary cover Bors E Bars B Bottom -Top & S l ob Bars F2 -~ "" ' ~· Fl -Bors Bo r s F2 - ------- --- Tap Slob Bottom Slob - e----L imi ts of skewed end section@ I I -----~11-11 ¥ I @<Ty pl • I I ~ I ;Yr ll Cu l v I _ _L_ -·- ert / I \ I I 4; I / Bars c Top S l ab -/ Bars D -Bottom S l ob / :fr skew WALLS AND CURB SLAB Bors WALLS AND CURB SLAB PLAN OF SKEWED ENDS ~ FROM 0° TO 1 5° (f) PLAN OF SKEWED ENDS -OVER 30° TO 45° Ti I t Bar OS necessary to maintain cover Bars H ~-Bors K Bars B -Top & Bors F2 Bors C -Top Slab Bottom S l ob Bors D -Bottom SI ab ""'--.._ Bors E WALLS AND CURB -- \ \ Fl-Bors Bars F2 - ~ ---r r -- ----- Top Slab Bottom S l ab SLAB PLAN OF SKEWED ENDS -OVER 15° /\~~~its o f '__~le Section® ( Limits of skewed I end section Q) I ' t-1 1/ -----I I I @ <Typl ' 11 'l I I I I A--------- ril Culver t I '.i . \ I -/ I Bors c Top S I -. / Bars D -Bottom ' Skew -i/ TO 30° l---L i m its i of Ang l e Section®~- ab S l ob Bors F2@ Bors B -Top Leng t h of extension Existing Bax Cu l vert LENGTHENING DETAIL 0 ,_,__ ____ Limits of Ang l e Section@ / / / Bars B -Top I -- & Bottom s 1 ab ----jfirfr&~ff-~110]-iJ:f.#i 1-ffl_fiT_JJi-- Bors B -Tap & Bottom SI ob --+!t11=t!:J:tiMf1/m'1f-& Bottom S l ob ---+-+--+---1-1· I Bors F 1 Bors F 2 1 [-trtrrlr-Ji:'"t"'/ltl!/l--.f-/i7_t7f//htrJ~~-Bars C -Top S I ob Bors D -Bottom Slob !HrHHICH--4-J! '.j_ '/) 1Hl-HH 1 11NJU I~ ,..,,_' -DJ/) . I > ---/_ I .. Tap S l'~o~b~!;;;l!;;il~~l[.~lfl:-~-, Bottom S l ob 51-----__,. PLAN ANGLE SECTION OF FROM oo TO 15° - Bors Bars Bars C -Tap S l ab Bars D -Bottom S l ob Top Slob Bors Bors F 1 - F 2 -Bottom Slob 5 1---__,. Bors Bars c Top Slab Bottom Slab ANGLE SECTION PLAN OF OVER 15° TO 30° ~ PLAN OF ANGLE OVER 30° D - SECTION TO 45° ~ 0 For box culverts with l ess than 2' -0" of fi 11, the tap slab sha l I be broken back t o provide a minimum I' -10 '' lap of the existing longitudinal bars with the l ongitudinal bars in the extension. If the depth of fil l is 2'-0" or greater, the top slob shol I be broken boc k to provide a 1' -0" minimum embedment of existing longitudinal reinforcing in t o t he ex t ension . Alternatively, if the f i 1 1 height is greater than 2' -0", t he existing curb may be l eft in p l ace and 2' -0" long #6 bars sha l I be dri I led and grouted I '-0'' into the exis t ing top slab at 1' -6'' center to center spacing. Wings and apron shal I be bro ken bock as necessary to instol I th e ex t ension. Exposed wingwo l I and apron reinforcing may be removed or cleaned and inc l uded in the e xt ension . When lengthening existing box culver t s with dimensions differen t than current standard dimensions, horizontal and ver t ical t ransi t ions shal I be for med as directed by the Engineer . Bottom s I obs sho I I match t o mo i nta in an uninterrupted f I ow I i ne. Exis t i ng and new reinforc ing sho I I be f i e Id bent in t o t ransi t ion maintaining specified cover requirements . GENERAL NOTES: Designed according to AASHTO LR FD Specifications . A I I reinforcing stee I sha I I be Grade 60. A I I concrete sha I I be CI ass "C" w i th these except i ans: use C l oss ''S'' for top s l obs o f culverts with overlay, w i th 1 -t o -2 course surface treatment, or with t he top s l ob as the final riding surface. C I ass "C " concrete sho I I hove a m 1n1 mum compressive streng t h of 3, 600 psi. CI ass "S" concrete sho I I hove a mini mu m compressive strength af 4,000 psi. The use of permanent forms is not al lowed. Refer to Sing l e Box Cu l verts Cast -in -Place standard for detai I s of straight sections of cu l vert . For skewed sections and angle sections refer to Single Box Culverts Cost-in-P l ace standard for slob and wa l I dimensions, bar sizes, maxi mum bar spacing, and any o t her detai Is no t shown. For Skewed ends with curbs, adjust length of Bors H, number o f Bors K, curb concrete volume and re i nforcing steel weight by dividing the values shown on the cu l vert standards by the cosine of t he skew ang l e . Lops for Bors H, when required, shol I be 1' -9" for uncoated bars and 2'-7'' for epoxy coated. HL93 LOADING ~@ I Texas Department of Transportation Bridge Division Standard FILE: SINGLE BOX CULVERTS CAST-IN-PLACE MISCELLANEOUS DETAILS SCC-MD scc md ste.d gn DN; GAF cK LMW ow BWH/TxDOT cK.-GAF February 2010 CONT SECT JOB HIGHWAY REVISIONS DIST COUNTY SHEET NO . THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. BASS & WELSH ENGINEERING DWN. CHK. TX SURVEY REG. NO 1 00027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CD RP US CHRIST L NUECES CD. , TX TX DDT PLACE, SINGLE BOX CULVERTS, CAST IN MI SCELLANEDUS DETAILS, SCC-MD PLOT SCALE: 1' =6D' SCALE (H): ~SA~M~E __ SCALE (V): ~ND~N~E __ COM. NO. TXDOT-SBC JOB NO. 18068 DATE PLOTTED 02/18/20 SHEET __1l OF ______3_L NIXON M. W ELSH, P.E., R.P.L.S. Email: NixMW@aol.com BASS WELSH ENGINEERING TX Registration No. F-52 Survey Registration No. 100027-00 P.O. Box 6397 Corpus Christi, TX 78466-6397 3054 S. Alameda St. 18068-PCE-16" 03/30/2020 WATER ITEMS QUANTITY UNIT UNIT PRICE AMOUNT 1 16" PVC PIPE 5665 LF 110.00 623,150.00 2 16" TAPPING SADDLE & 16" TAPPING GATE VALVE W/BOX 2 EA 7,500.00 15,000.00 3 16" TEE 23 EA 1,500.00 34,500.00 4 16" GATE VALVE W/BOX 12 EA 9,000.00 108,000.00 5 16" CROSS 3 EA 1,900.00 5,700.00 6 16" EL, ANY ANGLE 21 EA 1,100.00 23,100.00 7 16" X 12" REDUCER 1 EA 1,500.00 1,500.00 8 DEWATERING FOR 16" PVC PIPE 1150 LF 40.00 46,000.00 9 TRENCH SAFETY FOR 12" & 16" PIPES 6041 LF 10.00 60,410.00 10 12" GATE VALVE W/BOX 2 EA 2,200.00 4,400.00 11 12" TEE 5 EA 600.00 3,000.00 12 12" PVC PIPE 376 LF 62.00 23,312.00 13 12" CAP TAPPED FOR 2"1 EA 450.00 450.00 14 AIR RELEASE AND VACUUM VALVE IN FG MH 2 EA 8,500.00 17,000.00 15 FIRE HYDRANT ASSEMBLY 17 EA 3,500.00 59,500.00 16 6" X 30" PVC PIPE NIPPLE 54 EA 150.00 8,100.00 17 6" 90° EL 17 EA 400.00 6,800.00 18 6" GATE VALVE W/BOX 17 EA 1,000.00 17,000.00 19 UTILITY EASEMENT 1 LS 35,000.00 35,000.00 SUBTOTAL 1,091,922.00 7.5% ENGINEERING, SURVEYING & TESTING 81,894.15 SUBTOTAL $1,173,816.15 LESS WATER DISTRIBUTION AREAGE FEE (COMMERCIAL LOTS)-112,299.56 LESS WATER DISTRIBUTION AREAGE FEE (RESIDENTIAL LOTS)-33,390.36 TOTAL AMMOUNT REIMBURSABLE $1,028,126.23 KING'S LANDING UNIT 1 PRELIMINARY COST ESTIMATE 12" & 16" GRID MAIN WATER IMPROVEMENTS REIMBURSABLE BY CITY Page 1 of 1 Exhibit 4 INSURANCE REQUIREMENTS I. CONTRACTOR’S LIABILITY INSURANCE A. Contractor shall not commence work under this agreement until all insurance required herein has been obtained and approved by the City's Risk Manager or designee. Contractor must not allow any subcontractor to commence work until all similar insurance required of the subcontractor has been so obtained. B. Contractor shall furnish to the Risk Manager or designee two (2) copies of Certificates of Insurance, with applicable policy endorsements showing the following minimum coverage by an insurance company(s) acceptable to the Risk Manager or designee. The City must be listed as an additional insured for the General Liability policy and Business Auto Liability policy, and a waiver of subrogation is required on all applicable policies. TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE 30-Day Notice of Cancellation required on all certificates or by policy endorsement(s) Bodily injury and Property Damage Per Occurrence / aggregate COMMERCIAL GENERAL LIABILITY 1. Broad Form 2.Premises – Operations 3. Products/Completed Operations Hazard 4.Contractual Liability 5. Broad Form Property Damage 6. Independent Contractors 7. Personal and Advertising Injury 8.Professional Liability (if applicable) 9. Underground Hazard (if applicable) 10.Environmental (if applicable) $1,000,000 Per Occurrence $2,000,000 Aggregate BUSINESS AUTOMOBILE LIABILITY 1.Owned 2.Hired & Non-owned 3.Rented & Leased $1,000,000 Combined Single Limit WORKERS’ COMPENSATION (for paid employees) EMPLOYER’S LIABILITY Which Complies With The Texas Workers’ Compensation Act And Paragraph II Of This Exhibit. $500,000 / $500,000 / $500,000 PROPERTY INSURANCE Contractor shall be responsible for insuring all owned, rented, or leased personal property for all perils. C. In the event of accidents of any kind related to this project, Contractor shall furnish the Risk Manager with copies of all reports of such accidents within ten (10) days of the accident. Exhibit 4 Page 1 of 3 II.ADDITIONAL REQUIREMENTS A. Contractor must obtain workers’ compensation coverage through a licensed insurance company in accordance with Texas law. The contract for coverage must be written on a policy and endorsements approved by the Texas Department of Insurance. The coverage provided must be in amounts sufficient to assure that all workers’ compensation obligations incurred will be promptly met. An “All States endorsement shall be included for Companies not domiciled in Texas. B. Contractor shall obtain and maintain in full force and effect for the duration of this Contract, and any extension hereof, at Contractor's sole expense, insurance coverage written on an occurrence basis, by companies authorized and admitted to do business in the State of Texas and with an A.M. Best's rating of no less than A- VII. C. Contractor shall be required to submit replacement certificate of insurance to City at the address provided below within 10 days of the requested change. Contractor shall pay any costs incurred resulting from said changes. All notices under this Article shall be given to City at the following address: City of Corpus Christi Attn: Risk Management P.O. Box 9277 Corpus Christi, TX 78469-9277 D. Contractor agrees that with respect to the above required insurance, all insurance policies are to contain or be endorsed to contain the following required provisions: •List the City and its officers, officials, employees, volunteers, and elected representatives as additional insured by endorsement, or comparable policy language, as respects to operations, completed operations and activities of, or on behalf of, the named insured performed under contract with the City. •The "other insurance" clause shall not apply to the City of Corpus Christi where the City is an additional insured shown on the policy; •Workers' compensation and employers' liability policies will provide a waiver of subrogation in favor of the City; and •Provide thirty (30) calendar days advance written notice directly to City of any suspension, cancellation, non-renewal or material change in coverage, and not less than ten (10) calendar days advance written notice for nonpayment of premium. E. City shall have the option to suspend Contractor's performance should there be a lapse in coverage at any time during this contract. Failure to provide and to maintain the required insurance shall constitute a material breach of this contract. F. In addition to any other remedies the City may have upon Contractor's failure to provide and maintain any insurance or policy endorsements to the extent and within the time herein required, the City shall have the right to order Contractor to stop work hereunder, and/or withhold any payment(s) which become due to Contractor hereunder until Contractor demonstrates compliance with the requirements hereof. Exhibit 4 Page 2 of 3 G. Nothing herein contained shall be construed as limiting in any way the extent to which Contractor may be held responsible for payments of damages to persons or property resulting from Contractor's or its subcontractor’s performance of the work covered under this agreement. H. It is agreed that Contractor's insurance shall be deemed primary and non-contributory with respect to any insurance or self insurance carried by the City of Corpus Christi for liability arising out of operations and completed operations and activities under this agreement. I. It is understood and agreed that the insurance required is in addition to and separate from any other obligation contained in this agreement. Exhibit 4 Page 3 of 3 WATER ARTERIAL TRANSMISSION AND GRID MAIN CONSTRUCTION AND REIMBURSEMENT AGREEMENT ST A TE OF TEXAS § § COUNTY OF NUECES § This Water Arterial Transmission and Grid Main Reimbursement Agreement ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipality, and MPM Development, LP, ("Developer/Owner"), a Texas Limited Partnership. WHEREAS, the Developer/Owner, in compliance with the City's Unified Development Code ("UDC"), has a plat, approved by the Planning Commission on October 16, 2019 to develop a tract of land, to wit: approximately 446.408 acres known as Kings Landing, Corpus Christi Texas as shown in the attached Exhibit 1, the content of such exhibit being incorporated by reference into this Agreement; WHEREAS, under the UDC, the Developer/Owner is responsible for construction of the Arterial Transmission and Grid main extension ("Grid Main Extension"); WHEREAS, it is in the best interests of the City to have the Grid Main Extension on be constructed to its ultimate capacity under the City's applicable Master Plan; WHEREAS, Section 8.5.1.C. of the UDC authorizes the acceptance of applications to be eligible for reimbursement in the future when certain funds become fully available in the Arterial Transmission and Grid Main Line Trust Fund and are appropriated by the City Council; WHEREAS, Developer/Owner has submitted an application for reimbursement of the costs of extending a Grid Main Extension_as shown in Exhibit 2, the content of such exhibit being incorporated by reference into this Agreement; WHEREAS, Developer/Owner is contracting with City pursuant to a Participation Agreement for oversizing required for the Water System in the amount of $874,000. NOW, THEREFORE, in consideration of the mutual promises and covenants contained in this Agreement, the parties do covenant and agree as follows: 1. TRUSTEE LIABILITY. The City is executing this agreement as trustee of the Water Trust Fund pursuant to UDC §8.5. The City is acting as trustee to further its governmental functions of providing water and sewer service. Texas Constitution Article 11, Section 3 prohibits the City from becoming a subscriber to the capital of any private corporation or association, or make any appropriation or donation to the same, or in anywise loan its credit. As such, the City's participation as Trustee does not create a loan of its credit. Execution of this agreement constitutes a promise to pay only to the extent that the assets and future assets of the trust are sufficient for such purpose and it is expressly agreed that any judgment will only be satisfied out of the assets of the trust and not out of the City's assets. The City is excluded from personal liability. 2. REQUIRED CONSTRUCTION Developer/Owner shall construct the Grid Main Extension in compliance with the City's UDC, the City's Infrastructure Design Manual, and all local, state and federal laws, codes and regulations, in accordance with the plans and specifications submitted to the City's Development Services Department and reviewed and approved by the City's Development Services Engineer. 3. PLANS AND SPECIFICATIONS a. Developer/Owner shall contract with a professional engineer licensed in the State of Texas and acceptable to the City's Development Services Engineer to prepare and seal plans and specifications for the Grid Main Extension, as shown in the attached Exhibit 3, the content of such exhibit being incorporated by reference into this Agreement, with the following minimum requirements: 1 16° PVC PIPE 5665 LF 2 16" TAPPING SADDLE & 16" TAPPING GATE VALVE W/BOX 2 EA 3 16" TEE 23 EA 4 16" GATE VALVE WfBOX 12 EA 5 16" CROSS 3 EA 6 15" EL, .ANY ANGLE 21 EA 7 16" X 12" REDUCER l EA 8 DEWATERING FOR 16" Pl/C PIPE 1150 LF 9 TRENCH SAFETY FOR 12" & 16" PlPES 6041 LF 10 12" GATf VALVE W/BOX 2 EA 11 12" TEE 5 EA 12 12" PVC PIPE 376 LF l3 1:.2" CAP TAPPED FOR 2" 1 EA 14 AIR RELEASE AND VACUUM VALVE IN FG r~~H 2 EA 15 FIRE flYDMNT A~SEMBLY 17 EA 16 6" X 30" PVC PIPE NIPPLE 54 EA 17 6" 90~ EL 17 EA 18 6" GATE VALVE W/BOX 17 EA 19 UTILITY EASEMENT 1 LS b. The plan must be in compliance with the City's master plans. c. The plans and specifications must comply with City Water Distribution Standards and Standard Specifications. d. Before the Developer/Owner starts construction the plans and specification must be approved by the City's Development Services Engineer. 4. SITE IMPROVEMENTS Prior to the start of construction of the Grid Main Extension, Developer/Owner shall acquire and dedicate to the City the required additional utility easements "Easements", if necessary, for the completion of the Grid Main Extension. If any of the property needed for the Easements is owned by a third party and Developer/Owner is unable to acquire the Easements through reasonable efforts, then the City may use its powers of eminent domain to acquire the Easements. Developer will be responsible for cost of acquisition, payable from the reimbursement agreed to in this agreement. 5. PLATTING FEES Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 2of11 Developer/Owner shall pay to the City of Corpus Christi the required acreage fees and pro-rata fees as required by the UDC. 6. DEVELOPER/OWNER AWARD CONTRACT FOR IMPROVEMENTS Developer/Owner shall award a contract and complete the improvements to Grid Main Extension, under the approved plans and specifications, by within 18 months of the approval of this Agreement by City Council. 7. TIME IS OF THE ESSENCE Time is of the essence in the performance of this contract. 8. PROMPT AND GOOD FAITH ACTIONS The parties shall act promptly and in good faith in performing their duties or obligations under this Agreement. If this Agreement calls for review or inspections by the City, then the City's reviews or inspections must be completed thoroughly and promptly. 9. DEFAULT The following events shall constitute default: a. Developer/Owner fails to engage a professional engineer for the preparation of plans and specifications by the 1 oth calendar day after the date of approval by City Council. b. Developer/Owner's professional engineer fails to submit the plans and specifications to the City's Director of Engineering Services by the 40th calendar day after the date of approval by City Council. c. Developer/Owner fails to award a contract for the construction of the project, according to the approved plans and specifications, by the 70th calendar day after the date of approval by City Council. d. Developer/Owner's contractor does not reasonably pursue construction of the project under the approved plans and specifications. e. Developer/Owner's contractor fails to complete construction of the project, under the approved plans and specifications, on or before within 18 months of the approval of this Agreement by City Council. f. Either the City or Developer/Owner otherwise fails to comply with its duties and obligations under this Agreement. 10. NOTICE AND CURE a. In the event of a default by either party under this Agreement, the non-defaulting party shall deliver notice of the default, in writing, to the defaulting party stating, in detail the nature of the default and the requirements to cure such default. b. After delivery of the default notice, the defaulting party has 15 business days from the delivery of the default notice ("Cure Period") to cure the default. Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 3 of 11 c. In the event the default is not cured by the defaulting party within the Cure Period, then the non-defaulting party may pursue its remedies in this section. d. Should Developer/Owner fail to perform any obligation or duty of this Agreement, the City shall give notice to Developer/Owner, at the address stated in section 12, of the need to perform the obligation or duty, and should Developer/Owner fail to perform the required obligation or duty within 15 days of receipt of the notice, the City may perform the obligation or duty, charging the cost of such performance to Developer/Owner by reducing the reimbursement amount due Developer/Owner. e. In the event of an uncured default by the Developer/Owner, after the appropriate notice and cure period, the City has all its common Jaw remedies and the City may: 1. Terminate this Agreement after the required notice and opportunity to cure the default; 2. Refuse to record a related plat or issue any certificate of occupancy for any structure to be served by the project; and/or 3. Perform any obligation or duty of the Developer/Owner under this agreement and charge the cost of such performance to Developer/Owner. Developer/Owner shall pay to City the reasonable and necessary cost of the performance within 30 days from the date Developer/Owner receives notice of the cost of performance. In the event that Developer/Owner pays the City under the preceding sentence, and is not otherwise in default under this Agreement, then the Agreement shall be considered in effect and no longer in default. f. In the event of an uncured default by the City after the appropriate notice and cure period, the Developer/Owner has all its remedies at law or equity for such default. 11. FORCE MAJEURE a. The term "force majeure" as employed in this Agreement means and refers to acts of God; strikes, lockouts, or other industrial disturbances; acts of public enemies; insurrections; riots; epidemic; landslides; lightning; earthquakes; fires; hurricanes; storms; floods; washouts; droughts; arrests; civil disturbances; explosions; or other causes not reasonably within the control of the party claiming the inability. b. If, by reason of force majeure, either party is rendered wholly or partially unable to carry out its obligations under this Agreement, then the party shall give written notice of the full particulars of the force majeure to the other party within ten (10) business days after the occurrence or waive the right to claim it as a justifiable reason for delay. The obligations of the party giving the required notice, to the extent affected by the force majeure, are suspended during the continuance of the inability claimed, but for no longer period, and the party shall endeavor to remove or overcome such inability with all reasonable dispatch. Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 4of11 12. NOTICES a. Any notice or other communication required or permitted to be given under this Agreement must be given to the other Party in writing at the following address: 1. If to the Developer/Owner: MPM Development Attn: Moses Mostaghasi PO Box 331308 Corpus Christi, Texas 78463 2. If to the City: City of Corpus Christi Attn: Director, Development Services Department 2406 Leopard Street 78401 P. 0. Box 9277 Corpus Christi, Texas 78469-9277 with a copy to: City of Corpus Christi Attn: Assistant City Manager, Business Support Services 1201 Leo pa rd Street 78401 P. 0. Box 9277 Corpus Christi, Texas 78469-9277 b. Notice required by the paragraph may be by United States Postal Service, First Class Mail, Certified, Return Receipt Requested, postage prepaid; by a commercial delivery service that provides proof of delivery, delivery prepaid; or by personal delivery. c. Either party may change of address for notices by giving notice of the change under the provisions of this section. 13. THIRD-PARTY BENEFICIARY Developer/Owner's contracts with the professional engineer for the preparation of the plans and specifications for the construction of the project, contracts for testing services, and with the contractor for the construction of the project must provide that the City is a third-party beneficiary of each contract. 14. PERFORMANCE AND PAYMENT BONDS Developer/Owner shall, before beginning the work that is the subject of this Agreement, furnish a performance bond if the contract is in excess of $100,000 and a payment bond if the contract is in excess of $50,000. Bonds furnished must meet the requirements of Texas Insurance Code 3503, Texas Government Code 2253, and all other applicable laws and regulations. The performance or payment bond must name the City as an obligee. If the Developer/Owner is not an obliger, then Developer/Owner shall be named Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 5of11 as a joint obligee. The bond must clearly and prominently display on the bond or on an attachment to the bond: (1) the name, mailing address, physical address, and telephone number, including the area code, of the surety company to which any notice of claim should be sent; or (2) the toll-free telephone number maintained by the Texas Department of Insurance under Subchapter B, Chapter 521, Insurance Code, and a statement that the address of the surety company to which any notice of claim should be sent may be obtained from the Texas Department of Insurance by calling the toll- free telephone number. 15. WARRANTY Developer/Owner shall fully warranty the workmanship of and function of the Grid Main Extension and the construction thereof for a period of one year from and after the date of acceptance of the facilities by the City's Director of Engineering Services. 16. REIMBURSEMENT a. The cost for the Grid Main Extension less $145,689.92 loUacreage fee credit and $87 4,000 for participation agreement is $154, 126.23. Subject to the conditions for reimbursement from the Water Arterial Transmission and Grid Main Trust Fund and the appropriation of funds, the City will reimburse the developer the reasonable actual cost of the Grid Main Extension up to an amount not to exceed $154, 126.23 as shown in the attached Exhibit 4, the contents of such exhibit being incorporated by reference into this Agreement. b. Subject to the conditions for reimbursement from the Water Arterial Transmission and Grid Main Trust Fund and the appropriation of funds, the City agrees to reimburse the Developer/Owner on a monthly basis upon invoicing for work performed. The submitted invoice shall be deemed administratively complete by the City prior to payment. The reimbursement will be made no later than 30-days from the date of the City's administrative approval of the invoice. Developer/Owner shall submit all required performance bonds and proof of required insurance under the provisions of this Agreement as detailed in Exhibit 5. c. Cost-supporting documentation to be submitted shall include: 1 . Summary of Costs and Work Performed Form provided by the Development Services Department 2. Contractor and professional services invoices detailing work performed 3. The first reimbursement request requires submittal of invoices for work performed. Future disbursements shall provide evidence of payment by the developer/owner through a cancelled check or bank ACH for the previous submittal. The final reimbursement request shall require evidence that all invoices to date have been paid. d. To be eligible for reimbursement, the work constructed in a good and workmanlike manner, and must have been inspected and accepted by the City. The City agrees to conduct periodic inspections and approve the progress of the work at key points during construction. Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 6of11 The final 5% of the total contract reimbursement amount will be held as retainage until such time the City issues acceptance of public infrastructure in accordance with Unified Development Code. e. In the event that this Agreement is terminated by the City at a time when there has been a partial completion and partial payment for the improvements, then the City shall only reimburse Developer/Owner for its costs that were legitimately incurred towards the completion of the improvements that have been inspected and accepted by the City up to the time that there is an uncured default by the Developer/Owner. 17. PAYMENTS. CREDITS AND DEFERRED REIMBURSEMENT. All payments, credits, priority of reimbursement, and deferred reimbursement shall be made in accordance with UDC §8.5. Developer/Owner understands and agrees that if funds are not available in the Water Arterial Transmission and Grid Main Trust Fund, that reimbursement will not be made until such funds are available, appropriated, and this Agreement has priority per UDC §8.5.1. C. 18. INDEMNIFICATION Developer/Owner covenants to fully indemnify, save and hold harmless the City of Corpus Christi, its officers, employees, and agents, ("indemnitees") against any and all liability, damage, loss, claims, demands suits and causes of action of any nature whatsoever asserted against or recovered from city on account of injury or damage to person including, without limitation on the foregoing, workers compensation and death claims, or property loss or damage of any other kind whatsoever, to the extent any injury, damage, or loss may be incident to, arise out of, be caused by, or be in any way connected with, either proximately or remotely, wholly or in part, the Developer/Owner's failure to comply with its obligations under this agreement or to provide city water service to the development, including injury, loss, or damage which arise out of or are in any manner connected with, or are claimed to arise out of or be in any manner connected with the construction, installation, existence, operation, use, maintenance, repair, restoration, or removal of the public improvements associated with the development described above, including the injury, loss or damage caused by the sole or contributory negligence of the indemnitees or any of them, regardless of whether the injury, damage, loss, violation, exercise of rights, act, or omission is caused or is claimed to be caused by the contributing or concurrent negligence of indemnitees, or any of them, but not if caused by the sole negligence of indemnitees, or any of them, Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 7of11 unmixed with the fault of any other person or entity, and including all expenses of litigation, court costs, and attorneys fees, which arise, or are claimed to arise, out of or in connection with the asserted or recovered incident. This indemnity specifically includes all claims, damages, and liabilities of whatever nature, foreseen or unforeseen, under any hazardous substance laws, including but not limited to the following: (a) all fees incurred in defending any action or proceeding brought by a public or private entity and arising from the presence, containment, use, manufacture, handling, creating, storage, treatment, discharge, release or burial on the property or the transportation to or from the property of any hazardous substance. The fees for which the developer/owner shall be responsible under this subparagraph shall include but shall not be limited to the fees charged by (i) attorneys, (ii) environmental consultants, (iii) engineers, (iv) surveyors, and (v) expert witnesses. (b) any costs incurred attributable to (i) the breach of any warranty or representation made by Developer/Owner in this agreement, or (ii) any cleanup, detoxification, remediation, or other type of response action taken with respect to any hazardous substance on or under the property regardless of whether or not that action was mandated by the federal, state or local government. This indemnity shall survive the expiration or earlier termination of the agreement. 19. ASSIGNMENT OF AGREEMENT This Agreement may be assigned by Developer/Owner to another with the written consent of the City's City Manager. 20. DISCLOSURE OF INTERESTS Developer/Owner agrees, in compliance with the Corpus Christi Code of Ordinance Sec. 2-349, to complete, as part of this Agreement, the Disclosure of Interests form attached hereto as Exhibit 6. 21. EFFECTIVE DATE Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 8 of 11 This Agreement shall be executed in one original, which shall be considered one instrument. •This Agreement becomes effective and is binding upon, and inures to the benefit of the City and Developer/Owner from and after the date that all original copies have been executed by all signatories. 22. DEDICATION OF GRID MAIN EXTENSION. Upon completion of the construction, dedication of Grid Main Extension will be subject to City inspection and approval. 23. CERTIFICATE OF INTERESTED PARTIES. Developer/Owner agrees to comply with Texas Government Code section 2252.908 and complete Form 1295 Certificate of Interested Parties as part of this agreement. Form 1295 requires disclosure of "interested parties" with respect to entities that enter contracts with cities. These interested parties include: (1) persons with a "controlling interest" in the entity, which includes: a. an ownership interest or participating interest in a business entity by virtue of units, percentage, shares, stock or otherwise that exceeds 10 percent; b. membership on the board of directors or other governing body of a business entity of which the board or other governing body is composed of not more than 10 members; or c. service as an officer of a business entity that has four or fewer officers, or service as one of the four officers most highly compensated by a business entity that has more than four officers. (2) a person who actively participates in facilitating a contract or negotiating the terms of a contract with a governmental entity or state agency, including a broker, intermediary, adviser or attorney for the business entity. Form 1295 must be electronically filed with the Texas Ethics Commission at https://www.ethics.state.tx.us/whatsnew/elf info form1295.htm. The form must then be printed, signed, notarized and filed with the City. For more information, please review the Texas Ethics Commission Rules at https://www.ethics.state.tx.us/legal/ch46.html. 24. CONFLICT OF INTEREST. Developer/Owner agrees to comply with Chapter 176 of the Texas Local Government Code and file Form CIQ with the City Secretary's Office, if required. For more information and to determine if you need to file a Form CIQ, please review the information on the City Secretary's website at http://www.cctexas.com/governmenl/city- secretary/conflict-disclosure/index 25. AUTHORITY. All signatories signing this Agreement warrant and guarantee that they have the authority to act on behalf of the entity represented and make this Agreement binding and enforceable by their signature. Remainder of page intentionally left blank; signature page to follow. Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 9of11 EXECUTED IN ONE ORIGINAL this ___ day of _________ , 2020. ATTEST: Rebecca Huerta City Secretary APPROVED AS TO LEGAL FORM: Buck Brice Assistant City Attorney For City Attorney (Date) Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement CITY OF CORPUS CHRISTI Al Raymond Ill Director, Development Services Page10of11 STATEOF ~~~---- COUNTY OF V\Wg.e.A § § § DEVELOPER/OWNER: MPM Development, LP. PO Box 331308 Corpus Christi, Texas 78463 <:iii?i:J?i5~ Moses Mostaghasi, General Partner This instrument was acknowledged before me on -'-',i..-"-"'1£=--'=-,-.,.--::--:-=:--' 2020, by Moses Mostaghasi, General Partner, MPM Development, LP, a exas Limited Partnership, on behalf of said corporation. ...................... -CYNTHIA BUENO ,l '?-~y Pt11/··· /~/::i;;,."{f.\ ID# 117058_0-3 ~· \ ~ } ,,, g Notary Public \.~..:,·,_.:..<~~./ STATE OF TEXAS ·-.... z .. ~.~ .. 't .. ··· My comm. Exp. 11-04-2023 Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page11of11 Exhibit 1 4' WIDE R/C WALK COMPACT BACKFILL TO 95% STANDARD PROCTOR DENSITY (BOTH SIDES) AND UNDER WALKS (TYP.) 11 • 6" CRUSHED LIMESTONE BASE TO 2' BEHIND C & G TO MEET REQUIREMENTS OF CITY STANDARD SPECIFICATION 025223 CRUSHED LIMESTONE FLEXIBLE BAS£. COMPACT TO 95% MODIFIED PROCTOR DENSITY AT A MOISTURE CONTENT + /-2X OF OPTIMUM MOISTURE 50' STREET ROW 28' BB SlREET 2" TYPE "D" HMAC ON PRIME COAT @ 0.15 GALLONS PER SQUARE YARD (NO SEPARATE PAY FOR PRIME COAT) 14' 5'" CROWN FROM CL STREET LIP OF GUITTR~ 1.0' TYP. I 2% --- 4' WIDE R/C WALK (TYPICAL BOTH SIDES) 6' CITY STD. R/C CURB AND GUTTER s• LIME STABILIZED SUBGRADE TO 2' BEHIND C&G BOTH SIDES OF STREET ANO COMPACTED TO 95% STANDARD PROCTOR DENSITY WITHIN +/-TWO PERCENTAGE POINTS OF OPTIMUM MOISTURE. LIME SHN...L BE APPLIED AT THE RATE OF 34 LB/SY (TO BE VERIFIED THROUGH GEOTECHNICAL TESTING). s• THICKNESS BENEATH C&:G l\ND TO 2' BEHIND C&G . ' 10' 2% - 60' STREET ROW 40' BB STREET 2" TYPE "O" HMAC ON PRIME COAT 0 0.15 GALLONS PER SQUARE YARD (NO SEPARATE PAY FOR PRIME COAT) 20' 20' 5'" CROWN FROU CL STREET LIP OF GUTIER ~ -- COMPACT BACKFILL TO v==::=====---t--,-======""'.:'tJ 4' WIDE 95% STANDARD PROCTOR R/C WALK DENSITY (BOTH SIDES) AND UNDER WALKS (TYP.) (TYPICAL BOTH SIDES) 6' CITY a· CRUSHED LIMESTONE BASE TO 2 1 BEHIND C & G TO MEET REQUIREMENTS OF CITY STANDARD SPECIFICATION 025223 CRUSHED LIMESTONE Fl.£XIBLE BASE. COMPACT TO 95% MODIFIED PROCTOR DENSITY AT A MOISTURE CONTENT + /-2% OF OPTIMUM MOISTURE TYPICAL STREET SECTION STD. R/C CURB AND GUTTER 8" LIME STABILIZED SUBGRADE TO 2' BEHIND C&G BOTH SIDES OF STREET AND COMPACTED TO 95% STANDARD PROCTOR DENSITY WITHIN +/-TWO PERCENTAGE POINTS OF OPTIMUM MOISTURE. LIME SHALL BE APPLIED AT THE RATE OF 3 4 LB/SY (TO BE VERIFIED THROUGH GEOTECHNICAL TESTING). 8" THICKNESS BENEATH C&G AND TO 2' BEH IND C&:G 60' ROW 75' STREET ROW 50' BB STREET 12.50' 2" TYPE "o• HMAC ON PRIME COAT 0 0.15 GALLONS PER SQUARE YARD {NO SEPARATE PAY FOR PRIME COAT) 12.50' 2% - COMPACT BACKFILL TO J/ 95% STANDARD PROCTOR DENSITY (BOTH SIDES) AND UNDER WALKS (TYP .) 25' 6" CROWN FROM LIP OF GUITTR~ - 1 O" CRUSHED LJMESTONE BASE TO 2' BEHIND C & G m MEET REQUIREMENTS OF CITY STANDARD SPECIFICATION 025223 CRUSHED LIMESTONE FLEXIBLE BASE. COMPACT TO 95% MODIFIED PROCTOR DENSITY AT A MOISTURE CONTENT + /-2% OF OPTIMUM MOISTURE 25' CL STREET - 1.0' TYP. 23 - 4' WIDE R/C WALK (TYPICAL BOTH SIDES) 6' CITY STD. R/C CURB AND GUTTER 12" LIME STABILIZED SUBGRADE TO 2' BEHIND C&G BOTH SIDES OF STREET AND COMPACTED TO 95% STANDARD PROCTOR DENSITY WITHIN +/-TWO PERCENTAGE POINTS OF OPTIMUM MOISTURE. LIME SHALL BE APPLIED AT THE RATE OF 34 LB/SY (TO BE VERIFIED THROUGH GEOTECHNICAL TESTING). 8" THICKNESS BENEATH C&G AND TO 2' BEHIND C&G TYPICAL STREET SECTION 75' ROW TYPICAL STREET SECTION 50' ROW NTS NTS NTS NOTES 1. THE SITE IS OCL. PROPOSED ANNEXATION AND ZONED RS-4.5 AND CN-1. 2. THE RECEMNG WATER FOR THE STORM WATER RUNOFF FROM TH IS PROPERTY IS THE OSO CREEK. THE TCEQ HAS NOT CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO CREEK, BUT IT IS RECOGNIZED AS AN ENVIRONMENTALLY SENSITIVE AREA. THE OSO CREEK FLOWS DIRECTLY INTO THE OSO BAY. THE TCEQ HAS CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO BAY AS "EXCEFTIONAL" AND "OYSTER WATERS" AND CATEGORIZED THE RECEIVING WATER /JS "CONTACT RECREATION• USE. 3 . THE BASIS OF BEARINGS IS THE STATE OF TEXAS LAMBERf GRID, SOUTH ZONE, NAO 1983. 4. THE SUBJECT SITE IS DEPIClED IN FEMA MAP 48355C0505G (10/23/15) AND CONTAINS ZONE AE-FLOODWAY AREAS, ZONE AE AREAS WITH ELEVATIONS BETWEEN 26' AND 27', ZONE X AREAS OF 0.2 PCT ANNUAL CHANCE FLOOD AND ZONE X AREA (NO DESIGNATION). 5. DESCRIPTION OF SIT£ DRAINAGE: TiiE ENTIRE SITE WILL DRAIN VIA UNDERGROUND PIPES ANO DITCHES TO THE OSO CREEK AS SHOWN. 6. THERE ARE NO KNOWN NATURAL WATER BODIES, JURISDICTIONAL WETLANDS, ENDANGERED SPECIES HABITAT, STATE SUBMERGED LANDS OR CRITICAL DUNES ON THE SITE . 7. A STORM WATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED WITH THE CONSTRUCTION PLANS FOR ANY PROJECT ONE (1) ACRE OR GREATER OR A STORM WATER POLLUTION CONTROL PLAN IF LESS THAN ONE ( 1) ACRE. 8. LEGAL DESCRIPTION -SEE RIGHT. NOTES CONTINUED 9. THIS DEVELOPMENT MEETS THE CITY'S MASTER DRAINAGE PLAN. THE INCREASE IN DISCHARGE RATES, VOLUM ES, ANO DURATIONS OF CONCENTRATED AND NON-CONCENTRATED STORMWAlER RUNOFF LEAVING THE PROPOSED DEVELOPMENT DUE TO THE DIVERTED FLOW WILL NOT HAVE AN ADVERSE IMPACT (E.G., SOIL EROSION; SEDIMENTATION; YARD, DWELLING, BUILDING, OR PRIVATE STRUCTURE FLOODING; DURATION OF PONDING WATER; INADEQUATE OVERLAND RELIEF) ON ADJACENT OR DOWNSTREAM PROPERTIES. 10. EACH LOT AREA MUST COMPLY WITH THE APPROPRIATE ZONING DESIGNATION. 11. WATER, WASTEWATER ANO PARK FEES SHALL BE PAID PRIOR TO RECORDATION OF THE FINAL PLAT. 12. THE TOTAL PLATTED AREA CONTAINS 446.408 ACRES OF LAND INC LUDING STREET DEDICATIONS. 13. EACH ZONING DISTRICT SHALL CONFORM TO MINIMUtJ LOT WIDTH (FT.) ANO LOT AREA (SF) STANDARDS. 14. THE YARD REQUIRElr.AENT, AS DEPICTED, IS A REQUIREMENT OF THE UNIFIED DEVELOPMENT CODE ANO IS SUBJECT TO CHANGE ~ THE ZONING MAY CHANGE. 15. STREET CENTER LINES SHALL 8E 25' -25' FOR 50' RIGHTS-OF-WAY, 30' -30' FOR 60' RIGHTS-OF-WAY AND 37.5' -37.5' FOR 75' RIGHTS-OF-WAY. 16. CONFORMANCE TO THE VISI BILITY TRIANGLE REQU IREM ENTS OF UDC SECTION 4.2.9. TO PREVENT VISION OBSTRUCTIONS AT STREET INTERSECTIONS SHALL BE REQUIRED. 17. ANY ACCESS ONTO FM 43 SHALL HAVE TXDOT APPROVAL 1 B. NO DRAINAGE FROM THIS DEVELOPMENT INTO ROW OF FM 43. 19. ALL INSIDE STREET CORNER INTERSECTIONS REQUIRE A RADIUS OF A MINIMUM OF 10' ON LOCAL RESIDENTIAL STREETS, 15' TO 20' ON GOU.ECTOR/COMMERCIAL/INDUSTRIAL STREETS AND 20' TO 50' ON ARTERIALS. THE RADIUS MAY VARY DEPENDING ON THE CIRCUMSTANCES. 20. RESIDENTIAL DRMOWAY ACCESS PROHIBITED ONTO IRON THORNE DRIVE, DROGON STREET, AND CASTLE BLACK ROAD. 21. ALL DRIVEWAYS TO PUBLIC STREETS WITHIN THE SUBOMSION SHALL CONFORM TO ACCESS MANAGEMENT STANDARDS OUTLINED IN ARTICLE 7 OF THE UDC. 22. DRIVEWAY ACCESS TO FM43 SHALL CONFORM TO ACCESS MANAGEMENT STANDARDS OF TEXAS DEPARTMENT OF TRANSPORTATION. 23. ALL LOTS AT SlREET INTERSECTIONS SHALL ADHERE TO VISIBILITY lRIANGLE REQUIREMENTS OF UOC SECTION 4.2.9. LEGAL DESCRIPTION• A 446. 408 ACRE TRACT OF LAND , MORE OR LESS , AND CONSISTING aF1 TRACT 1, A 293. 041 ACRE TRACT OF LAND DESCRIBED BY DEED, DOC . NO. 20 I 9035726, 0. R. TRACT 2, A 10. 09 AC. TRACT OF LAND DESCRIBED BY DEED, DOC . NO, 20L7010B62, 0. R., AND TRACT 3, A 144. 570 ACRE TRACT OF LAND, BEING CALLED 144. 30 ACRE FIRST TRACT, VUL. 10&6, P. 140, D.R., THE ABOVE THREE TRACTS BEING PORTIONS OF ONE OR MORE OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTifICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES ca., TX l~-~ )~ {JJ IP 00@ w; ~{ff) JD OCT 1 6 2019 M1 PLANNING COMMISSION ...... °"· 10/8/19 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INT ERIM REVIEW UND ER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDIN G PURPOSES. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENG INEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PRELIMINARY PLAT OF KINGS LANDING, CORPUS CHRISTI, NUECES COUNTY, TX """ """' ,. ~ 250' PREL SH2 SAME COM. NQ. SCM..E (H): """' Mo NONE JOB NO. 18068 H 'trf'!Sl-t 10/8/19 DATE Pt..OTTED SHEETi._OF _2_ 4' WIDE R/C WALK COMPACT BACKFILL TO 95% STANDARD PROCTOR DENSITY (BOTH SIDES) AND UNDER WALKS (TYP.) 11 • 6" CRUSHED LIMESTONE BASE TO 2' BEHIND C & G TO MEET REQUIREMENTS OF CITY STANDARD SPECIFICATION 025223 CRUSHED LIMESTONE FLEXIBLE BAS£. COMPACT TO 95% MODIFIED PROCTOR DENSITY AT A MOISTURE CONTENT + /-2X OF OPTIMUM MOISTURE 50' STREET ROW 28' BB SlREET 2" TYPE "D" HMAC ON PRIME COAT @ 0.15 GALLONS PER SQUARE YARD (NO SEPARATE PAY FOR PRIME COAT) 14' 5'" CROWN FROM CL STREET LIP OF GUITTR~ 1.0' TYP. I 2% --- 4' WIDE R/C WALK (TYPICAL BOTH SIDES) 6' CITY STD. R/C CURB AND GUTTER s• LIME STABILIZED SUBGRADE TO 2' BEHIND C&G BOTH SIDES OF STREET ANO COMPACTED TO 95% STANDARD PROCTOR DENSITY WITHIN +/-TWO PERCENTAGE POINTS OF OPTIMUM MOISTURE. LIME SHN...L BE APPLIED AT THE RATE OF 34 LB/SY (TO BE VERIFIED THROUGH GEOTECHNICAL TESTING). s• THICKNESS BENEATH C&:G l\ND TO 2' BEHIND C&G . ' 10' 2% - 60' STREET ROW 40' BB STREET 2" TYPE "O" HMAC ON PRIME COAT 0 0.15 GALLONS PER SQUARE YARD (NO SEPARATE PAY FOR PRIME COAT) 20' 20' 5'" CROWN FROU CL STREET LIP OF GUTIER ~ -- COMPACT BACKFILL TO v==::=====---t--,-======""'.:'tJ 4' WIDE 95% STANDARD PROCTOR R/C WALK DENSITY (BOTH SIDES) AND UNDER WALKS (TYP.) (TYPICAL BOTH SIDES) 6' CITY a· CRUSHED LIMESTONE BASE TO 2 1 BEHIND C & G TO MEET REQUIREMENTS OF CITY STANDARD SPECIFICATION 025223 CRUSHED LIMESTONE Fl.£XIBLE BASE. COMPACT TO 95% MODIFIED PROCTOR DENSITY AT A MOISTURE CONTENT + /-2% OF OPTIMUM MOISTURE TYPICAL STREET SECTION STD. R/C CURB AND GUTTER 8" LIME STABILIZED SUBGRADE TO 2' BEHIND C&G BOTH SIDES OF STREET AND COMPACTED TO 95% STANDARD PROCTOR DENSITY WITHIN +/-TWO PERCENTAGE POINTS OF OPTIMUM MOISTURE. LIME SHALL BE APPLIED AT THE RATE OF 3 4 LB/SY (TO BE VERIFIED THROUGH GEOTECHNICAL TESTING). 8" THICKNESS BENEATH C&G AND TO 2' BEH IND C&:G 60' ROW 75' STREET ROW 50' BB STREET 12.50' 2" TYPE "o• HMAC ON PRIME COAT 0 0.15 GALLONS PER SQUARE YARD {NO SEPARATE PAY FOR PRIME COAT) 12.50' 2% - COMPACT BACKFILL TO J/ 95% STANDARD PROCTOR DENSITY (BOTH SIDES) AND UNDER WALKS (TYP .) 25' 6" CROWN FROM LIP OF GUITTR~ - 1 O" CRUSHED LJMESTONE BASE TO 2' BEHIND C & G m MEET REQUIREMENTS OF CITY STANDARD SPECIFICATION 025223 CRUSHED LIMESTONE FLEXIBLE BASE. COMPACT TO 95% MODIFIED PROCTOR DENSITY AT A MOISTURE CONTENT + /-2% OF OPTIMUM MOISTURE 25' CL STREET - 1.0' TYP. 23 - 4' WIDE R/C WALK (TYPICAL BOTH SIDES) 6' CITY STD. R/C CURB AND GUTTER 12" LIME STABILIZED SUBGRADE TO 2' BEHIND C&G BOTH SIDES OF STREET AND COMPACTED TO 95% STANDARD PROCTOR DENSITY WITHIN +/-TWO PERCENTAGE POINTS OF OPTIMUM MOISTURE. LIME SHALL BE APPLIED AT THE RATE OF 34 LB/SY (TO BE VERIFIED THROUGH GEOTECHNICAL TESTING). 8" THICKNESS BENEATH C&G AND TO 2' BEHIND C&G TYPICAL STREET SECTION 75' ROW TYPICAL STREET SECTION 50' ROW NTS NTS NTS NOTES 1. THE SITE IS OCL. PROPOSED ANNEXATION AND ZONED RS-4.5 AND CN-1. 2. THE RECEMNG WATER FOR THE STORM WATER RUNOFF FROM TH IS PROPERTY IS THE OSO CREEK. THE TCEQ HAS NOT CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO CREEK, BUT IT IS RECOGNIZED AS AN ENVIRONMENTALLY SENSITIVE AREA. THE OSO CREEK FLOWS DIRECTLY INTO THE OSO BAY. THE TCEQ HAS CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO BAY AS "EXCEFTIONAL" AND "OYSTER WATERS" AND CATEGORIZED THE RECEIVING WATER /JS "CONTACT RECREATION• USE. 3 . THE BASIS OF BEARINGS IS THE STATE OF TEXAS LAMBERf GRID, SOUTH ZONE, NAO 1983. 4. THE SUBJECT SITE IS DEPIClED IN FEMA MAP 48355C0505G (10/23/15) AND CONTAINS ZONE AE-FLOODWAY AREAS, ZONE AE AREAS WITH ELEVATIONS BETWEEN 26' AND 27', ZONE X AREAS OF 0.2 PCT ANNUAL CHANCE FLOOD AND ZONE X AREA (NO DESIGNATION). 5. DESCRIPTION OF SIT£ DRAINAGE: TiiE ENTIRE SITE WILL DRAIN VIA UNDERGROUND PIPES ANO DITCHES TO THE OSO CREEK AS SHOWN. 6. THERE ARE NO KNOWN NATURAL WATER BODIES, JURISDICTIONAL WETLANDS, ENDANGERED SPECIES HABITAT, STATE SUBMERGED LANDS OR CRITICAL DUNES ON THE SITE . 7. A STORM WATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED WITH THE CONSTRUCTION PLANS FOR ANY PROJECT ONE (1) ACRE OR GREATER OR A STORM WATER POLLUTION CONTROL PLAN IF LESS THAN ONE ( 1) ACRE. 8. LEGAL DESCRIPTION -SEE RIGHT. NOTES CONTINUED 9. THIS DEVELOPMENT MEETS THE CITY'S MASTER DRAINAGE PLAN. THE INCREASE IN DISCHARGE RATES, VOLUM ES, ANO DURATIONS OF CONCENTRATED AND NON-CONCENTRATED STORMWAlER RUNOFF LEAVING THE PROPOSED DEVELOPMENT DUE TO THE DIVERTED FLOW WILL NOT HAVE AN ADVERSE IMPACT (E.G., SOIL EROSION; SEDIMENTATION; YARD, DWELLING, BUILDING, OR PRIVATE STRUCTURE FLOODING; DURATION OF PONDING WATER; INADEQUATE OVERLAND RELIEF) ON ADJACENT OR DOWNSTREAM PROPERTIES. 10. EACH LOT AREA MUST COMPLY WITH THE APPROPRIATE ZONING DESIGNATION. 11. WATER, WASTEWATER ANO PARK FEES SHALL BE PAID PRIOR TO RECORDATION OF THE FINAL PLAT. 12. THE TOTAL PLATTED AREA CONTAINS 446.408 ACRES OF LAND INC LUDING STREET DEDICATIONS. 13. EACH ZONING DISTRICT SHALL CONFORM TO MINIMUtJ LOT WIDTH (FT.) ANO LOT AREA (SF) STANDARDS. 14. THE YARD REQUIRElr.AENT, AS DEPICTED, IS A REQUIREMENT OF THE UNIFIED DEVELOPMENT CODE ANO IS SUBJECT TO CHANGE ~ THE ZONING MAY CHANGE. 15. STREET CENTER LINES SHALL 8E 25' -25' FOR 50' RIGHTS-OF-WAY, 30' -30' FOR 60' RIGHTS-OF-WAY AND 37.5' -37.5' FOR 75' RIGHTS-OF-WAY. 16. CONFORMANCE TO THE VISI BILITY TRIANGLE REQU IREM ENTS OF UDC SECTION 4.2.9. TO PREVENT VISION OBSTRUCTIONS AT STREET INTERSECTIONS SHALL BE REQUIRED. 17. ANY ACCESS ONTO FM 43 SHALL HAVE TXDOT APPROVAL 1 B. NO DRAINAGE FROM THIS DEVELOPMENT INTO ROW OF FM 43. 19. ALL INSIDE STREET CORNER INTERSECTIONS REQUIRE A RADIUS OF A MINIMUM OF 10' ON LOCAL RESIDENTIAL STREETS, 15' TO 20' ON GOU.ECTOR/COMMERCIAL/INDUSTRIAL STREETS AND 20' TO 50' ON ARTERIALS. THE RADIUS MAY VARY DEPENDING ON THE CIRCUMSTANCES. 20. RESIDENTIAL DRMOWAY ACCESS PROHIBITED ONTO IRON THORNE DRIVE, DROGON STREET, AND CASTLE BLACK ROAD. 21. ALL DRIVEWAYS TO PUBLIC STREETS WITHIN THE SUBOMSION SHALL CONFORM TO ACCESS MANAGEMENT STANDARDS OUTLINED IN ARTICLE 7 OF THE UDC. 22. DRIVEWAY ACCESS TO FM43 SHALL CONFORM TO ACCESS MANAGEMENT STANDARDS OF TEXAS DEPARTMENT OF TRANSPORTATION. 23. ALL LOTS AT SlREET INTERSECTIONS SHALL ADHERE TO VISIBILITY lRIANGLE REQUIREMENTS OF UOC SECTION 4.2.9. LEGAL DESCRIPTION• A 446. 408 ACRE TRACT OF LAND , MORE OR LESS , AND CONSISTING aF1 TRACT 1, A 293. 041 ACRE TRACT OF LAND DESCRIBED BY DEED, DOC . NO. 20 I 9035726, 0. R. TRACT 2, A 10. 09 AC. TRACT OF LAND DESCRIBED BY DEED, DOC . NO, 20L7010B62, 0. R., AND TRACT 3, A 144. 570 ACRE TRACT OF LAND, BEING CALLED 144. 30 ACRE FIRST TRACT, VUL. 10&6, P. 140, D.R., THE ABOVE THREE TRACTS BEING PORTIONS OF ONE OR MORE OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTifICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES ca., TX l~-~ )~ {JJ IP 00@ w; ~{ff) JD OCT 1 6 2019 M1 PLANNING COMMISSION ...... °"· 10/8/19 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INT ERIM REVIEW UND ER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDIN G PURPOSES. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENG INEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PRELIMINARY PLAT OF KINGS LANDING, CORPUS CHRISTI, NUECES COUNTY, TX """ """' ,. ~ 250' PREL SH2 SAME COM. NQ. SCM..E (H): """' Mo NONE JOB NO. 18068 H 'trf'!Sl-t 10/8/19 DATE Pt..OTTED SHEETi._OF _2_ APPLICATION FOR WATER REIMBURSEMENT We, MPM Development, LP, P.O. Box 331308, Corpus Christi, Texas 78463, owners and developers of proposed Kings Landing Unit 1 subdivision, hereby request reimbursement of $154, 126.23 for the installation of the 12' and 16' water grid main lines in conjunction with said subdivision, as provided for by City Ordinance No. 17092. $1, 173,816.15 is the construction cost, including 7.5% Engineering and Surveying, as shown by the cost supporting documents attached herewith. ~resident MPM Development, LP. THE STATE OF TEXAS § COUNTY OF VlM..o p Ur § ~1~a-1~ Date This instrument was acknowledged before me on MJui. ag,_ , 2020, by Mossa Mostaghasi, President, MPM Development, LF(a Texas Corporation, on behalf of the said corporation. Exhibit 2 APPLICATION FOR WATER LINECREDIT We, MPM Development, LP, P.O. Box 331308, Corpus Christi, Texas78463, owners and developers of proposed Kings Landing Unit 1 subdivision, hereby apply for $145,689.92 credit towards the water acreage fees for the installation of 12" and .. 16" Water Grid Mains in conjunction with said subdivision as provided for by City Ordinance No. 17092. $1, 173,816.15 is the construction cost, including 7.5% Engineering and Surveying, as shown by the cost supporting documents attached herewith. THE STATE OF TEXAS § COUNTY OF 'Y\.U..e,u,A § This instrument was acknowledged before me on by Mossa Mostaghasi, President, MPM Development, LP behalf of the said corporation. ,,<;\i_Y';:t&·····-CYNTHIA BUENO /~/ i];;/6\ ID# 1178588-3 \:,\ 1~) '! Notary Public \':f!it-¥~J STATE OF TEXAS ........ ~.:. ........ ~ My Comm. Exp. 11-04-2023 /}'}--' 2020, a Texas Corporation, on Exhibit 2 PUBLIC IMPROVEMENTS TOKING'S LANDING UNIT 1,CORPUS CHRISTI, NUECES COUNTY, TEXASExhibit 3 8 9 10 @ y 7/ / 6 5 ll 12 13 14 DRDGDN ST 4 3 2 1 lA lB @ Ul " 75' " DRDGON ST ~ ~----------------------------.,60' -"' D z -< I "' D z '" " "' 75' 1 ® 60' " ;o ,. Q D z " -< D z "' " "' 60' z I 1 __ 1 ~f--1---j f--1-- ; f--~-I"' I -1-_J L __j r-------j_ --1 ~ f-!-1 ~ r ---1 f--1 ~ ---L-__, .. I D _.__..._..,_+--! 1 I I~ -r1-=:J;[_ 15@ 50 ' 15 Ul ' L r r., ,..... g QARTH ST 16 MEEREEN ST q 50· I I_ _ , 1_ _J ~· "' I I <:i I 1 50' @17 i----1--1 .__2_1-----<,_ --I~ I ' i :r j-1-I~ l 2 18 2 f---2_2----4t---1 ~ I ~ -I--I 1- 3 23 24 5 6 26 "' 1-----7---i ~ f----27--1 1---8---1 ~ f---2-8__, ,, 1----------i 8 f---2-9 -I 9 " 1-------1 -< f--------1 30 10 31 l l 32 12 33 13 1 CD z w -< PROPOSED TE~PORARY DITCH 3 19 1---4---1 ~ f----2-0-----< 1-------4 ~ f-------< 5 -I 21 -1-------4 " f------< 6 Vl 22 1-------1 -< f------< 7 23 8 24 9 25 10 26 @11 27 12 50' 28 13 14 29 30 @31 32 ,...--c:_ WEBER RD. _c FM 43) --------------------------------- THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 100' 200' 1 •• I I SCALE: 1 '= 200' 400' I OWN. CHK. N BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX N WEI SH STREET EASE MAP PLOT SCALE: SCALE (H): SCALE (V)' DATE PLOTTED 1" = 200' SAME NONE 2/18/20 COM. NO. JOB NO. STR-BASE.DWG 18068 SHEET lA OF 33 Q# '"'"" 2EEREEN ST I oo'I 8' PVC J--•_J 1 21 ~ r -, 1 ,__ __ __, ""'le----1~ ---J ~ ~ lf--2_2--1t ---J ~ 1-----1 - 2 3 23 ,__ __ _,~,•e-----1 24 6 26 '" 1---7---i ~ lf----2-7----< 1-----1 ~ lf------1 ' 28 J> 8 ,__ __ __, a ,,__2_9_, 9 " __, lf------1 30 10 31 11 l 1-----i; 32 12 33 13 ,__ __ __, ~ 34 14 ,__ __ __, ~ 35 24 25 26 27 15 ..__l__l__L__j~_,~-=11..-.....,~...,..~,---r~""'l'"~'T"~i""'"'i~"'i"~i""~r"'~r""i~"T~"T~-f~~"lwf.~3~6~f------i~ • ~ '.:! 1 6 JIJ 1----1 22 ,.,--36 -~R;;;HTA;_;;E_:;;G:;:AL~C;,;.T~,;,!"~'-,,,,,,""';-bji'1-5 6 7 11 12 13 14 l 5 '"l----L--_j Ci! 1 2 3 4 8 9 10 16 §~"~· 37 1 7 ~ 37 21 a"--19 • 0 '1 \;: ,.__a _ _, '" 1 s 1 7 16 15 l~_J__L__L_L_L_J_ _ _i_:12J=--_J_____J _ _J_ _ _J__--'-:-~~'--~'--~ ~ @38 1 a ~ @ 3 J~~ .... .....i:~·~-.. -~""i'"""~;,,.'i"""""T"'-~B~LA:;:C~K~W;A~TE~R;.,.:;S~T"F'~~~!f."'i'<~··.!9"'...,'T'"""-;j'~··r---:;;;-t---;g--j'1 1:: nj,... --~ 39 19 39 ~ -< "' '" '" c z z J> J> __, :r: I L--1 I f------1---H 15 • Q~ n\lc QART~ ST 16 ,,,'1 '" 1 i 4 @17 --1-----jb ~r--2 " D _I_ ----l----111<" "I 3 " " 18 19 __, .. 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NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX N WEI SH WATER EASE MAP PLOT SCALE: SCALE (H)' SCALE (V)' DATE PLOTTED 1" = 200' SAME NONE 2/18/20 COM. NO. JOB NO. WTR-BASE.DWG 18068 SHEET__!_£_ OF 33 "' "' w " <: I "- w l'.l <: -D ::J co -> w l'.l R w "' w -"' ru ---5D'YR I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \\: I I I I I I I N _~YR _____ _ ------tis-----ot---- 15' LIE _ -+ ---&-EE- 1 "' 0 LDT IA LDT lB LDT lB -609, 851 SF = 14. 000 AC. TO CL IRON THRONE STREET AND INCLUDING 15' STREET DEDICATION ALONG FM 43, 559, 905 SF = 12. 854 AC. EXCLUD J NG PROPOSED STREET RJGHTS-DF-WAY PROP CONTINUED ON MATCH LINE HA" D SHEET 3 STA 12+50 CONTINUED ON MATCH LINE "B" SHEET 4 STA 12+50 Ln (") D (Y) Ln ru (") Ln ru D ru ,,, : ~~ eo~ "' i! ~ ..,. ,-----"Jo 1 ru l_jci LL CLJ 0 c\J~ D ru 8 g;j L!JI 00 ci Cn~ O r: M ~ 00~ + c----;,.>-~~-+Z-+1-L~=J-@J~-++--"--'@J"'--J!---"-"!l.-~~ + f--~~~-+-+1,.._+o"""""~+-1f--~'---J!--~-:-~"u~~ ru : W ~ I ~.+<=l::!:=:::<S""""*~c;"~ i~ ru I ...i!i o u... o::: .------t __....-.------t I >-C>J 1-cii--:r-1 _J @J ~ ...J ll;'.'.lf') I en lu I-l-ie' 8.,,,: 1 ru I>-~ e, ,r CONTINUED ON SHEET 4 ~:; : ~~ : r-~ ~ru MATCH LINE 'B' STA 12+50 _,_ I Li... I u CD t:;g] -~-LI ~ I '-......_;N w w a... , I 1-v 0 _J ~ ~ _ ;: f I ~ I ;--TC LT S. RT 32. 71 '~ l ---~ llihl 4l-1 i" 'i! ,_ I ii!;;; I r--"-I I 1 ' ' ; N ~ 111~-0 tl),_,_J I Q_ -0 Q_ b ' '· ~ I I FL 484 RCP 25. 24 CONTINUED ON SHEET 3 MATCH LINE HA# STA 12+50 ~ ...... d r._. ci ~ 27 6 HDPP STUBDUT .---1 I :::: ~ .---1 I )t:; ~ ~ '- GB AT MATCH LlNE I I ~ ;:; ~ ;:; i I' I FL 48'RCP 25. 25 0 ! ·'" ~gj D ! g -Kl I: II ';, 0 ' ;',I~ I: I TC LT g, RT 32. 47 ~ ~ O! lil ~ §,PROP. 15 LF + f-------+-+1-;;,"<1---++----+l---"-'"ll,,--~ + f-------+-+-1 -l--+-Jf----Ll[]_C---J+-4-----t 0 N 48" RCP @ 0. 05/. -i--1.-~ d!, 8 \ c!!, ' ~AND PLUG, FL 25. 53 .---1 I ci <t: , .------1 I ~ ~ ~ ;t \ f '\ I C>J "' t:;~ lYI: ~::j:~~~!:'i' 1 1 ! J I ii PROP. 48" RCP PROP. 15 LF 27.HDPP , Lil I ' I 1· ' @ 0 1% STUBDUT AND PLUG, FL 25. 5~ 1 I \ '---; DI \ : ~ ~ I ; ' " "11 j I 11 ' . [L 1 ' .. " '.',, FL 25. 43 _J ( I I ~ 11 I I STA 11+90. 00 CL B' INLETS (I'):~ u '·!NL I ~ o o I I .... (") [)! t-C!l G/Jr--I -~ LT&. RT, TC LT B. RT 32. 15 ~~:cir... ~: ~ STA 11+90 PROP. I _J 0.... ti~ I LDT 2 11 I ~ ~ ~ ~I 11 1 1 I i ...J : I\ ru ci , I I \ STD MH, TOP 32. 24, 1 1 ~ U D 'i! gj I @ ' ' \ "-I\ ' FL 25. 28 D ~ °' ~ I I • 1 1 1 % o I O 1-! ~ ~ 1 1111 !,, lo~ ~ 11 111 cir-------t-+1-1---+-t---ff~-,_-+!-------t sf-----<~39-c~--t-+;--+---++----1+----~ ~~~~DP~~·~LLF llDil ; ~ ~ ! 1 1 1 FL25.52 : c; --1 :-.---I I 0 _J I 25. 62 Sc PLUG~ l ~\ ;: l -"' I " I . I :; ~ ' I ~ ~ ic!_ : -"}.~..l!l'~ ..... 6"'\Y~'. h~I ~~~~ilP~ ~-~L LF 11 I ; ~ : II 111 : lL ,_ ,_ I ~ )--i'ljj 11 ~ '1 ! ~ I 25. 62 & PLUG 1 1 I ~ I ~,,,. :'.: I 1 I LDT 2 : "'"' : !:; "" I I "'~ " ~ I 11!----sl TA 10+70 STD MH, TOP I I ;:i •u , @ I I 0 ~ - 1 1 /!, "' 0wil • f 11 I 32. 25, FL 25. 42 ~ d I ~~ I ~ :WM P RD P. 4 8' RC P §1 0, 05/. ~ l I\ "' ' I 11 8 : ~ 1----+-t!---++-C>J-t+---I+------" : ~ I I ~ "0'j' "' ; 1 1 :J 1 1 1 I f ~ -~ t1 a ~ •. ! I "SI "' &. ----+--+:-+---++-----ll+-------" CT' : ~ ~; 11 I ~ s I ~11~ I ! ~ ; l ~11~ : : ~ ~ ~ I I ; 60' ROW ! 11 I \ ~I 11-11 1, I I ~I lru : i r-~: 11 I ' 40' BB 1 1: 11 ; ' Rnw · ,1, I I ;---: ~ '::; I I : ~ Ii I 11 I l x , BB ;:; ~ I I 8 ; ~ : 6 8 ! ~ 6 11 I ! ' 1 0 ~----1" .,i l 1: I \ 1 1 I , : I 'ii l II I ci; l-----f~~"':e--1-+1 +----H----1-l----j w ci; r-----+-t-,1 -+---tt--@J-1-1-------1 w I I l 'i' CJ ' :11 ~ P RD P. 4 8' RC P I I : I ~t t : ~ 2 : ~ : ~ ~ 11 I ' " ~ ' 11 11 @ 0 05/. 11 1 1 ~ I I ~,_ : ~ : 00 ~ I I ! Bi . ; *I\ I I ~ I ~ I tli ~ I ~ z ~ ~ : v 8 ~_J ~ 11 I ~ 8 ~ ~ ill I ~ STA 8+34. 67 GB LT & ~ ' I l 1 '. I I I Lf) D ,_ M I "-<[ ,, ' rl ' "i \)- RT, TC LT & RT 33. 21 ; b 0 CY ~: I ii! 6 ~:;; I I ~ ~ CJ ! ~J i\l I ,--"IL fll_I i,_11 I 8 ,, 0 ~ 8 l'.lO' ! []_ 8"' 11 ' Al pl ' I I ----+-!'I D='-1---+l----"'"'----l-l-----1 + 1-----i"ne"'' ~~t-+--t---+l------IH------1 I ,_ I ~ o " ' I ~ I PROP. 48' RCP §1 0. 05/. 1 + T 1 0 '1 ci...J • 'i' 11 i , t I' l@J o_ I' iii'::; W ".'u I I ' co o j 111 1 1 I !'-. ~ 1 I I : ~ ~ ~ ;tic! : ~ : ,_ I He ~ rl j I I 11 ~ ' I~ '" e---4 ~~ I ~~ r ~ ~ I I I ' ;:; I ;::; ! I I _J ~ Du_ ""' I ~ ---------I '['"_·_·I_ _~t ·. i I 1 111 .. ~ I 1 I : ~ ~ ! I 1 I : ~ §, ~ i i;i ~ "'I~! ~ ~ l ! I \I Ill 'II\ D : g' D IO ~rul~l j l I~ ~ ~ I I : ' I I I j I I c; l-----+-J1---11----+1---l-ji---____j c; 1----+-t!---t+-@J-#---t-+----I ' ~ I \ I r--°' I ' t I 'n o \() I 0.-111 II ,;; "~ ru,_ I I ; 8f ! I I ~ : I ~ [ -' 1\ !l'_J ' -I _J 11 ';/ ; I II ~~ I: 1 1 i I ! : : I i ~~ i ~ I: : ! ; "-; ; I :\ t I i 11 D i ;:~ 8 i ;~ 111 II ~-'.18+ I 1 I l:RgP05~8'RCP ! I I D I "'o ru + r----++--+----t1C-----lH-oW"''-------I 1 j : II 11 I \I ~·fl I I I ii Lfi f--~~---+-,f--+--+1----1-+_;"~"-~"----1 Ln : : : R 111 II ;_ . "' ~-~ ' I .. Ii! ,.n-;1-f-=:::::t'=~~/' I ,_ D 10 ' 1 I 11 \ II I r -i I 11 5'"'ru I I J>-ru I. I " a'::;"' : I 11 I ' ';/ ' I I \ I / lf ~ I "1~ I ~ 8 D~--~ I 1 \ \ I 1 I ; : I ~· / I 11 ~ g"' I : >° ~ : I I ~ ~ " ; I I I !l'C t, t, f I I 0 ~:~ i 8 ~~= :~ 11 I ! l 0 l ; I 11 ~ I I ; Ki iii "I 1 1 I c; f-------t-+-;+---+-----+------t ~ f----<'".'C'--~=<-~,--j-f--1 -+--+-----+------t \ 'll ~ <; ~ loi I \\ PROP. 15 LF 27" HTIPP '-IN ,_, ?o•CJ ~~! / / j "<I' I ",_ ,_ 1 11 • "' ' 1' 1 I \ STUBDUT AND PLUG, FL 25, 94 £Lt.. I -'"f:'. I 2:3 ~ ~ ~ I PROP. 12. 5 LF Dll ~ ~ ~ ; Dl \ ; 1,:, tnf;?I -1 1. I ' STA 4+79. 30 PC&. ENil I vi ...... 1-I 36'HDPP, FL I I ' ' lco I PROP . .1~2. 5 LF I I /r.1!lit'"lll1:--rJ-i!.... i//4/_rµF ~~ c~L~T~TL~2~l~T. : ~ [ ;:; 25. 93 ~PLUG ;~: 11 \ l ;,lY' ~~~~~pp'\P~~G :t {.J U K. If-I ---~~ ' I I J ,°' I '1~ PROP. 15 LF 30" HDPP I °' I ,_; ------I , ·.1 -'.'.~. '~ -~ " k ~ STUBDUT AND PLUG, FL 25 94 I oi5 I ' I ' - // / {~ (t; I [/ lsrA 4 +79. 30 PROP. o I :J O : ~ _Juro ~~ 11 I ~ 1 ~ I I STA 4+50 STD MH, TOP ~ :t I STD MH, TOP 32, 22j 0 I u 0 LL.-. ~ 32 31, FL 25. 73 I I ! /';" -~1 I FL 25. 64 + 1------+-lh~--+----+---~ + f-----+-+14'o15"'---+----t---____j LDT 2 0 ' ~ + ! I \ \/ :t ;; ? ;:; ; ! (") (") : ':J ® 0 ~~ I I l . I ' I /l ';i :z~_,{ 10 ~ [{ .!1111! ~ ~6; 11 1 l I I ' I 11 : -" I ~~le! I I . I " ~ I I I ;-. VJ II ~ I I ! 7 s· R w -!~I /1 I : I 11 I ~ : ; 1 1 11 ,_ f~;/1 "0;00 -z ff;I o ,_ : o : 11 1 "'1 'II ,, ,. ,. T D Z...J I D I I ; I 1 I ~: ~: ~I-/ : ,, f i I J I~ 1~ Lo®~ 2 ct --+~+l."·:~r--1~/+.'----+-----+------1 ct c---~-u-/---1-/1-----+-----1-----~ ~ u I : : "'~He; t_,6~"'~'-1, -,.,Ro.,,w4! --~~ I I \ G ~ ~ = rul I ~ J :: a : I 'Is D [)!CD : :~ / : w ' •. ~~ ~~ f /ff ~ J; ff / / ~:~ I ~:~ ~~-~ 11 ~ ~ ~4o;BB ~ ] I D ~ "'~ I I 3 ' ; ~ ~ I ;C '::;"' I ; : ~ 1"51 l : ~ ! I I \ :l<ic' ~ic' / ! I ; / I/ "'u"' I "'"'~ I "' i;; \><I l;nl i "' -, I I + I ~ I-Giii-I :=.~: -0 ..... ~ x ~ I ~ -"' I ' ! I I I "LJ_J I -' LDT I CD PROP. 48" RCP §1 0. 05/. HDPP (HJGH DENSJTY PDLYETHELENE PJPD CONTRACTOR SHALL USE HDPP WHERE SHOWN JN THE PLANS FDR STORM SEWER. HDPP SHALL BE DUAL WALL, CORRUGATED EXTERlDR WALL WITH SMOOTH INTERIOR WALL WITH MANNING' S HYDRAULIC COEFFICIENT OF 0, 12 DR LESS AND SHALL MEET THE REQUIREMENTS OF ASTM F2306, D2321, F477, D3212 AND AASHTD M252 AND M294 TYPE • s•, CONTRACTOR SHALL SUBMIT MANUFACTURER'S CATALOG DATA FDR HOPP TD ENGINEER FDR APPROVAL AND SHALL DD ND HDPP CONSTRUCTJON UNTJL HE HAS RECEJVED ENGJNEER' S WRJTTEN APPROVAL PAY FDR HOPP AS LF OF SAME SlZE RCP \ \ \ \ \ \ \ \ \ \ \ \ \ PAVING GRADING ANO DRAINAGE NOTES CONTINUED \ \ \ \ 16. ND SEPARATE PAY FDR CLEARING AND GRUBBING CDMMERCI AL LOTS C LDT 1, BLOCK 1, LDT 1, BLOCK LOTS lA ~ lB, BLOCK 3) AND 55' DE ADJACENT TD EAST OF BLOCK 40 OF THJS SJTE AS SHOWN SHEETS 13 JN PLANS HEREOF. \ \ \ \ \ \ JN 2 ANTI AND \ 11 AND \ 17. PAY FDR CLEARING AND GRUBBING FDR 1) TEMPORARY OFFSJTE DRAJNAGE CHANNEL RUNNJNG NORTH JN FUTURE JRDN THRONE DRIVE AND ASSDCJATED BOX CULVERT NEAR DSO CREEK AND 2) ALONG THE TEMPORARY DRAINAGE CHANNEL IN THE FUTURE RJGHTS-DF-WAY OF MEEREEN AND QARTH STREETS AS SHOWN SHEETS 12 AND 13 JN PLANS HEREOF ACCDRDJNG TD A 60' WJDE STRJP OF LAND AS MEASURED ALONG THE CENTETLl NE OF SAME. 18. PAYMENT FDR 'BRJDGE" SHALL JNCLUDE DOUBLE 4' X 8' R/C BOX CULVERT AND ASSOCIATED WJNGWALLS, HEADWALLS, CONTINUOUS FOOTINGS, GALVANIZED HANDRAILS AND CONTJNUOUS FDDTJNGS ASSOCJATED THEREWJTH, ANY SPECJAL UNDERLAYMENT BENEATH DOUBLE BOX CULVERT, ALL CLEARJNG AND GRUBBJNG AND EARTHWORK ASSOCJATED WJTH BOX CULVERT AND ALL DEWATERJNG/WATER DJVERSJDN ASSDCJATE WlTH THE ABOVE. 'BRJDGE" SHALL NOT JNCLUDE CURB AND GUTTER, SIDEWALK, 8'LJME STABLJZED SUBGRADE, 11' CRUSHED LIMESTONE BASE, 4'HMAC, ALL OF WHICH SHALL BE PAJD FDR SEPARATELY. 19. PAY FDR HDPP SAME AS RCP OF SAME SlZE. 20. ND SEPARATE PAY FDR EARTHWORK, BEDDJNG, MATERJAL ENCASEMENT NOR DEWATERJNG FDR STORM SEWER PJPES, INLETS ANTI BOX CULVERTS. \ S89° 05' 03" W 159. 34' \ I I I I I ~ I \ \ \ \ I I I I I \ I I I I I I I I I I I I ai d "' ITT -r-- "' 0 '" 0 0 nJ d z u 0 R ,_ u " "' ,_ ,,; ,_ D _J ai VJ~~ ,_ ~a) "' r--,_ 10 a a: D ~r..: ""' Ei > " z D _J THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. al ()j - al Ln lf) w 0 D D (/] z ! 0 I• 30' 60' •I I SCALE: 1'= u (/] J> --t < Al~ l'l z l'l Q --t ' J>Q z Al t:J J> t:J (/] ~ --t z DQ Al :;;: J> 60' '-o J>c z tI1 t:J' ~~ Zn Q 120' I ~Ii!~., t:;~' o f 11/ ~ ~ ~ / ;"~,_'"I I ; \8ru+tl \'I I J r l 'i' 0 I ! l I ~ S! ~ ~ ~ o ~ ~ ~ ~ Kl ~ "~ ; '. ! \ I L Jj -~ ru II 2D'YR ~--__ '' ___ '_' __ ,_u __ ru __ -------------=----==~~=--~~----~----------------------=----==--~==~~=-:::!_] 1/:/ I "-L_L_~~=2_o'_YR __ =----==---l-5'=U=E ~~=--~~---- ~--= ~ =-----= ~--=-/'. 1 ~ \:: ---= l5'UE-=------_-_-_-_-_ --------------------------------------------------------------------rn------- ------------: ~::;:::_::=.-==-~~=~O'-t':"' ~E~=-==-=:....::=-==-==-:=:....::=-==-==-=:....::=-==-==-=:....::=-==-==-=:....::=-==-==-=1=5:_' =S=T::.R_:E=E=T-D~E~D~I~C=A~T~lD~N-==-==-=:....::=-==-==-=:....::=---==--------------~F==-P 36. 2 z (/] t:J l'l :;:::: t:J l'l Al Al J> 15' STREET DEDJCATlDN u... _.....-30' R <BOTH SIDES) I V 1 o -_ ------~/::_-=-1--\--\-+'-.::~--------- EP I \35.P7R2DP EP \_1 75 LF FULL SECTlDN 24.RCP CENTERED ON STREET EP VERIFY LOCATION OF EXISTING 16" WTR PRIOR TD ANY TAPS CWDRK) ON IT ------------ 30'R (BOTH SIDES) / I '--L.,,~___,,___,,,___::,,. __ -----EP___ EP / 35'.170 a EP PROP. 64 LF FULL SECTION LJ ;C 24MRCP WITH TXDDT SETS EA / ___ EN~ FL 33. OO_FULL LENG~ _ ~--_ ---- "' 0 --~- l5' STREET DEDJCATJDN L 0 0 0 aJ " z 0 z 0 uZ Al J> DQ 'l l'l i--o l'l' (/] J> -~---_ __!._ - z "----CL FM 43 C \JEBER RD. ) ---- __ JC CL Fi:t_ 43 C WE~R RD. l _ ___ _ ~ _ WITH TX~DT SETS E~H END, FL_24 1 33. 40 i_ULL LENGT'=!._ BENCHMARK --------------------------------------- -------- ~1 CM IN CONC HEADWALL, CL CR 49 I EL 35. 60 0 "' '" :;: "J> ci-n z . "' '" z" p Cl "',, 0 --"' w 00' ,. -w "' -w 0 J> n P_, ""' J> n -< "' -< '" ;<"' '" "'" """ '" "< . - z 0 ...... Q --- ----7. 5'WE - I >-D 26 0.....,. 23 24 27 00 ~ I 25 '<t"~ fri'.=i r-~ :~STA 24+84. 48 END 4' X 6' BOX CULVERT, I ---------..... i ~ ~ Kl / BEGIN TEMPORARY DITCH, FL 24. 64 ~ ~ ) ~END OF ROAD BARRICADE (DEJECT MARKERS) I ,........-:: -r--:--...... 1--1-~ v/_ ~_.....,...--STA 24+59, 48 END CS.G LT 22 f9-~v/"" "N-'_,, '~ -C/J~ a--0 ~0'"1+1>-",..,. o/_ & RT, TC LT &. RT 32. 42 I 1 .. ~ -.......: ·· .... ., "· -._ -~ ---FL 28 DD~ ~ ' ( I,,, ~.,~~:~~~~~~~~;~~";"~"~"~"~"'~'~";"~"·=·~":"~~,,,;,;-~·~-~·-~-~-~~ ... ··~--~-,,,,~~A/ii.~· Ril'C~F: I i i 1 -------:z :::::::--.;;. >'n.-: " ""'" 0 '""'" >'F//.>'-'"''""' " V//. '' ; I STA 24+19, 48 IRON THRONE R = 1- -1'-------,(-mJ.it'I. t;~ --_ 2+00 --3+00 $ 0. 3% ~ iq-4+00 ----=--'l~o:-;;)f--~:rrii:s~T~A~4+i:io~o~. ~D~2:rH~A~EGGiA~L~C!T~P~R~P~M~H ~ .---------------~ 7lJ--15wRcP-mm~ ~ \I RISER, TOP 3;;, 16, 2FL BOX C 4. 67 I TC 3\0 I ~ .. :.. ....:: ~~%~ ..... ~...:..+• .. :-~; .... ;.;;;;,,~ ... ; .. ~,,,~:~.~;,~;.;;:;.E;~;L ~ .. ~c~~;.~-~-~~~=~;·~-~~%~,,;"'~,,~:;.~ .. ; _ .. ;.~~·;,~,.~--~~---; .. ;·~·-~ .. ~~~11~:/.,~· ~~~~"-~ ~.Jl-~l\Y, f'~-&:f. P11L14 JT ~T ~3;~5L i~ ~~D Lr & [~~Eii ~~ 3 I ..,../ I I 1 ~ 5s;lNL4 E+5T50LOT,2 PTCC LL. ~ ~~ 3~~~0 ~\):I t ~1~ 1 21 "· ~/ --+ • ~tc -x : %~ ~ I ,,.,,, ,.,, .,,,. ;-;~ -I I 2 , YR FL 27 . 00 : (ry :o ~ I c sTA 23+26. 2 PT RT, Tc .....___ --.....--o1:1 f3'\ ci ' -~ ['T') LT & RT 31. 7 .... \::.; I II I'--% ---~ I ......____ ~ I 1~~ PROP. 4',6' R/C ;,...L.----1 ·~i ''1 /S-TA-1+-45-,0h_P_T&-END5'1NLETS "-i)i BOX CULVI RT @ 0. 05/.~~ ~ . ,"o ~ L,/_ LT & RT, T~ LT & RT 3L_ 6 _ I 19 I 1~~ 18 17 16 15 I ~ ?i ~~ '',,.,Z>'//~ ,,,,,.,.,.,.,,,,, ,,,,-.-,.-,r. >'/. 0 ~CONTINUED SHEET 21 MATCH LI NE STA 24+59. 48 - 4 PORTION OF A 130. 570 ACRE TRACT, DOC. ND. 2D19051482, 0. R., A PORTJDN OF SURVEY 135 ABSTRACT 581, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTJFJCATE 31 ANO SURVEY 139, ABSTRACT 577, CERTJFJCATE 33, SAJD SURVEYS NAMED CUADRJLLA [RRJGAT[DN COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP -f--1-7. 5' UE -- 5 6 7 -- 8 r"' -<"' '° r -< " -< ... WA> ~ _--l _ -1--25' YR _ -~ __ -~ __ -g:::;- --~EE _________ -----f-\: 4+00 5+00 s 0. 3% ::;::: J>n -lo nz :r: -I ,~ ~z zC fTl fTl t:J 20 I I~~ ST~ 23+00 FL BOX I ~ (/) ~ -15 ,,...,p ~1~· RCP 2+00 s o. 3 7. §5 \ ~= cuLVERT 24. 73 ~ f ~ l'-l+oo--·so. 3 %----- ~ --_J ~ -----J j h --, "' 3+00 ---+-~ -------+-- BLACKWATER ST s 0, 3% ------' _ __, nO ,Z ~~~=~~~~~~~~~~~~~=~l=~~=~~=~~~~~~~-~~-~~-~~-~--~7i.~~~.5~~t~~E-~~-r~~~=~-±-~=~=~~~~f t ,~---··~· ---= --· ·- §I ;. 7 " ' 1 ow ~ 11' STA 22+58. ~ PC RT, TC 1-..J I 13 --... 50 B ~ ...... LT 8. RT 32. 1 7 ~ ~ 11 12 14 ~I ~ : ~ ~: % 4) I~ l~~I , . ;: :ci a a : rih,,.., , , , 11 0 11 ~ '- PROP, 4' X( ' RIC 1,,,,_.-"'-~ r ~. "'' ''"le I I BOX CULVEf T @ 0. 05/.-!--; <C ! I ,'"STA 21+60. 17 PT RT, TC 3 10 9 2 -- 4 5 5'EE 25' YR 6 7 ::;::: 8 ,...---: -1--:---..,.., I l 25'YR ~ GBt : .fLT B.~32.47_ -----~~.(~--=----_--_-_-_-...... _-_-_-~ ,,,.-.,W Vt'.;r,,,.r.z.,.,. "1 ~~~ 1 1 STA 21+49, 17 PT LT TC ~ tGB --\~4'(/l'' ~i:~ii1i~~,;;~-~~,,iij~,,,;~,;;z, -;,;,,b:-~;i .. ii; .. ,;;.,;;_i ... ii;,,,~ .. ~ .. ;;_i.~,~-~.,,;,~~.~ •• d.,,;;i,!/.i,;;,,,~,,~",i'~=·~"~"="="="="=-=·= .. ,=,,="~"~==·":-:·:,,:·::·:·~" r-1--1 ~ ·~ ~ 5 EE ~T 3~ so_, FL 27. 70"" _J j ,J.'I/ I ,-~ ....... ,,,.,."";1.,· ,-,. .,.,,,,, nu/."EI. "EJJ/. I ( (~//,·~ -...: ~~~~~~~"~"·~-~'.~ .. =L_~ .. :-~-::~·~·=·~·:-~·-.; .. ;-~·~=·: .. ~·~-;~~,,~,,-~,~,,= .. =-~~~~-~··:-~-=:;;:~~·~;;:·~~~r.rc~.~:~~:.,~15~r~"!1:P'uP~.J~por.15~'~R~CP~,,;~,,,~~;L:2:5:,:5~::~~=~;o.:3;%~.~~~=::;::==7=+=o=o~~~g=jF~~~---~·-~-~·~s=+o~o~~~~=s's~o1.33~%~9=+~Doo='~:~~::~~~~~~ ~ ~ J> -in no :r: z -I I t+oo -2+00 ~ io so. 3% 3+00 ----4:oo =::-::-!--------+--------ti;;I ;;u --DR_O_G_O_N_ ST ' 1-...L------_,l!J,,it' f--------O! --= --15 1R~ -0 VFL BOX tt:1 o t:j 0 ,....y ' 1 l:l ci DROGON ST -s=o. 3% o , CULVERT 24 83 " s·o 3 , - I Tc 3~ro 1;;,. __ ,1 ~./£·~"'"'· ~,.,,,.,..,.,.,.,.,.,.,,,,,,,, .... __ .... .,.., z.,.,,., ..... ,. "'"""' ,,,,, .. ., ,.,,, ~, .. .,,,.,. .. ~-"';,,,,,.,,., ~ ~+:L"~·~·~·~-.... ~;-~~,~~~~s;!D;.3;%;·;;:;:~;;;~~~;;;;;;;;;;;·;·;;;;~~~~~~~~-•z I u~\ \\, 2--,::• " S-FE --Ln., ~ Yi1'\~,1 ll /l~,~l :t}..,.,~~-"-25;,,~9,,, l ;:•UE ,,.,., ,,.,_,,,,,.,.,._,.,~_;'(~_"'_""_' __ ._ .. _.,,_,,,,,_.,_,,,,,,_,._,,.,,,.,._,.,.,,.;~·":TL":; 3 ;~0:;-.--~~ I 1 ""·:.:._·:_:·e-:/ ;'" 25'YR ~~ ;; ~II ~;~ 1 I~~ I r~~~~2 ~~~R-;--2o'YR -------------;::;~ I ~ (J'o f3\ ~ 'I ~ VJ ~ z ~I STA20+70.17PCRT, +-J:::>. ---------~ ~ 10 2 ~: 1 ~ ~ ~ 1 I ~ ~ ~ I I TC LT s. RT 32. 03 LOT 1 8 : ~ 4 3 ~ ~ D ~ f--I ~ 8 I --.,, ;: I I 6 5 !~ ~:'.'.~ ~':J I i ct l ~PROP, 4' X6' RIC BOX 0 [ ~~ ~~; _JI ; "' ~ ~ 11 1 CULVERT@ O, 05% 7. 5 UE I I ---------1 1 I ~ I :r:~ '·', I I ---S89"04' 28'W 513. 61' ,....-;· N ' 7, 5' UE 11 I ' I ~ I : I 1 I 8~------ LDT lA, 334, 530 SF = 7, 680 AC PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2D19035726, D.R., A PDRTJDN OF SURVEY 135 ABSTRACT 5Bl, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTJFJCATE 31 AND SURVEY 139, ABSTRACT 577, CERTJFJCATE 33, SAJO SURVEYS NAMED CUADRJLLA lRRlGATlDN COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP 1+00 35 NG ----- 30 PROP. 4' X 6' R/C BOX CULVERT -........ 25 !5'RCP 2+00 -----1------ \...STA 1+4 '00 PT &D LT & RT. TC LT & R .,...-FL [NLE LT 25. 2D l'\__FL 25 ' 10 20 N 3+00 4+00 ------1------------1------ PRO TC LT 8. RT @ 0 3% 0 5' lNLEn 31. 97 PROFILE -BLACKWATER ST 5+00 ------1------ GB LT ~ LT & RT 6+00 35 ------ RT. Ts/ p3, 02 30 25 20 ::;::: J>n -lo nz :r: -I ~ 'z ~c z fTl fTl t:J ' no ,Z (/) (/) -I :r: J> fTl fTl O' -I + .,,,, D D 1+00 35 2+00 3+00 4+00 5+00 35 NG 1-------------1-------------1------------ \ PRl p TC LT 8. RT "' '3% L STA 1 +68. 42 PT LT ~ RT, STA 4+55. 0 => PC LT ~ R TC T ~ RT 32, '6 5' lNLET LT TC LT ~ R 30 FL 1 NLET L- 25 20 PROFILE -RHAEGAL CT 1------NG ------ I , END _j ~ 32. 10 28. 00 '~ F 26. 00 / STA 24+19. 48 IRON THRONE DR = STA 4+00. 02 RHAEGAL CT, PROP MH RISER, TOP 32 16, FL BOX 24. 67 30 ....----PROP. 4' X 6' R/C BOX CULVERT 25 20 ::;::: _:= ----t 111 ! l5~·;11I 111 1 'i!j ,, :111 0 1+00 35 NG 2+00 3+00 4+00 5+00 5+00 7+00 8+00 9+00 10+00 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~35 J> -in no :r: z '" J> ,. c; '" :;: " ·:i: "' ,, . "' '" -w -0 PROP R/C COLLAR, 7'-4" WIDE X FULL PERIMETER ND, 3 RECTANGULAR BARS FULL PERIMETER 5'-4" HIGH (OVERALL DIMENSIONS, FULL PERIMETER OF JOINT)~ ND. 3 CIRCULAR BAR --......o'-73'y~ 6" -' Q TOP OF 48" RCP_/ \_TOP OF BOX CULVERT PLAN 48'"RCP SECTION A -A A L NTS 3" 6" / A J 4'X6' R/C SOX CULVERT 3' '--...s· PROP R/C COLLAR, 7'-4" WIDE X 5' -4" HIGH (OVERALL DIMENSIONS, FULL PERIMETER OF JOINT) -R/C COLLAR AT JUNCTION OF 48" RCP WITH 4'X6' BOX CULVERT NT5 11 I ~ I !1 ! ~STA 18+10 PROP MH RJSER, TOP 11 I ' !u-1: 31. 93, FL BOX 24. 97 15 LF 3 D. HDPP, FL 11 I ~ V ~ w-;I STA 18+10 CENTER 5' / ~ INLETS LT S. RT, TC LT 8. 25. 20 ANO PLUG I ! I ' ~: I RT 31. 85 Jt11-+-L ~'.:IJ+ll~'j''.'!<tlf--.!\l\l:~f,li. r-15 LF 30'HDPP, FL FL 25, 10tll I ' ~I ' ' 25. 20 ANO PLUG 11 I ; I 11 FL 25. 10 I --.·' l,111 11 1 ~.'~o· "', : ~ l-1 25 ~I ILJ21 ~ ~ I-~ ~ 1~1 1 ~ "'I I iii 11. I 8 I PROP, 4' X6' R/C BOX j ~ I ~ I I CUL VERT @ 0. 05% 11 I ' 7" OW ~ I 1 I 13+00 LDT 1 14+00 ----------1-----------1-------------------- PR[ P. TC LT 8. RT @' 11. 3::-:%:--. ---+---....,!.., PROP. TC LT RT I" 0. 3% GB AT TC LT MATC LlNE./ & RT 33, 30 30f-~~-+~-+-~-+-~~~f--~~-+-~~~+-~~-+~~~-fff-+~~~f--~~++-'<-~~-+-~~--j~~~-+-~~~-+-~~--+~~~-+-~~~+-~~-+~~~~30 S A 4+55. 02 "C & ENIJ 5' STA 5+ 5. 02 PT LT &. '-STA RT, +68, 42 PT l T & C LT &. RT ' 2, 96 [NLETS LT & IT, TC LT & RT 32, 10 RT, TC LT L RT 31. 93 FL INLET L 27. 70 15' RCP FL 25, 34 PROP. 4' X D' RIC B X CULVERT 20~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~20 PROFILE -DRDGDN ST 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 STA 23+85, 48 ENIJ 5' INLETS LT S. RT, PC LT, TC LT & RT 31. 79 23+00 -I 1~ ~z zc fTl fTl t:J t:J 0 •z (/) (/) -I :r: J> fTl fTl ...... -I D + .,,,, 0 0 STA 24+53. 48 PT LT, TC LT 32 40 24+00 ....... O' C\J Ul + 1- '1' w C\J w <I :r: I-(/) (/) p WW z~ ~~ 111 : 5 B !~111 11 ~ 1 ~ I 40 ...J 1- :r: z UO STA 20+8, 17 PC 40 I-U STA 23+2 , 27 PT RT, ...-r ' I ' l I 11 I i ~ , I I lll :[;i: [;i !11 1 11l l TI1~l 11I 11 I '; t I : I 1 I LT, TC L 32. 66 TC LT & T 31. 97 ~ ~+ C\J PR P. TC LT @ 0. 3% 1---CL ROGON ST CL BLACK~A ER ST -I 3 -~ STA 1 +10, DO CEN ER 5' INLE S STA 20+70. 7 PC RT, ~ ------STA 14+06, 66 GB LT&. LT g, T, TC LT g, RT 3 1. 85 STA 21+ O. 17 PT RT, ~ tJ 35t-----+---RT~,_T_C_l+T_•_R_T_3_3_,c+o_,,+.----+-----+-----t-----+-----l-----+-----t-----\l-----+-----+----+-T-C_LT_•_RT+-3-2_._63 _ _..,c+--\--~l-t-~l ___ t-rT~C~L~T_&c.+R~T_3~2~,~4~7_+----'-+---+-+---+--t-ot----\f-j35 <I~ --PRDP:---::-c-LT_i:_T_@_o.3% -\-----------------------------·----------------------------------~---- 1-(/) tr-_.T._c_.L_.T-t~~..ll.~t:~w.r..4Jl...il3Z.%..!..~-:k~ .... ~:£.,.~TW@~O.J8i,;5~'l.i'i-TC LT & V1 '-...GB AT M>TCH LlNE, PROP. Tl LT 8. RT @' 0. 3/. PROP. TC LT RT @ 0. 3% STA 21+49 TC T & RT RT 32· 42 2: TC LT &. RT 32. 47 STA 18+1 PROP MH STA 22+58. 67 PC RT, , 0 3 0t-----+----+-----+----+-----t-----+-----tt-----+-----t-~R~l~SE~R~,_,_T~P~3~1~.9~3'--++-1---+-----+----+...----l-----+--L-T_,_T_c_L_Te-----ll--~T~c~L~T-"•~R.:.+~3~2.~1~1--+-----+----@~o_._3_% __ -J-+-l--.+-.j 30 <IO' PR TC LT@ 0. 3% ' LL. 11 I I I I I 1 I STA 15+00 END 48 1 RCP s. BEGIN 11 I D ~, I 1 I 4'X 6' R/C BOX CULVERT, FL o BOTH 25. 12. PROV JOE R/C _..!J-C-llll--il-~ COLLAR PER DETAILS THIS SHEET 11 I ~. i I WP zw p <DP. 48' CP @ 0. C 5/. PR P. 4' X6' R/C BOX CULVERT I<' 0, 05% PR 4' X6' R/C BOX CULVERT @ 0, 05/. ~~25i"""""""""""'*"'""""""""""*'""""""""""""r----~,_+-,_,_~,_,__,,_,_,_+-,_,_-l-,_,_--+~ ..... """'t""""""""""""t""l::-""""-t-""""""""-t""""""""""""l-""""""""+-""""""""...,.,_~....,r-~~,...~~-t-~~....,---------*""------"'*'------;;;;;;;;j;;;;;;;;;;~---~..:;::.;;1.-............... .J....._ .. j I I :r: 1-u z 1-0 FL 48' RC::. 25. 25 STA 15+bO END 48•R P S. BEGJN 4 X 6' R/C B X CULVERT FL BOTH 2 . 12. PRDVJDE R/C COLLAR FL BO CULVE T 24. 97 STA 2 +19. 48 IRO THRONE DR = STA 4 DO, 02 RHAE AL CT PROP MH RISER TOP 32, 16, FL BOX 24. 67 11 I ~ ' I 1 I ~S~TA'-c1~42:¥+2~6.-:f6"c6 *GB~LTni&':---4-Lll I : t t ; I 1 I ~u20~--~---~---~---~---~---~--~---~---~~--~--~~--~---~---~---~---~---~--~---~---~---~---~---~--~~20 RT, TC LT~ RT 33. OD I 11 ~11 LLI-:--j ! I I 11 I l ~ : I 1 I 11 I ' i I 1 I 11 I ~ I -"' -:++PROP. 48" RCP I . ~ "'a , I ., o. o5% 11 : 11 I I i "' ~ l I L-----------------------!'L~OT!:-:!l~A~,~B~L~DC~K'-;f3-------------~\i\-+j1~~ 8+ I ~I I LOT 1B, BLOCK 3 % ~ "'~ ;, I " I ;~11 GB AT MATCH LlNE, 11 I ~ ~ ~ I TC LT &. RT 32. 4 7 ~_l.1-1.Jll;l....Jl...'G~B""-'G~B--"""~~....LL~ FL 48*RCP 25. 25~ MATCH LINE CONTINUED "A' STA 12+50 FROM SHEET 2 PROFILE - LDT 1 IRON THRONE DR THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE1 I"= 60' 120' I OWN. CHK. STA 24+84. 48 END 4' X 6' BOX CULVERT, BEGIN TEMPORARY DJTCH,FL 24. 64 BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD, , TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEWER PROFILES PLOT SCALE: SCALE (H): N WEI SH SCALE (V): DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD2 AS PGD 08068 SHEET 2-_ OF 33 1+00 40 2+00 40 1+00 40 2+00 40 CONTINUED ON SHEET 6 MATCH LINE 'F' STA 4+75 CONTINUED ON SHEET 7 MATCH LINE HG' STA 4+75 BARS •A• IN TOP 8. BOTTOM SLABS, #4 X 24' LONG ~ t2• DC MAX rrA 2+ C&G LT LT & R 2. 50 END & RT, TC 3 l. 26 Ln (Y) 0 (Y) Ln ru 0 ru Ln (Y) 0 (Y) Ln ()J 0 ()J SINGLE 4' X 8' BOX CULVERT DOUBLE 4'X 8' BOX CULVERT 35 STA 1+44 & RT, TC 30 25 , 98 PT LT RT 31, 0~1 NG r-----I -- 35 C LT&. R @ o. 3/. 30 25 20 20 PROFILE -RIVERRUN ST, PORTION OF A 293, 041 ACRE TRACT, DOC, ND, 2019035726, 0, R. , A PDRTJDN OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD., TX, MPM DEVELOPMENT, LP 1+00 40 STA 1+44. 96 PT LT RT, TC LT & R 30. 87 3 5 r---+---+-----i 3 5 NG ----'<;F-~-~----~ 1 3 0 r-----+--,__+-< 3 0 TC L RT @ 36 37 35 STA 1+44 & RT, TC 30 25 98 PT LT RT 30. 431- NG ---------, l '-"' l..-1 ~ I.., @ 0. 31. STA 1+92. LT & RT, 30. 57 35 50 END C&G TC LT & RT 30 25 0 0 + -q-u >-- f-0 _J "' u f- 1- (/) 0 0 lf1 "' ru + f--~~-+---IJ--'~"-""-+-~~~--1 -q-u I-ci >--_J @J u h- - I- (/) (/) BARS • B' 15' X 15' L -BARS IN WALLS OF 4'X 8'BDX / AND IN WALL OF DOUBLE ~ 4'X 8 1 EDX ~ 12' DC MAX BARS 'A' IN TOP & BOTTOM SLABS, #4 X 24' LONG @ 12' DC MAX ~ - ~ .-----:RDVIDE 36' DIAMETER OPENING IN WALL CENTERED ON 4' X 8' BOX CULVERT TD WEST. PROVIDE 8 ND. 4 BARS 36'LDNG IN SQUARE FASHION AROUND DPENJNG 20 20 0 0 + (Y) ~ z <'.[ _J (/) c-< "' ru >--d -"" '" >--0 CH>' 1--z <'.[ _J D > DETAIL JUNCTION OF SINGLE 4' X 8' BOX 0 0"' + f--~lfl"-i--+-f--~~~~+-~~~--1 CULVERT WITH DOJBLE 4' X 8' BOX CULVERT PROFILE -NAATH ST, DC <'.[ w (Y) ~ _J +u ru >-- !NOT TD SCALD 15 rY1 I I <: ' >-->--~(>' : ~~ : ~ ~~ ~ ~ ~= I ~ "'~ I ""~ ~ CONT I NUED ON SHEET 7 w _J CONTINUED ON SHEET 6 o ~:: o o >::;'" 1 f-o o__ MATCH LINE 'G' STA 4+75 MAT c H L I NE , F, s TA 4 + 7 5 c; f-<»_-.. -1-1-,-+-----+-------< gc c; 1-----i>--,,..:::c_+-11 -lf--=~----+-----1 I I 1 8 I I ~ I t '~ 34 \~I I ! I I ;~TcLT•3~T3161 I I ru !~] ru !~: ~ I! I 1j ;1 TCLT&RT29551 I I ~, ' I I I I "' , I " -I I I ' • 'i' 'i' 1~,f -,--I -"-1r,2""'0• o .~"1,---;l'io-'no. ""'77i:J,rl __, ,_ , ~ I-I-I \:--J I ~ : 0 I 0 : I~ ~ I I I \ I ; 'i' 'i' : I I I I i:j : -'( 0: ,1 -I~ I 19 I I . ~ i ~ ·. '-I I 35 I I I \ " 0 I 0 ' 0 ' @ I ' I ,, l~-1-~.lr,,.,=. <,"'.,,.----03Q-=,1.0s"17\-ll-i-\11H Ill J .... ~/-1~ ~-11 II 36 --!I II UlUl• : : I 1-k::='o;:------;~r'Hl.li ~ •. ! \(Jl 12l I I ~ II= 16 VY : t~ :. , -8 ~! 0 ~: ------31 -t -~ 20 ~1 I ~ , .. I~ l 1f-l,-i'".;-'-1"'"'~c---------ll-Ui-j_ I 11 I 0 I f'l ) I I~ ~ I I W + Ln O , I I --------, I I ~ ~ l 1 I 36 I Pii I I ~ . 't i; : ~ I '21" ·~ ~ .,---1 ~ o m o ~ ~ o m o ----, . . v i ., I 37 ~ NI , , M C\J ru , . , M ru ru t-.--~----'--"<,--,--r-i1ia 'Ii' VJ ' I I ' 55' Al D "' 55' (Jl (Jl Al D "' I I I I I I "' a_ I --~~ STA 1+ 2. 50 END C&G LT & RT, TC LT & R 31. Ol 25 25~--~--~ I I I I ! z;; ; I~ <Jll l'l I I '-{' I j 0 (/) ~If+-'"=.!'in ,c::--,:,---= r-;, n~7\ll I ~I 11 11 "'I 1 l r;:. 1 1 I Ir ~I~ I 21 2l_1 '1 \ ft1 _,t 1 I I~ ~. @ ' ~ ,/ ~I I ~ I~' l I '1 I I ~ I I ' !--' 37 I ---+1.,f--icl ;==o:;:-----:-1 ---;c=-;:;;,">t-1 --t:1~ g;:;l".'l '. I I 38 I I~ PORTION DF A 293. 041 ACRE TRACT, 1 1 I~ ~II ~~: ~I !"wi,kl~!-+-1:-@-0------.-1 ---1 I I I I I I I I I I~ I ~ -,J " I~ I~-<-I I :::: DOC. ND. 2019035726, D. R, ' A PORTION OF SURVEY ,) ,;' • x !' '' I 18 I I I < I , _ 135 ABSTRACT 581, CERT!FlCATE 29, SURVEY 137, 1 <Jlc·.I 22 I "'I '.,· O' RD · ' I I'-I I I -~ ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, " ' '-38 PROFILE -BRAAVOS ST. 38 ~ 0' RD ~ I~ I" I I ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS : 28 BB : I. ....... I \ I ~1 HliHl2~8+B~BH-f,I' NAMED CUADRJLLA IRRJGATION COMPANY, NUECES I "'1 I I ' 1 I 1(3U56) ',, ~I ---+--1 I \ I ~I ! ',, --' I 1~3134 32. 21 I I CD. -TX, MPM DEVELOPMENT, LP I I l l_l'"_·-t · ' I I ' I I h------1,.---+----H,1 ~ : ~ ~ ~ I 39 I I ~ '-' ~ ST 1A 2+32. 50 GB"'l T &. I \ I I ' • -w 1 -w I I I STA 2+02. so END C&G 23 ' t'!l 0 l \ ~ I RT1, TC LT • RT 30.,2,8~ 19 I 1 '-END OF ROAD BARRICADE I I I I -' I I >: . ~ ~-•. LT &. RT, TC LT S. RT END OF ROAD BARRICADE LT END OF ROAD BARRICADE STA 1+92. 50 END C&.G ~ 39 PROPDS D DI Tr~ PROPOSED PARALLEL I I ] ~ : . ] : ~ ] I I I <OBJECT MARKERS)'\ 31, 26 <OBJECT MARKERS)'-/~T~T~+i~· E~ ~N~Tc~g. 57 (OBJECT MARKERS)'\ LT&. RT, TC LT Br. RT a vi ~ I BY i HERS HEADWALLS/FOOTINGS rnl10+78 86 PT LT, I ·\~l \. ', I a o o o ,,-so'Row12s'BB ' ,,-so·Row12s'BB 5o·Row120'BB-...,. o o o a3t.01 I ili';:-31) (30:47) i l 1ct1 /!> ~I I~, /(I ~~~PCu~~E~~ ~~u~b~E~,~A~~ c L.:T &. RT 3U. 32 " ! ~ ru ~ I sTA 1+44. 99 PT LT B. .I 1(32. 49) 31. 62 II I ~ 1~1~1 _1,,~ II 31. 62 @ I I ~o a ~' ' n.ilMn_ RRl I 1(32. 19~ "'I I ~ 'to I :. ~l(3i, 32~ Q I I 24 : ~ (,I) ~ ~ OF HEAD\.JALL BOTH ENDS I ' ·~ ,. ~I ~,I ~ :t J> :1' ~ q·~ ~ '~ 24 'u ~ : Al '· ~~·~ 48 eJ I I I I ~ 011 '" (Jl ' J> ' ' ' _;_I 48 IS' I I ~I \'-' i • ~ ' -~ /; I STA 32. 99. 53 END C&G LT I lnD I I ' STA 19+46.84 PT LT I -<I m AJ a ~ l11J I f24' ~I J:~ _,Ii '·' ~ril :;i:is-~A 1+44.98 PT LT o I I '° 1:i j< ; A 1+44.96 PT LT Br. II II FL 25.72~\l II ~ j ~ I FL 25 00~ \ \ !/ /&.RT, TC LT Br. RT 30.57 'I BEGIN 5' INLETS LTll I "' I ' AJ ~ i 'l' SlfA 1+44.98 PT LT. I \!':Y ~ ., ,M ,, • _J I ' D '""RT, TC LT. RT 30.87 lO'YR/UE -~· .'~-~: .[!__5•rr,-ro'Y1<1UC--'--"' 39 40 N I I~ ri 1uk i i I RT, TC LT i RT 30 H L _J_ j ~ "' n.v y TC RT 31 09 ~-FL 26. 13 I ,___ 1".'l ·, ;,,; R1___TC LT ~R~O. 43 ,==, lD'-'1'.R.LOC ~ ' V?I , ~-L_ -E~ !==! 7; I \~--s~-~~-:=~===0~----1:;~~~~iMi~~~~6,,i~~~~Y~h1~~Yn;.;~ I l~z ~~~~R .~,., ~-~.,t"', II I ',,;!;-_j-s~ ----lO'-¥lUYt_lj-___::-___::-___::-___::-_ --ji:· ".'l , -~.,, ,,. ~==:-'-:::,;:,,,,:~~ ,,, ,,,, ,,;/'')V \~~-----~FL 2 5 '93""" ,,, ",,, ,,,,,,,,,,,,,,,, ,,,,,,,,,,,, ,,,, ~ __,,:1,".'l '.\__ '"" ,,,,,,,,,,,,,,,,,,, ,,,,,, ,,,, , ,,,,, , -~ J 0 ~ ,,,,_, ,, ,,,,,, _,,,,,,, ,,% '; 7-"· =·"' 'l~ ~~,;;.~ STA 32+44. 53 GB & CL DOUBLE 3 6' 4 ~ ---~~ 1 '· ,,,,. '""'"p /.1f \~ '"''"'"""" """"I..,,,,,,,,,,,.,,,,,,,,,,,,,,,, r.-;,, ,.,..,.,,,,.,,I..,,,,,,I. ··""""7.1....:"-,,-. /~ I ~'... 1~1 __ ._1 ~.. 0 _ ---" g ~ _ S-0,3 :% -15MRCP 'i' 15 ~<CP ----S 0.54.rL 22,70, · · 8' BOX CULVERT, TC LT Sc RT , C 1--1 _____ FL . 32 g __ .~FL ~6 01 ~'.% S O 3 /. ___ -so. 3:% -15 , ~CP ~ 15 R~ s-o, 31:: 27+00 ~ 28+00 29 +00 3 o+or '"( 31+00 LJl ~ s-o, 05'.% 32+00 "'-j _ /3. 51' OFFSET IN CLs ::;;:: C!l> D -I zn -I :r: 18+00 35 STA 18 'l • Al l'l D • :<:: 30 (/) 25 (/) -I :r: l> l'l l'l ~ -I CJ) + 20 ~o 0 PT LT, & RT 3 r TC-t-r 8< ~ ~ '--Gs, TC I RT 30, 51 PROP. R/C BO' @ I \_GB, FL i ~ ~ r FS~-O~.s,0.35~.~. ----;;, <CP19 +00 j 15 Ref 20~0 ~DRDGDN ST ui -...i 21 +0 ~ . 22+po 23+00 24+00 S 0. '.% "\'.. 25+00 ~ 26 +oo ...: -1 t-:e 1 -+ I 0 CL FUTURE STREET ;j ~~/~~~·~,,~,~~~~~~;'~~;~-~~~~~-+~~~~~~~~~~~~,~~~~~~~~~f!j~~~~;;;;i~~s~o~.;3;'l.~~~~~~~;;;;;~~~~s ~o~.~3;Y.~~~~;;;;;;;;;;~~~~;'~~~~-~~~~~~~~~~~~~S~0.~3~%~.~~~f!j~,t'l ~~~S ~=0~.;3:%~D~R~D~G~D~N~~S ~T~~~~~~~~~s ~o~.~3;Y.~~~~l~~~l~~s~o:.~3~%;;~~~,~/~t~~L~25:·~o~o~~~s~o~.5=4=%~~~"~"/,~-~f~~-~},~"-~-~-i~.:~~~?~~-~~~~-~~·:l'o~-----~-E-N-D~DF::R~D:AD~8~A~R~RI:C~A~D~E~(:D;B~J-EC-T~M-AR_K_E_R_S_)~~~~~ I S-o, 3'.'I. :...:; ----s o. 3% -----s o. 3:% --,,, ' I FL 25. 93 ·Ji1 ' i ,,,., ,.,, "' ,.,, " .,,,,., ,,, ,,,,,, .,,,."' "'" ,.,, . " ,,,,u ·'"" .,,,.,. ...,,.,., "" """ ~~--.;::;s __ ~_T ~~l,,~!1~-~6--"" ,.,,,,,, ,\}I',,,,,,,,,,,,,,,,,,,, ,, ,,, ,,,,, ,,',,,,,,, '.,,,,I\:~: 22+36:·~~-;T --:;"'"" s ;;/.;4+5 ;-80 PC·"',,,,/""'!,,,,,,,, .,,,.,,\:T ~,,;;:;1 ~8 ~, ;~ :T ,,,,,,,,,. s ;'~'27 ;;3,8~ PC ,.:;1")~ ",,,,..,. ,,,,,H,,,,, .. ,/..,,,,~i AL~8 ~~~T 8 ~o:j6LT ~~~ §~i~~E~0 L~; ~c ,)/ PROP, 4 ' x B' 1~~ ~ 20,00 AC. TRACT, DOC. (/) -1~ --\---~ \, LSTA 19+49. 80 PROP MH STA 21+68. 80 PC LT,/ TC LT 8. RT 30, 79 END 5' INLET LT, TC BEGIN 5' INLETS LT 8. GB RT, TC LT 8. RT LT B. RT 29. 72 R/C BOX n.i ND. 2005027456, D.R., -"',.-RISER, TOP 30. 22, FL >--LT ~ RT 30, 13 RT, TC LT ' RT 29 93 30. 57 25. 00 AC. TRACT, DOC. ND. CULVERT @ 0, 5/.--"' LONDON IND. SCH DJST. ~ J>~ == == ~== := :=: BOX 23. 35 TC LT Sc RT 30. 79 1¥ 2008018783, D. R,, LISD STA 30+84, 80 PROP MH :r;:t_ ' ' STA 25+24. 80 PROP PROP, 4' X 8' RIC RJSER, TOP 29 · 62, FL BOX 22 · 78 PROP. 5' TIED SIDEWALK BOTH l'l ~ PROP. 4' x 6'~ 4' x 8' 2iog~o1Ai7s;RAgTR.D,DCLI~g f!j MH RISER TOP BOX CUL VERT @ 0. 5% STA 30+81. 80 PT LT • PROP. 4' cw l" TD R/W SIDES OF STREET, SEE ENLARGED -I~ RIC BOX ' PROP. ~"' 30. 03, FL BOX 23, 06 BEGJN 5' JNLETS LT • LJNE AT FOUR CORNERS OF DRAWINGS SHEET 14 ULVERT <> 0 05"' RIC BOX -"' RT, TC LT & RT 29. 52 p ) -I' o 0 C " , ;, CUL VERT @ O, OS% ~ 0 DOUBLE BOX CULVERT C TY · STA 19+12. 86 PROVIDE RIC COLLAR AT JUNCTION OF 4' X 6' CULVERT WITH 4' X B' CULVERT - + '" cu cu >-- "' "' >--LJ V> >-- NDTE1 CONSTRUCT DOUBLE BOX CULVERTS, HEADWALLS, GUARD RAILS, GRADE BEAMS, FOOTINGS, ETC. , ACCORD I NG TD ENLARGED DRAWINGS, SHEET 14 AND TXDDT DETAILS, SHEETS 25 -32 HEREIN 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 5 78, 86 STA 19+46. 4 PT LT STA 22+0c TC LT & BEGIN 5" lNLETS TC RT 30. LT & RT, T LT & RT ], 32-=\ STA 21+i 8. BO PC LT, -RT----l-3_Q.J_2~_ TC LT & RT 30. 79---. ------1-------------------. ' ' IL \ I " ,_ c' . T & T: RT @ i"----STA 19 TC RT @ 0. 3% 4' x 6' CULVERT ' 05/. 3. 42 \ 49. 80 PROP MH RISER, TOP 30. 22, FL BOX 23 .. 5 PR DP. 4' x 8' RIC BOX CUL\ ERT @ 0. 05% \_STA 19+12. 86 PROVIDE RIC COLLAR AT JUNCTJDN OF 4' X 6' CULVERT WITH 4' X 8' CULVERT , 86 GB RT, STA 22+3 . BO PT :~ LT, TC L • RT STA 24+53. 80 PC & rSTA 25+21, BO P LT, STA END 5' IN ET LT, TC BEG lrN 5' INLET LT & RT, -30~9J_ LT B. RT 3 ~~-RT, TC LT & RT 29. 93 -------=----.--~-----------r---------------, ----- " ,_ Tl I I K.. I< I ], 3% _j,/ 3% J STA 25+24 80 PROP c RT @ 0 MH RISER, TOP 30. 03, FL BOX 23. 06 PROP. 4' x 8' 0 RIC BOX CULVERT @ 0. 05% PROFILE -DRDGDN ;:>7+33, 80 PC LT, GB STA C LT • RT llO 57 I ,-STA 28+( l.80 PT LT, END TC LT • RT 30. 36 LT I -----,_ ___ -- '" ' "· II I I II. RT @ 0, 31. TC T @ 0. 3i _j STA 30+81. 80 PT LT 30+13. 80 p[ • & BEGJN 5' INLETS 5' lNLET LT, TC LT & RT, T C LT II. RT 29. 72, RT 29. 52z \. I STA 32+44. 3 GB • CL DDUBLI 4' x 8' BOX CUL 1 ERT, TCLT&RT 30. 40\ NG ~ 3 ' STA 32. 99. 53 END CB.G LT &. RT, TC LT & RT 30. 57 LT "' RT @ ' / "" 3 0. 31. J TC \ I 0 TC RT @ PROP. /0 RIC BOX @ STA 3( +84, 80 PRDf 78) MH RI' ER, TOP 29, 62, FL BOX 22, THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO_ 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0. ' 54/. ' x 8' \ / :-L- ~ TC LT &. RT @ 0. 3% CULVERT 2 /FL 22. 70 5 05% '--, DOUBLE 4' X "'-BOX CULVEI T 8' 0 30' 50' I•• I I SCALE: 1'= 60' 2 0 120' I OWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG_ NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEWER PROFILES PLOT SCALE: SCALE (H): N WEI SH SCALE (V): DATE PLOTTED , .. = 60' SAME NONE 02118/20 COM. NO. JOB NO. PG04 AS PGO 08068 SHEET _2_ OF 33 N PDRHDN OF A 293, 041 ACRE TRACT, DOC. ND. 2019035726, D. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD, , TX, MPM DEVELOPMENT, LP I I I ,------------1 I I , :I ~I ---------;, ,,-111)\~1 TI\:(.(\~G\( \1'41GG t~ ---- END OF ROAD BARRICADE /STA 14 +83, 44 END lB'HDPP 1 u \ l-P (DEJECT MARKERS)~ UG L 25 23 AND PL , F · I I I \_ P, I ST A 14+ 73. 44 END CS.G LT I I I I ~ RT, TC LT • RT 30. 82 18' HDPP @ O 12/. I I I / I I I 1 ~@1s 9 1~ ~ ~ ;~.,~~ f ~~I~@ 36 ~11 : -----------1 i-------------~//~ _________ _Ji r t8-- I I FL 26. o"li ~ · 1 ~ -srA 2•60 · 25 MEEREEN sr 1 CL PROPOSED TEMPORARY ~ 1 1 Q z .STA 14+18. 44 PT @.. I i.. ~ : I l ~ = ~TA 13+83. 44 BEAR I I I I -I \ !END 5, INLETS LT ~ .' I i IsllAND sr PROP srn MH, ; /END DF ROAD BARRICADt DITCH, I SEE SECTION ON I I I 1 ~ ~T~T.l·~g E~ ~Eg~N 3 g~~9Lz 1 c;;· TC LT. RT~~~dJ ·:~~ ~·--~.~~5 ~!y~~~ v-~~~E~-M~R~E:s~~J SHEET~\--------/-~------------\ 1_ i ~ STA 00+85 BEGIN PROP. \l ,,.. O'J.Ud/."If'U"" ,,,,.,..,.,.,,..,..,.,.,,.,,, ~ ~-#~ t-..._ \~r o\/ / / ,, / / / / / 1/ '( / / / / / / / ,, / / _..:._ / I/ / / 1·1 0 42wRCP, FL 24. 42 AND PLUG~ ]o ·;;1+00 . ~q 2+0 ~ :'!;~~ 3+00 MEEREEN ST ~' oo _s+oo S=0_._221. L-r~oe----:_-----.--{=----T-!'.ee-~e:-cc1. -~+oo --"" Z~~J~~/~~~K~~~~ICADE 10 ~o 42' RCP @ 0. 1 /. / U, _,--21' RCP 48' RCP @ _0, 1 /. 0 ( , '::~f*,.~+;:\~~!~· ~~~P~F~E~:~~~P-/ -/-/ -;;--/--b-t--,-/ -/ -/-/ -711 /, / _/, ~ ~ '" "~ I ,}' ' I I I ~i~ i~oE T B~G~~ ~~G 2~ T • : fT'.:~~ ~~~~~·: ,,,~,))~ :-· ; f ·~~-A ~~~· :T:·;~;;,~~·T I -~i~-~92 f~-;; R~&~1~ ~:: ~ \ / L _ ----riir~~M~~R!f ~ ! ~ ~ TC LT • RT 30. 95 I , ', I I 'bil "--TS LT • RT 30 · 95 I I ri I I I ~ -I II I ~;AI~~~f~ ~i ~CR~, ~l~g : ;~ Dt i Fiji 25. 61 21 II I ,0 VJ : ~ i-----------\ : ~ i ~ ~ PORT JON OF A 293. 041 ACRE TRACT, DOC, NO. 2019035726, D, R., A PDRTIDN OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTlFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I LT & RT 30.05 ~~\O ~I r31.i1> ~ bl-I rrl I ~ 0 1 , u.!1 ~o ~ ~ r--------f?~-11 "' ~ I I~ ~I rll l . \I l : 111~ I II :,; :; I ~ ~ I I "'I I ~ ·1 \ I ! I "' I , ' "> I 'l c ._., I ~ I : % I <..LJ <-c /lJ I I-< 2 ~1 : ! ~/ ~· ;~21JHDPP~O. 1/. I I 2§ : ~ 0 6 \ :~ : ; ; ~.-1 11 I \~ : 3135 32. 23; -i-----~3---J 0 SI 3 \ I j l ru 1 ~ : I 23 I I ~I :~ I /~; -l,-2; Ir+-I I I ~I "' I / '1 ' ! : T I~ ~I '_::1 '~ 31.55 vi 11 ; tB1GJ I I 24 @ 1~~1 ~ I 4 {,;;\ I , ·.1 ' I I I I I 6 I II ~ i. '{ STA 11 +35. 44 GB LT • I I ~ (/)' I RT, I TC LT & RT 31. 29 ,_.ol "' 11' ' o " • ' I (/) \ 7J-o 9 ~ I ~~ ~I 0 ~I I / I : j ;i ~ , ] I I Is 2:il I 5 I I 1 " ~ ~ 1 I 25 I II~ -I / I i: ~I~ ! ~ : II 1r\2 I~ I ~I I i 8 II l'l I 6 / I I i "' ~ : I 26 I I / : l 80+t~ ~~ I I 1;:;; I I ~ I ~ _. ~ ~ ' I~_ I T I I ' ~ ~ I 31. 20 32, 07 I I : ' l l. ! : I I-I I I I ' ! I I ,___. I 7 ~ % 27 I - I I 1 '•"'1';7 .i l I I : I I : ! ~ ~. ;l-1-1; 21 ~ HDPP @ 0. 1 /. i I I ,.;,-~ I ~ ~ \Di I 11~ 31. •• I ~I I ' D i I -I I I 'i'l : I I;; 28 I 8 I : "'j '; : STA 8+59. 92 CL PROP 5' I I I ilil (Jll i I l '[;( INLfTS LT • RT, TC 30. i6 I I . ~ ~ ~ -~--~ I ::. fT11 ~ v. I ' I 7iJI f'ii ~ ~I 30.83 (3i.70)\ I \ FL 2&, l4r ~ ' I I I ''"' '=--'-7 I {,;;\ 1 '~ : l ii !'-FL 1~6 10 29 I I lg 'O I ' 'I Ul I I I I 1 ! I~ I~ I I I I I I ' 'i7 ';7 , I'" ' I I I \ I I l ~ I ~ ~ I I I I I~ l ~I I I 1 I 30 I I I I lO '\' I I ! I l I I I I ij I I \ I I ~ l I ll31. 1;c (32. 01) 1 I S I ~ ~ ~ ~ Ul I I : : i I t I I 31 I I u: I I ' ~ I I 111 I I i ~1 8 !1 I I I~ I I I I I i . ~1;!: ~ii-l+--+---1--------t-11 I [T"\ I ~.{/) ~ I I ! I I : .i: • l i I I I_ I ~13=,, "",.-----1,,'.__-;;93l=. 4-=;;1 i--1 -----;11~~1 8 I t ; I I 32 I I ~ I : 12 I I ' ~ . 11H1--b= 1 =:::----~'711--1 I ' I I l''~>L0'4°''1D!!\l-1 ..iJ~ I : ~ 32. 35 I ,___. I I\ I I ! 28' BB j I I I '"--:'. ::: DI I i · ; i ' ~r '; I I 33 I I I I \ I 1 I ~'.1µ 1----'-I ----'--II I 13 \ ' ii \ 11 l 818 ;i I II Ii \ 11 :~~,l I II ~ ~ 34 I I~ \ 3110 I I , l I I I I I I 14 ~ I I l g I j T 31 84 32 71 I I II \,11 ~:, :11 35 II h------_L-,---.-I ~ , ; ,,-----re, LT & RT 31. 61 1 1 I I \_J_-1AJJLl__LirilJ_ _ _j_ 15 MATCH LINE HF' STA 4+75 CONTINUED FROM SHEET 5 5+00 6+00 9+00 10+00 11 +OD 12+00 13+00 14+00 15+00 40 n ::s:: D :J> z-1 -in ~ :r: 40 35 ST A 8+c: 9, 92 CL PRO LT &. R"T, TC LT 8. R 5' INLETS 30. 46 ST A 11 +35, 44 G LT S. RT, TC LT ~ RT 3L 29 TC T & RT @ 0. 3% ST 14+18, 44 T B. EN 5' INLETS LT & RT, TC LT & R 30. 65 STA 13+48. 44 P B. END 5' INLETS T • RT, TC LT• RT 30. 65 STA 14+73. 44 END C&G LT 8. T TC @ 0, 31. 35 (/) (/) :r: -I [T"\ :J> 25 ----1----__, ____ -1-___ _._ ___ ----1-____ '--_FL-I-NL-E-T~LcT~2:6.~l~O==~:t::::::::j::::::::2:1:'t:D:P:P::@::O:.t1:%:.::::::::t::::::::t:::::::±:::::2::1:':H:Dr::P::@::0:.:1~·========±:::::::::~~2~1~·R~C;P~~l~~~~Jj~~~~E~~~=]~j _ lB'RCP 18'HDPP ST A 14+83. 44 END 18' HDPP AND PLUG, FL 25 23 25 [T"\ -J". -1 + Ul~ F INLET LT 5. 61 13 83. 44 BEAR I SL AND ST P DP FL INLET LT 2 , 15 FL 25. 10 Ul FL 25. 58v ST 2+60. 25 M EREEN ST = TA 20 ST MH, TOP 3 . 95, FL 24. 4 20 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~_L_~~~_L_~~_L_~~~'--~~_J__~~~L_~~__J__~~_J PORTION OF A 293. 041 ACRE TRACT, TIDC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATIDN COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP STA 1+00 BEGIN RT, TC LT 8. RT 1+00 40 2+00 PROFILE -BEAR ISLAND ST, 5+00 STA 3+90 ND C&.G LT RT, TC LT • RT 31. 28 6+00 7+00 8+00 STA 2+10 PC LT & RT, TC LT • ' T 30. 95 \ C•G LT & 35f----+-------l-+-~--+---+-+------j------/'---------j----f----l-----l-----+----+------l-------l-----_____j35 31. 28~ -- ST 2+80 PT L & RT, TC LT & RT 30 95 ~ "~----------\-- 3 0 TC LT & RT @ n ·i 4c'RCP@ 0 1/. 48' RCP @ • 1/. FL PR POSED T MPORARY DITCH @ 0. 22/. NG --------------- ::s:: J>n -lo nz :r: -I ,~ ~z zC [T"\ l'l t::J ' ID ,z (/) (/) -I :r: 25.__1--~~-1-~~ ...... ~-----l----l-'+--+----+------l-----\l--+------l---+-----l----_j_------l--------l----j__--_j_--'-----25 STA 00+85 BEGIN PROP. ~ --j;±:J----~;-:~~j";-;;-;;;;-j-:7--i----t-L---+----+----i----+----(._---l---J 42' RCP, FL 24. 42 AND PLUG --------STA i +60. 25 MEEf EEN ST TA 4+15 BE IN PROP. = ST~ 13+83. 44 EAR EMPDRARY D TCH &. J> [T"\ [T"\ ()'.] -I +~ Ul ISLA~ Il ST PROP 5 TD MH, ND 48" RCP, FL 24. 08 TOP : 0, 95, FL 2• . 24 FL TE PDRARY / DITCH 23. 12.'.../ 20L_ __ _L_ __ ~ __ _JL_~~__J__~~_J~~~_,_~~------'-~~~_L_~~------'-~~~_L_~~_J_~~~+-~~__j_~~~+-~~__J20 0 PROF I LE -MEEREEN ST, AND OFFS I TE TEMPORARY DITCH TD EAST THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52, IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE: I'= 60' 120' I OWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEWER PROFILES PLOT SCALE: SCALE (H): N WEI SH SCALE (V): DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD5 AS PGD 08068 SHEET _6_ OF 33 D ITT ~ (Y) D (Y) lf) ru 0 ru Ul .------~-,-------~ .--. I I I I I I I I I ~d <;;( -r ~- f- _J u f- . m - °'·(.l)IY I a c:r t1 I CSJ -<-I -~ ~ D... o ~~ I (Y) ~ 0 ' -;-~ "'~ I +r-------+1---t,~~---t-+--1.,----i ru I ~ ~-[\J .--< = I 0 I I I t- _J u t- a.: D ~ 0 +1-------tt~o---+-+--+------< .--< .--< D ~f---+----tc~~~:------1 0 '-, I 00 "' "'r-: I-"' w --'I- I u-, I- I --"--' 0 I u~ o I a 0 c -+1-------t+-+-~0~0<7--+--------< CJ' I -.. I ~I- I "'--" I 0 o I +1------tt--11----+--------< OJ I I I I I I I I o I o I +1------it---fl_~-,-----i-------i I'-I I I I I I I I D I o I @J f- "' oil f- _J u f- +1-----++-'+----+--------< Ul "" m "'" ~M ru m a>-1 "u_ r+~ .. Q_ -" I "' . ,_ m "' - - I- (/) (/) 1-z <I _J D > I w _J >--< Li_ D (]<'. o_ I I I I I I I I I I I if I I / I / N • PORTION OF A 293. 041 ACRE TRACT, DOC, ND. 2019035726, D.R., A PORTION DF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD, , TX, MPM DEVELOPMENT, LP --- I f-------- PORTION OF A 293. 041 ACRE TRACT, DOC. ND, 2019035726, D. R, , A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS I NAMED CUADRILLA IRRIGATION COMPANY, NUECES I CD., TX, MPM DEVELOPMENT, LP ti I I I I I I U-----~ I 1 I r-- 1 --1 -----i r------: ------: : ,\ ~ : : _____ 111 ~----~ ~-----~-----: i-;~,-, _"' __ i II <. '-J I I '--., --1 "' 0 I I ;; l:)--1 _:,; <l:i I I ><.--: I I I ~---- 1 I I ,_<i'.' '",,, I _ $21--_ _j r~~' -\----li----"-55,,_'_.D"E'---t-~~5~5_' D~E~~ -Iiff------1 r ---!-.... <i -END -OF R-OAD -BARRIC 1DE 1 c::; \ 1 1 1 g ~ I I 2 <J: (OBJECT MARKERS)~ I , --1 I y STA 14+74 ~8 END , p· i .G '-'-1--1 S~A 14+64. 88 END C•G LT • 18' HDPP, FL\ 23. 38 • LjJ I l ! RT, TL LT 8. RT 29, 47 0 0 \ n :£~ -----j_ -----I 1----I ._,• ~ @) ~ 11)] ~-: j f;i ,~I l~d;P ~~JI I DJ> 6 "PORARY ST.A 12+40 BEGIN CS.G LT 8. I "'I 16 Iii T o : ~ I -~' I z ---j CL PROPOSE TE1-1 I Rll, TC LT • RT 29. 34 C: STA 13+45 PC • END ' " ' ST• 14+19. RB PT IT ---j ~ DITCH, SEEi SECTION BELO\.l_\J I "'15' INLETS LT. RT\1 i I"' l V_LC~ ~T 2\33 -I c-<z -~FL TEMPORARY sTA 12+1~ END TEMPDRATY DITCH I ~T;.iJ,\;,.,i;~ 29~ _=\,_j,l I i i 10·,DE 6;n-HDPP ·rr. o t. L •BEGIN~' FL ~32\_ rt--------s'Lr--'(;f 1 0 -" I CC: _DITCHE• ~ ------\ I\"'" ,..,..., " z 1/' "" ~o__...-~CL_FLl22._QQ_ _ 1:£_DE 1 _ fTl ~ xi\ t:j ~/I / " / / / ,, / / / / ,.. \/ /11+~0 ~ o ;2i:: / / _:_ \ A 0 QARTH ST S-O. 31.-~ Ma· ~ I I \I ~p I 1-1 / 9 +oo _s o, 22% 10+00 \ ----, • ~ 1 ~ 1 ~ 16 :r: / / / -;-/ / / / / -;--/ / / 12+~0 0 o Ls o. 3-~1-~~~~------:' ~~~ ~~~T~Tl4;~~9 ~2 0 xg~eN~ir E; ~~g;~ ~~ 1 .- / / / / END OF ROAD BARRICADE COBJECT MARKERS)_// """ "'"""'"' '" ,' ,,_,,,"~ "' 11' 7' !INLET RT, TC RT 2$. 3[ -u D • "' • -u I ----i-----1 PROP ~p@ o. 221. I R~~~~---srnr 1 ~l?~j-~ Gl '1: , .,_,. 3059''\ ~~~~ ~~ / (/) (/) :r: ---j fTl J> fTl OJ ---j I I VJ I I MH, TOP 29 03, I I ; ' I ' I I {.,;\ I \ ;:: SI"'"' ,.. ~ I VJ I ' VJ FL 22. 03 1 J j l ! I I 1 7 ~ I \ 2i" r ~ 't"' I I ' VJ I I_ --!;? a I TA 13+49. 88 PC LT, GB ~ . o'i' ~ I I ~~~ri -< t::J 1--__ __ __ __ __ ~ ~ _ _ I T, Tc LT s. RT 29. 48 1 1 ': m,1 h---+-------,ct ~ -o :.o 5 I r:; e _:,; ' 1 'RI 21'HDPP@ o. 1* 1 _,,, ----:ti : : ttl! I I~ 2 ~~: l ~ '~:1 :~ i iP:DP. lB I I ~-I gq ~ ----_J L _£1_ --I I "i ~! i I l m~r -1-'1 ---rv~------.:cc='Y,,--11 \ I + __ CJ' Ul D I I -- 1 I ---2 5-I I !_,_ --1 I I ;,)i "': : ~ I : ' I I~ 30.17 I I I ._,_ I I 3 I " =5 " ' I I 19 I \ I -------- EXCAVATE THIS AREA FL SEE PLAN • PROFILE--..... b=2, S= 0. 22% _N_(!_ _____ _ I I I I II i ~ ;, ~ J._ I"' I I I H==------;;=;;>1-'-nl~ . 8 .-~ q ' I~ G,, 161 I II j <t-1 < '1'1! Iii I I I '.._(~ ~ ...... D z rl \ .... 4 I I ' r;:. i le; I I \ I I ', I ~ t z ~ \ 20 I "'-.... I I i __, II I I I --.... 1 ~ ;/; • 1~'11-7---+==oc---~;=v~I I-+-,---'-~'\----,-1 --->-I i l!l l I (/) l I I~ 9, 75 '1 I I '\l, I ! _,i i 5 -\ I \ ~ I I 1 \ I 21 I ! \ I I :s :+P~DP. 21'HDPP@ 0, li I 1'"29.60 ~-i I ~ ;1 ~ I Ul 1 I 6 1\ I 1 " " ! I I 22 Ril I I I '-M M ' I I I I 1:--J \ ~ v v ~ \ @> 1\_1 ~:1?~~1 1 , I 1 1 ~:(.1)1(/) ~· I ~ ~1 '8,49 ~I I 7 I \l ~ I j . 1 \ sL 10+00 fCs' INLETJ 1 1 l l ~ !~ ~ ' g ~~ L 11 & RT, TC 27. 98 I I II~ FL 24. 581 -II ::: a:\ · ~kl J \ I I~ 8 I I ~ t_,1 ~L)f ~llFL 24. 20 24 II , "'1 11 I I \ ~ ~ ~ I I I : I~ ; 1, I I I Ul TYPICAL SECTION FDR TEMPORARY DITCH SHEETS 6 ~ 7 I I I 1 ' ::i ::i 'I I s.44 l?o.2sTI I 9 I 11 ; Cf? ci I ~ I II i "' ~ ' I I 25 I I I I II ; ( I I NTS PORTION OF A 293, 041 ACRE TRACT, DOC. ND, 20 1 9035726, D. R, , A PORT I ON OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERT IF I CATE 33, SA ID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CO. ,TX, MPM DEVELOPMENT, LP I t-t; ir,::= •• :::-eii--~2,~. s:::<• 'II -----:i1;'1 ! ~ l i ~in _,;_: ___J_ll _____ --i!l------t I I I~ I ! 'I I I I , • O' RD ' I I"' 26 I 55' DE 55' DE I I I I 0 I ' 28'' BB : " I I I-+--------~ l---rl! ~ I ~ ·u:! 1;\ ' I I II ' I t t tlf-li' c;.;-+6~-~y;-1 I I I I ; \ I ; \'" I~ ~ : (/) I : 11 I \ ~ ~\ j \ I 27 \ ~ : I I ~ 81 ' 1 I , I 0 1 1-~·:::::-----zS<'.----r,im' .::;-1t--..1rn; T,---+1-----1,-----t o I ·~ ~I I i ;,____ I I I 12 I 1 1 ' : : " I I 28-------I°'& ~ I ['l_:i "'-" I • ~ " i I I ' -, l'l I I Hl-------~"---m';HllJI~ I Ct"1 ~ I , iii ::i 1 ~ ~I I~ 9.85 , I-->-I I I 13 I I I ID t ; I I 29 I ~ I I I @ I ' 0 I ' ' I I I I' I \ ~ ~T ~ I I CJ"' 81 I~ 9.19' ' I w I I 1 14 I I , ~ ~ I I 30 I , ~ I I I I I i ~ ' I I ;;_I e: --<1 ~ I I I I I ' :;:; ~ I I 9. 34 ~I ':! I ~I I I 15 I I ! ~ i I I 31 I e I ~I I I I I ~ ' ~+ , I I I ~ I ~\ I 1@ •" I I i (' t 1 I i I ~ ~i----~2.,_:!++----+-----i n z si+oo 10+00 11+00 12+00 13+00 14+00 15+00 16+oo I I 16 I I ' ~I I 32 @> I I mi-i· oz ~35 -----------------------~-------------------------cL-PR~P-1Po_s_rn----~-35 I 1--+-------1--1-<--jjli. 1 R 1 R 1 I I I I n DITCH sv oTHERs ~--i I , a o '"'' h----,v-=:::-----;:o=v,1----I I -----1 STA 13 45. 00 PC s. END I -. II 11 t~ll l{) 0 L[) D ........, I STA 12+40 BEGI C8.G LT s. 5' INLETS LT s. RT, TC (STA 14+09 42 VDLANTI~ ST I I I I ~ (I) (/) ~I I~ 30.47 I RT, TC LT 8. RT 29. 34\ LT s. R 29, 03 \ = STA 13+95 QARTH ST CL I -I (Y) (Y) ru ru z 1 7' INLET <T, Tc RT 2~ 30 11 I , ' I I 33 MATCH L I NE H G" s TA 4+ 7 5 ~ >--<30 NG ------=p~~:;;::;;;;;;:::;;;;;;:~t=-=~-=~+-=-=t=--=~1=+--=1 30 I I ,---... I ' 81 I I CONTINUED FROM SHEET 5 ~ ~ -------, ' -.. u --~ -~ - 1 -I :l~c30~~·LT •~~:::~~I'.: i 1 '1i-I ~11-'--l-'---l---34---------t!---i I Al :r: ST A 12+ 15. 00 END TEM ORA TY \ \ I I l ' I ! I I I D > DITCH. 8 GIN 54'RCP, FL 22. 32 <\i '" MATCH LI NE ,, G' STA 4+ 75 ~(/)25 r-----+------ir-----+------i----+------+-----tT--++~54-·-+-c-P_@_o __ -+-21.-.---+-*5_4_•_R_C_P-+H---D-O'-H+D-P_P_@_o __ +-51.-.----1,.__---+---i2s CONTINUED FROM SHEET 5 ;:;::; :;;: FL PR POSED T MPDRARY DJ TCH @ 22/. @ 0. 05/. ' ' "L TEMPO ARY fTl OJ DITCH 23, 12 STA 13 45, 00 STD FL 22 . OO --i +20 ~---~----+-----~----~---~----~---~---MH_,_T_0~2_9_,_03_,_F_LL2_2_,_0_3 __ +--___ ~----~---~-----4--+"--~ 20 CJ' Ul D PROFILE -DFFSITE DRAINAGE QARTH ST. AND 60'HDPP TD DITCH BY OTHERS ST A 15+62, 95 END 60' HOPP, FL 21. 92, PROVIDE END OF PIPE RIPRAP STRUCTURE FL PROPOSED DITCH BY OTHERS 21. 54 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 I• 30' 60' •I I SCALE' 1 '= 60' 120' I PROPOSED 54" RCP PROVIDE 3 EACH 3/4' DIAMETER STEEL REBARS AT 4' CLEAR OF INFLOW END OF PIPE. GROUT IN PLACE NOTE1 USE THIS DETAIL AT FLOW ENTRY INTO 54'" RCP QARTH ST. STA 12+15 <THIS SHEET). DETAIL -REBAR INSTALLATION AT DRAINAGE ENTRY TD PROPOSED 54"RCP OWN. CHK. NTS BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO_ F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEWER PROFILES N WEI SH PLOT SCALE: SCALE (H)' SCALE (V)1 DATE PLOTTED , .. = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD6 AS PGD 08068 SHEET _7_ OF 33 "' "' w Vl <: I n_ w " <: _, _, -> w " R w °' w -,,. ro "' ru I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LDT !A LDT lB ' N CONTINUED ON SHEET 9 "' "' 0 ru Vl Z D CONTINUED ON SHEET 10 MATCH LINE 'B" STA 12+50 (;') .,...., ~ ru fu D l!l~ct Lf) 0 Ln O .,...., '<)-GJ,!,,..., 0 Ln D (") M C'\J (\j _J (\j ,..., ~ "'1""" (Y) M MATCH LINE "A" STA 12+50 Ln (1J I ~ I : 1 I-_ t:--iY. ;.<C~ I :I ~ I I ~ I 1 --.i j; ~ t;; 0 I }: .,\1 I eJ I ~ R I : .. 1 W ..... f-~ I D ~! j: I ~ ~~~~ ~! ~~ ! ......... r:::·...... ~ ~~: ~ : ~~ 1 "' : D (1J ci ru . D ru t......w~ru I ~--.J.. ~O : ~~.!. ru 1 C'1 ~~ i -I .----I U,~IJ:!U...D I -T-::::::0:== ~.---a....-..-. .----I I ~ 1·······0 ········1 ..... \ ~ Q':" I I I ,.·" . I ~ 1 i ....... a._~'\'"'11 ... .. CONT I NUED ON SHEET 9 =~;~ : : ( ... ·"::............. : ~ f! ~ ~ 1 ~ CONT I NUED ON SHEET 10 -~5' I ' I '' I MATCH LINE u Bn STA 12+50 MATCH LINE "A' STA 12+50 E;:;;::u 1 I : 1 ~ 1 ~ .1! C:o RJ1 ~ ti-\ I 1 I] :ti>!c:a 1 1 i 1 ~ °'§ 1 •1• ".01 cici --i>4. ~ FL 12 • ss 20 . 99 1:, ~ 0 11 +20 1 1 : 1 ,./ g< ~ 0 1 i 1! ~ r [}:'. P=l :-...: FL 10~ ss 20. 02 -1-t" -_ _ I -n_ \ I I ' I _.,-" ; 1° o_ :::; I >->-'° -~ I I ,; ~ I l ~ ~ . I L ... / -a,~ ~ I : , l g -I ;: :: ('lJ \ I I ..... " 1.I I I p RD p. 8 H p v c w TR 1 -~_97' -\~ ~ -g• ..--I ~ i '"' I ('1"' -~ 15'" ~ I :1: o_ i;;1 n_" D N\ '\ ii> ~ I : I l I ' f-~ ~ I '1: I I":;] @) I I I 1r-PRDVIDE JOINT RESTRAINT f-.-()-'~:1F2H '\ I "' : j I "" ~gi 1 ,,,_-f+l.i-~~--J V> ci!-fo+-+,,......._-11---Ho ALL FITTING AND PIPE 1 11 111 ' :l< I\ :: "'I 1 :::<1J : --i:t~~4 ~ \11 7. ct" ii I I ~ I I I ':J ll: l : ~ cu f-~~ ~ci I J1i I o_ II -~ 11 .. I u I Ln l "' ci ;<;;,,,,. I ,I; I ' LDT 2 '1l ~l~~P;,A~.z~p~~1~S~l11 ru ~ 111 o :>-:~l /m~~ ~~~ o : ~m i 3 @ \1111 ,.11:111 n-Al PROP. 0 I I @i °' t;l ::;wm 0 I '.::i1i I STA 11+00 11 I / :-= .. :I L11 1 1 ::D~~ECJD~:R s i i ~LliJ~ ~ ~~~ s j :: Iii i 1: :~ \~ ~:1 I I I/ o RESTRAINT ALL I I co· · ~ ""::l!z I "'w I·,' 1 3 ~ , ~~I/ I I PROP. 8" PVC WTl~1:11 .""~ : I I I F~~T~N~ AND PIPE Ill ; :I : : I§ ~~~ Ill ood ,j : \II rl ~"' 11',1 " ;o I I ® I ! ~ ~ I ~ ~ g: ~:::; I ~r,F=l=t,===~+::=:ti ~ STA 11+86. 22 PROP. 8" PVC WTR ~ I II ~ • I 111 ~ : : N ~~ ~ ~ : : 11 ! \ \II II M ~1i 11 PROP. rH I , w Cl' I 1 ; I 0 a. DC Cl' I "' i I I ,,...< PROP. 10" PVC SS I w ~ a::: I I ~~ i::::i ~ ~ I I ~(\J I I I II 11 I I I ,._"' l~I I :'2 • PROP. FH I I I :N I u : i I .C: ~ I LINE "C @ 0.26% ~ LlJ ~ : I I]:;;~ ~ : f-ii I~_; STA9+35.16PRDP. 11 ~ I 11 i(i 11 I ~ 11 I I I ~ D I j l I ".: ~ SSMH E-2. TOP ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LDT lB -&09, 851 SF = 14. 000 AC. TD CL IRON THRONE STREET AND INCLUDING 15' STREET DEDICATION ALONG FM 43, 559, 905 SF = 12. 854 AC. EXCLUDING PROPOSED STREET RIGHTS-OF-WAY II II I T _, ():'. I ,,, '-M 32.61,FL21.64--.....__11 i!i 111 1 I 1;! 00 :r: I ;;1 1cnn_ '--• '1l I 1 1 I I 11 I : I ~ ~ r-I j :: ~ : ~I" I 1.~~-+--.1-1--li..11;~~ ~~s~~oG~, L~L 8 ;~:~7 SS 0 I I l l I i;! ;" z o I : :1 o 1 .., "' PROP. 10 LF 9• p~c I i: 1 I AND PLUG 1 1 I I 1 1 ~ 1 1 ~ \ 1 ~: §2 ~ ! i ii 0 I :;; cl, ~i. ~~u!Ngu~l.u~L I I I I I I m 1 ; ~ 1 ~0 ...., m i ; ;I @) I o 11 I I Lii. I u ~ '--" I : :1 o... I : Q ~ I \ PROP. 12 LF s-PVC ss 11 1 I ~ 1 1 1 1 1 1 : 1 i\. ~t. 1: ~ ~ ~ 1: : :: : .! ~ ~w wz~ \I II I ~ ~I I I STUB-OUT, FL 22 OD AND PLUG'.,.111 I,, ' ' • ' ~ I "'"'""~"' """ ;;-• : ' ~~;1!!·'~,";,~;,~ 0 i i \~\ ! 1! ~ i l,i ~ i ;~ ~ 1 11 ~ ~:1: ~' me mo cc " "' I 1 I I 11 \' : ' : i ~i ! :; ~ ~ : ! ( ~ : -15' i.J I: : ~ 1~11 LDT 1 CD I \ I 1111 , \, PROP. 8' PVC WTR l \I. I 1 11 ~I I ~I ;I,,. \ D :: ~~ ~\ I ~ w 11~1 1 1 lJ-PROP. FH I I PROP. FH 0 11 mci 1 ! 11 ~ 8': 0 1 "' "'"' f· \ 11 1 u z ~l(l,. I~ I .( 1 PROP. s" PVC ss o P'l I i., oo ,_,. o I r--<.r 1··.\ > 1---1 n_ ~ + " .. + · l< :'"1 o_ _J 1 \I LINE ·r· @ 0.4% 111 ~ ~ 111 '° i ;>~ i i1 "' ~ ~ '° ; f-oou ".. ' a, 11ci!1#~-+o::-1"4'1P STA 6+48. 27 ~ : : I 1:1 ~d : \: .. 11 1 ~ ~ ci~ ~ : ~ : · ... :::-... : t'.l 111 II ..., rr--n PROP. 8' PVC WTR ~ : ; , ' . ~ ,, li! : : \.'.J, ' ] ]I\--~~cip ~+~~PVC WTR I "'· • '1rPRDVIDE JOINT : I! ii u"' :g ~;~ : I r·...... LLJ I I ~ I I .... RESTRAINT ALL H D..... __."" <[ I I t--t ~ ~'~~cc,! 0~ c;:;,~'-;ti . I I rnn" ~'"'"' ~ !,! i i <} .. , ~ ' ' ;~; ~ i i i '\ ~ I: : '"I: I :1PROP 8' PVC WTR PROP. 12" PVC "TR:J_ i"" 11 Iii Ln ~;~ i ~o:::~:: --b"~ ~~~ Ln : : : \.,_ .. \:':.. \I I .. I I \ "' I .'"i--"t--4-----· I 1 I ~~~ i --.. : .... : ... · :~ -i J ____ ! i ; : I ~ : : I \ I! ! a. -9 ' i 1 / ~ ~ ~ ! / ; i w-,· I ~ I I : I 1 I \ 1'h; ~ //! ~ ~~!: ''"'' : ~ !' ,. ""~ 1: 1 ." ::1 \ ~ t t--6.: J.__1 I ', ;\ ~ I I I \\ / Q J j : \ : ! ~ .· ..' f-ST A 4+40 PROP. SSMH E-1 , I f ~ \ of I / / jt 1 ,, 1 :; .., n_ ·" ":./ TDP 32. 23, FL 23. 62-'-' F , ~PROP. 56 Li<. 8• PVC ss I llJ J / // I 0 ~ ~ I ~ t;j ~ .•. •· •. ·•· PROP. 1 o LF s~ PVC ss 1 \ 1 STUB-OUT, FL'-23, 85 9·,___ I 0 I ~ 12: 0 I ~ .. ..-::..-.. · STUB-OUT, FL 23. 67 AND PLUG -1 I 8'PVC SS I AND PLUG ~- / I J I I PROP FH ~ I~ ~: ~ : ~ ....... LDT 2 \I I ~I 11 PROP. FH rf7 '/ (") I~ "'...; (") I ':J ....... I I 1 ::~:~~;· ~,";:v:~ "'"")!,I !Jeew '",, o·e.rn :' j~ '' ;,/ ® I: : : : I i I Ji t ,1 ::r~~' '"'"" a j If f';" a ! 11 I : : 1 1 I STA 3+61. 59 PROP. SSMH A-L TOP 33. 35, FL 23. 10 8'PVC WTR : !/I I 11}~ "" z ; /o; ~~ ~ ~ !'.L ' 111 u-lt+ 11\-PRDP. ! /'!I 11/ ® 1 J,;i,~ ti I j Ii 111 ~ Iii i iv-PROP 16'PVC WTR ,'";~;i:~; '" ' :: 1:}1 1 1 1 11 I -:---: I I Zf--'f--'~UO< I ;"".J ~ : / 1~ I / I ~~g§;E ~: I rou ~ru°'\ I~\ ] 11 \ \ \ \ \ \ \ R Vl -m (1J \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ S89° 05' 03" W 159. 34' \ I I I I I ~ I \ \ \ \ I I I I I \ I I I I I I I I I I I I -_, ai d "' "' -,._ "' D '" D D "' d z u 0 R f-u " O' ,_ ci f- 0 _, ai VJ~~ f- ~a) "'" f-"' a a: j) • u" Vl"' Ei > R z D _, THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' "' . I•• I I 120' I t, m "' Ln "! Ln w 0 0 0 (/) " I ?" z ! SCALE: 1"= (/) J> z >-< -I J> Al -< (/) l'l >::::: l'l Al J> z t::J >::::: 60' 5o 'Y -R :I /II I J 1 I g+ ~I g~~~~~ 8~ 8+ / I I 1 1 PROPOSED l6 1 TAPPING J PROPOSED J 0 • T APPi NG SADDLE WITH 16' TAPP ING -~4~~=~~~~~~ 1 1 _~~&~~~~~~~ \1 =-~=:-T-:-_-:-~-~-~D--:=I~-I-NG=l-6-l~-:-:====~-=~===-~ __ ----to'..w------.J. ______ .L'5.'.....S.TfilI.T_ll£Jl.l.C8.T.lllli. _ _E)([~!N(i_~'._'.'~.=:-::::..._ffiL\l~-----lH-\I--_! !.__;t;'-\l~~X.!_S.!_l!:i.G_l~~T_l<_ __ ,,,.-\l ___ _j ___________________ 1'6'-\l----~-------.l--_ 15' s.JeEE.LllE.DlCAJilll"-It'-\/-~j *'41--EXISTING 16 'WTR=---..._ 1""* '' l""* ... 1-&'-\I J 15' STREET DEDICATION l/) L 0 I 0 0 Cl aJ " J> -I l'l Al u ' J> z VERIFY LOCATION OF EXISTING 16" WTR PRIOR TD ANY TAPS (WORK) ON IT "' D "' 0 _ __,_ __ --"-________ ~CL Fl<I_ 43 ( WE~R RD. ) _____________ -~-______________________________________________________________________________________ ~--______ _ ___...! '-..._ C~ FM 43 ~WEBER R~. ) CL CR 49_.....-1 r:i z I 0 z '" . 9 ---- J> z t::J u Al D 'l >-< ' l'l "' r; "' "'J> Cl -nz -"' r; z"' p Cl "',, 0 --"' w 00' ,. -w e>-w a J> -n P_, "' "' J> n ~ "' -< r; <"' r; "'" "'C1 r; "< - -" --- z 0 I I 23 - 24 -- 25 PROP. 8" PVC SS LINE " " @ 0.4%- -7. 5•µE 0 26 - 27 STA 24+69. 'i'B END 9• PVC LINE •A' ~ PLU( FL 23. DD I STA OD+ . 39 PROP.~ D-1, TOP . 20, FL 28, 5 - t-:--...... STA 24+37. 48 INE HAM ~ STA I 22 s~ 4+71. 52 LmL D' PROP. SSMH WSD ~ I A-6, TOP 3l. [ ~, FL 22. 87"-Jll'"'ll--1"1-~,,r:,,:t:~ -----PROP. 12"PVC WTR I ( ;,i~~~~~..,JIL:::':::::!:::'.:=::::;s~s~s---~-~~;:::=rsI>r--1~~-=r:::::=~sfss:::~-~:;:;;==sJsfs==;;,~'EP~ ~ I I ss/f "wsn / wsD ' f--! wsn '~'RCP ~ ~ I~ --+--- l----'-1---"' --:-11 V q; ~ RHAEG L c ws~ ::-. oej ~ 11 _ 2 --- ~ SS~\ J --'-t ;=-~S----~ ~S -j-~ -+ ~ l' '°' 1 • RCP, I -;:,\ \ / I II ~ ~ 'EE PROP. 6 PVC WTR_J I ' "!S'R p ~1~ 21 w~!;{' , -+-9 t--~ , I = -1--:.-.--' I I 2 'YR 0 PROP. 8' PVC SS I -9-+t_ I -----------I I LINE "A" @ 04% ~ wss ~L ~-:: 3 ------~ , STA 2+l2. 43 PROP. SS"H C-1, TO=> 31. 90 FL 2 . 70 s---s~~ . - 4 PORTION OF A 130. 570 ACRE TRACT, DOC. ND. 2D190Sl482, 0. R., A PORTION OF SURVEY l3S ABSTRACT S8l, CERTIFICATE 29, SURVEY 137, ABSTRACT S79, CERTIFICATE 31 AND SURVEY 139, ABSTRACT S77, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATlON COMPANY, NUECES CO. , TX, MPM DEVELOPMENT, LP ---}--7. S'UE s 6 7 8 ::<:: PROP. 8' PVC SS LINE "c" @ 0.4%- J>O 40 nz :r: ~ 2S' YR ---f------r-- H~ I -- • --c----1- B'SS 26. 15--... --~s--....--. .... r-z >--< c z~ ~ t::J >---'" I 19 I I IB 17 16 lS I ;-. WSD WSD "'I BL CKWA ER S WSD WSD •o nz • 0 20 15 ........... I wss DD I I I I ,i----1s· RCP T ~1-::1:;:=::=::=:~';:-;::=:~~::!~w~s~D~-j~~~~~~~~:ws~D~:;~~~~~:;;:;:;t~~"f':':~~t;:~~Fl n.i ----_J L ---J ~ -.... S-~s.&----S~ t-VJ ~ wl~~~=~=~=~=~=~=~=~=~~~~---~~-~--T-~~7~.S~'iU~E--~rr~~~~~~-~~~=~=~~1"' ~----H~~1---= ~IT ~~ • 7 S' UE _ ROP. 6' PVC \HR-J> ~ :c --------A I -+-. --.---I ~ [ I 25' YR --f-j ~ PRDf 6' PVC !~TR_/ i,_,1-'I Il 13 ~I ~ w~s .-+_ PROP. 12• PVC WTR 3 4 ,) 6 7 8 ~ c; -l~ $TA 00+ B-1, TOP 8 l~~I l 2 14 ~I § ~ ~I~ l 2 PROP SFH D • • 1 • ,,, , PROP. 12' PVC SS 3:: I ~ 11~ LINE "B" ii) 0.21 %-i J> n __ __,.---..__ I I PROP. 8" PVC SS \ rSTA 7+97, 2 PROP. SSMH B-l~, , 39 PROP. >«MH ---..._ LINE "B" '"' 0.4%--STA; 1+33. l7 LINE A" = STA TOP 32 72 FL 18 4S ~ 0 . 20, FL 20. s -P 4+71. s2 LINE • B' P DP. ssMH I -1 LL s· uE -'-=-t __:_ ·-~ _:__ -_,_ ---1-n z sSS-::---t,,. _-:.,-...._::---...... I l 25, YR A-5, TOP 31. 88, FL 19. 13 • \!..----_ ~--~.___---:_-s-· (!;--~ +-___ _I!:. 12· ss ~ o~ :r: ----1 9 /, r" _J y -£SS --'SS SSS--~ SS£-~ _ t'i· ocp 1 "-PROP. 12" PVC SS c ~~~~~~ws~D~J:::s..tss~ss~~~·~; 1~~==~i5~E~E~~~::~:::~?===~;:=:~:"'~;~ ,·~~~~;;::~~:::::::::::::::::::i•:::::...~~~~~~~.o..~~~f-"""'~~~~~~~~~~~~~ ~~ ( ssr 1 . f--! ws:~~ --1 1s· "CP LINE "B" @ 0.21 % ~ [;i I ii WOSD / :--... ...... !S RCP [>PROP. 12' PVC WTR DROGON ST • D 1---_!__ ______ 1_\7 J 1 oej WSD OG ~ ST WSD -I co !'! ~ z I '8'~ sss_ \ l I / _ --S&S +--r ----l>S&--S-FE -s-s,..Y -~ -s-ss--l' \ • ~~ -/=-<:E -, -~ ~ I 7 \ WSD,, I/( I -+_P_RDP. 6" p c WTR_J ---01 I ~ ~ ~ --IS' UE PRO ' FH-'-=--=--=--=--=--=--=--='-=--=--=--=--= J> R --' ltSS 2S' YR _ "' ir= --20' YR ~ I s:;-s.__;,----~1-------::.-.--' f3\ ~c 1 I 'd I I PR DP 1 6 • PVC W TR ~ >--'D I -----------\:'_) I -9'-1 1 I D 4 3 2 I ~ 9 ,,.._ LDT 1 O I 6 s 11 ~ I 11 0 I _JI ~ I 11 7. s UE -------I I 1 I ---~------l ~·04·20·w s13.61' -11-1 ~0 I 7, 5'UE I 11 Pi I I -PROP. 16' PVC WTR g._ _____ _ LDT !A, 334, 530 SF = 7. 680 AC PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2D19D3S726, D.R., A PORTION OF SURVEY 13S ABSTRACT SB!, CERTIFICATE 29, SURVEY 137, ABSTRACT S79, CERTIFICATE 31 AND SURVEY l39, ABSTRACT S77, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP 1+00 35 NG 2+00 3+00 4+00 5+00 6+00 35 t-----------I------------I------------I------------I------------ N PROP. TC LT & R @ O. 3% 6' WT 30' CLEAR BELOW TC- 30 PROP. 4' X 6' RIC BOX CULVERT----.. 12' w .~-: ............ : ::::::: :::: :: ::::::::::::::: ::::::::::::::::::::::: ::::::::::::::::::::::: ,:.::::::::::::: .......... __ ,, .................. ::::::::::::::::::: ::::::::::::::::::::::: ::::::::::::::::::····· 3 0 Q:::::::::T i .... _ ...... --Pi<rn R' Pvr S f> n 4% -15;-ec;;~ : '--sTA 0 +12. 43 PROP, SSMH 25~-~~'Fl!-_----+---~c_-~1,+-'T~O~P~3~1~.~90"-+~L'-"-27~.~7~0'---+-----i-----+-----t-----+---7/"--j25 FL 8' Sp 26. lS_/ 20~--~--~---~--~--~--~---~--~--~--~20 1+00 35 NG 30 l'--sTA 00+9 D-L TOP 25 PROF I LE -PROP, 8" SS LI NE " C' C BLACKWATER ST) 2+00 3+00 PRO TC LT ~ T @ 0. 3% .............. ················· ...... .............. ·············· -... P.Ri'iP'' ·a· ''P\if s·s .... ,. ······················· 0, 4% 39 PROP. S MH 33, 20, FL 8. so PROP, B' PVC STA 24 4+00 ' 6"WTR 30" :1 : CLEAR BEU W TC" ··················· . "'"'"··:.\ ·····:lk· ' ······················ ......... _ .. ,, ........ "I""' I / FL 26. 98~ I ROP CON ECT I ON__, v FL 24. 86 -J 1+37. 48 LINE •A' = STA 5+00 35 NG \ ~·:::;~ t"'cif· -.......:: ~' 11 :····· _,, ...... "' ::.:: J>n ~D nz :r: ~ r-z >--< c z~ f"'l t::J •o nz • (/] (/) :r: ~~ J>~ 4 O' +~ DO D 4+71, S~ LINE • D' PROP. s~~ v 6' IJTR 23. 1 D 20 A-6, TPP 3l. 83, F 22. 87 20 PROFILE -SS LINE •D" C RHAEGAL CT) ::<:: _c: -----< 0 PROP' 1 2" PVC SS 11 I \g ~ I 11 1+00 2+00 3+00 4+00 5+00 5+00 7+00 8+00 9+00 10+00 35.--~~~~~~.-~~---.~~~--,~~~.-~~----,-~~.--~~~.--~~--,~~~.-~~----,~~~--,~~~,--~~--,~~~--,~~~,--~~---,~~~-,-~~-,35 J>n ~D nz :r: ~ '" J> .... "' '" "' " . I "' J> -"' r; -w -,. -"' -- -0 LDT lA, BLOCK 3 LOT 1B, BLOCK 3 LINE "A" @ 0.21 % ---n-t--{, I 1 I 11 I ~ I 1 I PROP, 12 LF B' PVC SS @ 0. 4%, FL 21. 87 AND 11 I ~ I 1 I STUB-OUT 11 I I 1 I PLUG O' Rf+-P-1 }---jQf-----j_1'39-,•1RTI STA 18+00 PROP, SSMH I ;A... I I A-4, TOP 31. 85, FL 19. 8310 9' -I I: 11 I 1-1 rs PROP. 69 LF B' PVC SS STUB-OUT, FL 22. 10 AND PLUG f-------NG -----"-------I-----------!--------------------- PRO=> TC LT & RT @ D. 3% PROP. TC LT & RT ~ Q, 3% 6" WTR 30" I I CLEAR BELOW TC I I 301----t+t-----+-~-=-·=···~ .. ·=··~···*·~ .. ·=··-~ .. ~ .. -= .. -~ .. = .. ·~--~-·~ .. ·~··=·"="=···-··~-t---~-..i~~~~l==l~;;:::c:::ltt-+t--t----Tit-----t-----t-----t-------j------jet-----i-----,"""vcl;ff.--.v----,30 .............. ·----.................. ...... .. .................. _.. ........ l6" PVC WT S' ~f====t====t:==~~~~~ .. -~ .. ; ... ~ .. -~ .. ~ .. ·~--; .. : ... ;··~···~ .. ·~·-~·--~ .. l .. ~--........................... ·_::::::::::I ·:h::: ·~ :::ij : : ~~~~~c B~ ~w \c~ . . ...................... ·-··-· ··---· .......................... __ _ .................. ~~=~~ .. _B_E~ .~ ... :.:.! .... .. "--STA OD+' 2 39 PROP. ~ SMH PR DI 8' p VC ~ S @ O. 4% ~ ~· R~ i :,../ ··~.·::::::::::::::: :::::::::::::::::::: ::::::::::::::_\ :: ...................... --_ _... . ...................... --.. ... -· ............... ···· ,,,, __ ... ___ ...................... .. 25c------+---B-_1_,_TD_lf+-3_3_.2_0_,_FL-i-2-8_._5D __ _,_ ____ -r----=1=-c;----;~F~L;;-;-;8~S_S_2_6_,9_8_tt-t-ticSOC~:,!-#'C------;,-~---t----,-------j-----r-----r-r------,----,------r------i25 6~ ~~· C~~~~ TION q:.:::: ::::::::::::ff". ,.../ 0 6 .. WTR ....... . 11 1 4• Els STA 5+40 AND 5+60 r-~-STA 7+97. 27 PR . SSMH B-lA TOP 32. 72, FL l . 4S 20c------+-----+-----i-----+-----+--S-T_A_2_1_+_,_·3 ,-;-;:-;-;:--t~FhL~2~1~.~12~t-::tl::::t::::r:::r::::tfili'E:t:iJ~~C"ts"@~li~%";;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;~~;;:;;;;;;:~~:::;:~~;;;:t;;:;::::;:::;::::;l;:;:;:::::::~2Q 17 LINE A' = STA PROP 12' PVC S @ 0. 21. PRO 12' PVC SS @' O. 21 % 4+71. 52 LINE •B• P DP. SSMH LDT 1 A-S, TOI 3l. 88, FL 19. 13 / PROV DE 72 LF F LLY RESTRA NED FL 12·ss 18. 02 '>--< z >--< c z~ fTl t::J • t::J D .z (/) Vl ~ :r: J>~ ~ ~ ~ D~ +o 0 0 ~11021 1~11~ "'11iiil ~STA 16+60 TOP 8'WTR 23. 7D 11 I _,..v I 111 PROP. 8" PVC WTR PIPE AND FITTIN S IN 16"WT @)5~--~--~--~--~--~--~___'._.:'....0.l~_'._'.._C~~~~=----L_ __ L_ __ l_ __ j__ __ j__ __ _L_ __ _L_ __ _L_ __ __L_ _ __Jl5 PROFILE -SS LINE "B" ( DRDGDN ST) AT WEST END nc;"H-+--tt"'/-'11: .T 11 ~ ~ " f: I 11 I ~ • I 11 11 I ~ ~ I 1 I PROP. 12" PVC SS 11 I § : I 1 I LINE "A" @ 0.21% , -1'-'-,I lc-1--1 I I 1 I STA 14+26. 66 PROPOSED AIR RELEASE AND VACUUM VALVE IN FG MH, TOP MH 33. 03, FL OF MH 2S. lO --~ 11 I I 1 I 11 I I 1 I 11 I I 1 I 11 I I 1 I llT 11t11 t-----+-----._ I I I : 111 -9'~ 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 40 ----,------,-----,------,------,----,-------,----,-------,-----,------,-----,-----,,-------,----,-----, 0 lf) co + -PROVIDI lO LF FULi Y RESTRAINED PlPE Al D FITTINGS IN 16'WTR < CDNTII UATIDN FRDI PREVIOUS ~ HEET) P OVIDE 100 F FULLY R STRAINED P PE AND ~ F TTINGS IN 5•1JTR ~ +t--t-----r--~+ " 00 l__....-CL CL BLACKWA ER ST~ ROGON ST ~I w ~I ('\j 1- .--< w 35'--'----1-----+-----+-----+-----+----+-----l-----+----+----'"--+----+---~-"+----+----+-----1-----+-----+--+---+----+----+-----'--ll------+-----+--::i+---+-----1 -----------------------~-----------------i ----------u _l'Jli_ __ _ TC LT RT@ O. 3% TC LT O. 3 % TC T @ O. 85% w <[ I PROP, TC L~ ~ RT @ 0, 8% I-(/) \--rSTA 14+26. 6 PROPOSED AIR (/] ~ -1--! ; RELEASE ANO VACUUM VA VE IN FG STA 18+~0 PROP. SSM I\ ~ I MH, TOP MH 33. 03, FL pF MH 2S. lO A-4, TOP 31. 85, FL 19, 83 ' D 30e-----+---+-+-+----+--~·~·-+-----+-----+-----+-----+-----+-----+-----'l'll-+-+---+----+-----+-----+----+-----+---++--+-----t-----+----i-----i-----+---n-rr--+---_, -L_ ----f-------r--------------------------- PROP. TC LT •RT ~ 0. 37. PRO . TC LT l'ic @ o. 3% TC T &. RT @ D. 3% l 40 35 30 ;i: E f---------~-~ r:.=.~-=~-= .:::-.. ~.:: .... :::-.. ~.~-~~.T..=r:'F.P.::~PP., -~X6' -I /C-BDXC JLVERT-@ r1-_o ___ s, .. % .•• -•• -...•••.. -..•• -••.. -...• -l_L___ ------PR-OP-. -4' X6-' -R/C-BO -CULV-ER-T~ 0-. 0-5''.J-~----0 0 -----S!T2~'2T3R-:;:-, OOTDPPI-24IN' 0------------_u_ /~~~ . .\ .......... -_........ ........... PROP B" RtP I'! D D5%l:::::i/··· -....... __ ........................ _ .... -....................... n " '· • ~ Ej .... "'['""' __ ... ................ "f""_ ....... '. .............. .;-; ............ .' .......... : ........ -............................... _ .. ,, }"' ....................... -···-·····............ ....... v 24• RCP L 25. 10 AT DX------ts• RCP F 2S. 34 AT ox ()_-is· R p 2S. 10 AT BO~ .......... "" ... , 2 .6 :J ~ 2 5 V_16. wTR s· r-t---.._ sT A l 3+• o PROP. ssMf 16 • wrn s ow Tc-~~~~R p I PE~ ~h....._ ---'-+---+.:-... -..._"-oft· +-.. -" .. -. __ -__ -... -. __ -__ -... "". -__ -... -.\-___ -... -._-___ -.. -.. r-___ ..t. .. -.. _-___ -.. -.. _-__ -_ .. = .... __ ~_.::-= .. ~--~=_ .. =::-~ ___ =_.~ ... i.-__ =::-~ .. ::-= ___ ~_.~ ... =;6~--~=;;-F_~c.= .. w~.-~=-R=::-~. A-" ... ~.0'1-· .= ... ~;2=·:-~;;=1"V= ... ~'"'-,~·i-~·-t~-~-:.=::-:.~.::-;··=·= .. :.~ .. :-= .. :.~ .. ~. :.=::-:.~ .. ~ .. :.~.-:~ .. :.=::-:.~ .. :-= .. :.c1. F.~ .. ~::-:.~.-:~ .. ~-=-:--:_~ .. ~ .. :-'"" .. ~ .. ~::-~.~-~.-= .. ~.=.-:-~1~·=~i·'"';·~-=;;i~·=::~~~·"::~·c:·"'~·:::··~-~:1"":~.'"::.~o~ .. ~.:;;7'i:--:."" .. ~~= .. i .. -~.=-.. ~ .. ;-:r.j.:1:.~ .. ,.1:-.:.-::;,..._:.::-/------i I 1---CLEAR BELOW TC A-3, TDF 32. 75, FL 20. 80 CLEAR BE v ..........__TOP 9• IJTR 23. 7 , ................................................................................................................................ v .......................... ······················· .... . U z 0 TOP 16' WTR EL 24 D O STA 24+37. 8 LINE •A' -STA !;:;: Ou I ..,..-FL 12· s. 2D. 99 PROP 12' PVC FL 2l. 6S 4+7l. S2 LI E • D' PROP, SMH ~ 20 I S @ D, 21% A-6, TOP 3l. 83, FL 22, 7 \_ PROP. 8' PVC DROP PROP 12' PVC SS @ 0, 21% 11 I/4' ELS STA PROP 12" PVC SS @ 0, 21% STA 21+33. 17 LINE 'A' = STA CONNECTION 17+80 AND 18+00 4+71. 52 LfNE •B' PROP. SSMH FL 20. 13 A-S, TOP 3l. 88, FL l9. 13 PROP 8" PVC SS I'! D. 4% STA 24+69. 48 END s·pvc LINE •A' ~ PLUG, FL 23. DD 25 20 11 I ~ I I ~ PROP, 16'PVC WTR PROFILE -SS LINE "A" C I RON THRONE) DR PROP. 12 LF 0· PVC ss 11 I " ~ I 11 STUB-OUT ~ 0. 4%, FL 22. 00 AND PLUG I I I ! STA 13+40 PROP. SSMH 11 j .... A-3, TOP 32. 7S, FL 20. 80~ i I I PROP. 12" PVC SS LINE "A" @ 0.21 % FL 12• SS 20-. 9-9-J~-;l-\.-l MATCH LINE CONTINUED I 11 i-JI PROP, 69 LF 8' PVC SS STUB-OUT, FL 22. 00 ANlj_iJ-f-Uf' 11 1'--PRDP, FH I 11 "A" STA 12+50 FROM SHEET 8 0 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I ' SCALE1 1 '= 60' 120' I BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX SANITARY SEWER AND WATER PLAN AND PROFILE OWN. CHK. N WEI SH PLOT SCALE: SCALE (H)' SCALE (V), DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD2 AS SSW 08068 SHEET _9_ OF 33 0 CD Ln + I-(\j w~ w :r: <[ V! I- V! ::<:: o, CIC p::i U_ • r=i w wz :::J ~ Z_J I-:r: ZU 01- LJ<[ ::<: 13+00 14+00 15+00 16+00 17+00 40 35 ---NG ---------- PDRT1DN OF A 130. 570 ACRE TRACT, DOC. ND. 2019051482, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID PORTION OF A 293. 041 ACRE TRACT, ------........ // ' SURVEYS NAMED CUAilRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP DOC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERT!FlCATE 29, SURVEY 137, ABSTRACT 579 1 CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD., TX, MPM DEVELOPMENT, LP I \ 1:; I STA 24+b9, 58 END 9• _l. \ PIPE, FL I 23. 14 & PLUG _____...-o-1._,.--...fl--..... ------,r+,--------\ N 18+00 19+00 3: nJ> D-1 zn -I :r: ZI c~ l'l z t:J l'l 'l • ;;o t:J D • 3: V! V! -I :r: J> f'l f'l ,__. -10 + VJO 0 N89° 0 '28" E 1050. 33' 1050;/33' I "' ~ 15 I '° 87, 50' l> I 36 1--...,.--tHsss --U'UE I \ IB I 16 I 38 39 @ / I 17 I I I \ I 18 \ 19 I I 3: 20 I I \ I / PROP. 12" PVCI ~ J> n LINE "B" @ 0.21 ;I -ID !Ji I I 40 I n z _!9' j'f/UJ_ -I -I ~~:=.E=-:=~~=~~~,~ ---~z E:-:l.:.~~::::==~::::~:::::'.::::::::::S::::;:::::::::::::J;~:::::::::;:~~[:::::::::::~~~~~~~~~~~~~~~-;(--~~r-~t-~~'--~T~~.~;F~L~1~2~·s~s;-';'16:.~3~4_,,-~~ ~ "! I FL 10· 18. 45 ,; DRDGDN ST t:J I q 0 ~--t------''--"-x-'6'--' -"R"'1='c~B~o~x~cu.,L~V=ER~T~-----i r'; 0 \ ii 24' RCP PROP, 8' PVC WTR • Z -,, FL 12" SS 18. 02 DROGON ST PROP. FH \ 24' RCP ~=========P=R=O=P=. =F=H~f'.'.lftt-it:~~~::::P=R~O~P~. ~16~'::::P~V~C~W;T;R~ V! V! ......--PROP. FH C -I I ~ ----;;-] / ~~ --i5'u[ -5·JT J> ~ 20+00 ~PROP. 16' PVC WTR ~ -\=PROP. 69 LF kPvc ss =\;::STA 14+00 PROP. 8' ~ l 11 I ~ -PROP-8;o·;~c WTR ;_x; ~ (.;\ STUB-OUT, FL l9. 75 STUB-OUT PVC WTR I ci ,__. 21+00 L~l AND PLUG \, I I 0 ' I 1 I 22+00 STA 1 +94.86 LINE "B' = STA 21+61. 72 LI E 1 E' P DP SSMH B-4 TOP 31. 26, FL 16. 7 23+00 24+00 25+00 40 35 1 1 I I 1 I 1 1 I 7' PROP. 4' X 6' R/C BOX CULVERT @ 0. 1 Y. CD LDT 1 PROP. 1 O" PVC SS LINE "E" @ 0.26% I I / I 1 I I 1 I 1 j • 30' 30' 30 r··~··~"~·-~"~ .. ~·~··~·~··~-·~·~··~"~ .. ~··~"r·~··~··~··=··=·~.,....--1-t-~~~~·~~~~~c~·~um...-l.l-:::~::-::-:::-::c+-----+-----+----t-----t---t\----+----1-----+-t-+----+-T-C_LT_&_RT-+-@-D_._3_%_-+----1----+--+t--++--+-----t---4"t----lt---t-----+-----cc::1~~;-;----I 30 I I ~I -ICR~c"°'po~R~CP~~r . ....... ,,. ..... --:.:.:·.:.:·.::·.::· ".:.:·.:.:·.:.:·,_,_ ... =·"· ··=·. ~----ti:'.,t)J'.A,R"m'.)W.:.r;;;~;;.;: :;;.;;;;::::.;.;;;;;;.;::::.;:;.:.:;.:.:: ::-;;;::;::::::-::-::·. ::::-::::: ... :::::::::::::---mm J..L-~ ~·~·~ ...... -----J L_ ----..._, . .:_:·.:_·:::{.: ·····::: :·::::·::~'.F.\':(llil'i: .9::ei;rn~::$l: J:l~::n;: 11 I \ 1 \ TC LT & RT @ --- NG ------TC LT &. RT ~ o. 37. o. 37% ----------TC T @ 0, 3Y. ---TC LT &. RT @ O. 3% r \ TC LT RT @ 0, 3Y. T LT ~ RT @ 0. 31. PROP. FH :: ' X 6' RIC BOX CULVER @ D. 1% I\ •· .... :---.. I la' C --2[--~·"-.~·:.. ----23+28. 72 L NE 'E' PRO SSMH 48.RCP@ . 1%~ " \_ .. ................ ........... ... .......... • --------n :111: 21'R~f. .. ((i.r;r•""""t ····· STA 11+94. 3 LINE ·c· =STA 25 e=-=~==-=1=-~-~-=-~-~~-~~-~-t=-"-"'44=-----i-r'l'----+-----':l'-!---+---*=-===i====c!o-l=-lool====-±=c---+---'.:_:_+IY.1---+-· _x_6_'_R_1_c+-s_n_l\._·.~"'~·L..,·~-"~R..i--" _o_. i_r.+-+---+--: c-~+++....,,.,·.:.,···,._,· "-:::_ .. _ .. ·_· --+----+--++---+c--3-·_TO_P_3+--. 1_2_. _F_L_2_2+-. 5_0 __ --1 2 5 11 I I 11 ST 14+20. 18 RDP. SSMH E-, TOP 32 5 FL 20. 38 PROP 1 'PVC SS @ D. 26% FL 10' SS 20. 82 L 18. 45 1 83 PROP. 8' PVC DROP CONNECTION FL 18. 76 PROP. 10 LF 8' PVC SS STUB-OUT, FL 21. 52 ANO PLUG I // CD LDT 1 n:<:: PROF I LE -SS LI NE 'E' ( DRAGONSTONE DR) '-\ II STA 17+63. 65 PROP SSMH E-4, TOP 31. 46, FL 19. 49 ff I II 6+00 7+00 8+00 9+00 10+00 11+00 12+00 0 FL 12' SS DJ> z -I -In ~ :r: z, c~ f'l z t:J f'l "'l • ;;on D • 3: (/) V! :r: -I f'l J> f'l O' -I + VJO 0 35~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~35 ------------------________ _!Jg_ TC LT RT @ Q, 3% 3 0 . .... .... .... ... .... ...... .. .... .... ..... 3 0 .fr.-.-. •• = .. ·=··=···=··~ .. ~ .. = ... ~ .. ~ ... = .. = ... ~ .. T ... r .. ~ ... ~ .. ~ ... ~ .. ~ .. ~ .. -... -.. -... ~ .. ~ .. ~ .. ~:::=::.=·::=::.=·::± .. = ... = .. = ... = ... ~ .. -.. r .. -... -.. -... -.. -... ~.-... -.. -... -.. -... -.. + ... -.. -... -.. -... -.. -.. 1--~~-+-~~--+-~~I IC--Jc++-~~---j PROP. 8 , PVC 6' PVC WTR00 'lli'"Cl.EAR 0 ii "L[l\i"'it' ...................................... :::::::~;;A::jj: ~~:~~:~i;,jE.:.:[;i::c;r- SS @ 0, 4% = STA 3+28. 72 LI E 1111 1 fs:~~~~~~~~~~~~~~~~~~~::~~~~~~~~~~~~~::::::::::::~::~,E~'~PR~P~SS~M~H~C~-~31,~~0--~~t-~-~-~-~~ PROP, 8 PVC SS O, 4% TOP 31. 12, FL 22, o-~ 25 25 FL A SS 26. 15 STA +09. 05 PROP SSMH C-2, TOP 32 72 F 25. 71 ---- FL 8' SS 3, 77 PROFILE -SS LINE "C' (BLACKWATER ST) 3: nJ> D-1 zn -II 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 35~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~35 PROVIDE 160 LF FULL RESTRAINE ZI r---~-1--!-=-~S~T~A ~l~D~+~5~-~P~=~P~. ~:~~~HtT~-~&jR~T-~@-J0¥65~-~-~-~-4~-~-~~1=-~-~-=1-=-~-~~-~T~C ~L~~~~~R~T-~@~-~-=· 3~Y.~. -~-~-=~=~N~G-=._:-f=~-~=-~P~-=lP~E'-fN=D~F_=l T_=T=~~NG~s+-_=1~N= __ ~T~=6C'~W~T__=R~-tt--iRf~!-1°-oS:CT'liA --+~-+ --10_-_-J B-2, TD 33, 17 FL 1 . 96 TC LT RT @ 0. 9 % ~ ~ 30 30 t:J f'l I L_ _ __ _ "'l ' Al t:J D ' 3: V! (/) -I :r: J> f'l ...... 1,1 --------,,-- ................ . .......... ~ ----~ 24~.~~ .. ~ •. ~: ... ~~............ ............. ... ............. 1111 ······ ...................................... :::::::·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· .. ·.·• .• •.·.· ... ···•··· .••.••........ ------1111 cfu'·L·v:\'.fT.~ IJR/{lc".~ox 25\---+-i~+---\\--~-+~~~\--~~+--~C.:..:.::"'-11-'"~·=···~--J~"'°"'°',f..-.-,...,..\,r-<--f-~~~··=··=···=··=···~"~'"~'~'~~.~~···~··~~-··~~-··_••m_,_.~+*-·~~-+++-l~-+-i--~·~··~·,..+,-~=LK~o+"-'_=_••_.,._ .. _, .. 25 16'PVC TR STA 12+54. 79 5' CLEAR BELOW TC PROP. SSMH B-3, TOP 31. 67, FL 17. 48---.11 •••••• ••••••• ••••• ... L.1__ _ -·----~'...:..::.:...::..:..::· '':..!..: .............. _,, 1 'PVC WTR 5 CLEAR BELO TC S.TA 15+94. 86 L NE ... B~ = S A 21+61. 72 LINE ' .... ........ ' • E. PROP SSMH -4, D ............ ~ .... .... TOP 31, 20, FL 6. 77-.._. 16'PVC WTR 5'CLEAR BE OW TC r'l ,__. -I~ 20!-li~-t-~~-t~~~1-~~-t-~~1ttt1::::-;:;---;;;-i~;;-:;:-;-t-~~-t-~~-t~~~1-~~-t-~~ttt~t-~t-~~-::t-~~-t~~--j20 VJ 0 r--rs;;n;:;-10t-m-;:;:-~-+:::-~::":":::-1----~ +---FL_8_"ts_1_9._4_7-+Pi'l7iP-"11;--Piir-;;c;l-"'"-;;"'~J-----1------4Gtt--r--Ti-P-1-6'_W_T_R_2+--3---+-----1 o r"\:~;;~P;R~O~P~.~1~2~P~V~C:....:.:S~S~@!!:_0~.~2~1~%t-~~~i81~~~t-~~-1_£P~R~O~P=.J1lf="'JP~V~c::Jis]sF=i@:::::li:oj.2J11j:::::::+:::::::{dt=~;::~:::::::+::::::::j:::::::j 18. 02~ PROP. 12" PVC S @ 0.2 % FL 12• S 16. 34/ 1 5 15 PROVIDE 11 1;4• Els IN 16• WTR I!! STA 15+90, PROFILE -SS LINE "B' CDRDGDN ST) 16+10, 16+50 AND 16+70 3: J> -In no :r: z -I r~ ~z zc r'l f'l t:J r'l D •z V! (/) -I :r: J> f'l f'l ,__. -I CD ,__. +~ 0 0 LDT 1 PROP. 1 O" PVC SS LINE "E" @ 0.26% STA 14+20. 18 PROP. SSMH E-3, TOP 32. 50 FL 20. 38 PROP. 10 LF 9• PVC SS STUB-OUT, FL 22. 41 AND PLUG 0 LDT 1 PROP. 1 D" PVC SS LINE "E" @ 0.26% FL 10• SS 20. 82 II I I I 1 1 I I I I I I .. m ' I II ~II I l/ I II\ ,,.w-1~1 P~OP FH 11 I I 11 I I II II II PROP. 8' PVC WTR ~ _J PROP. 56 LF 8' PVC SS II STUB-OUT, FL 22. 59 I // I 11 I 11 AND PLUG 11 PROP. FH CD LDT 1 --prf'.1T-Gl-L LINE H B' STA 12+50 CONTINDt:-D... FROM SHEET 8 .... .... ,,,, .... THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' 120' 1 •• I I I SCALE' 1 '= 60' 25. 00 AC. TRACT, DOC. ND, 2008018783, D.R. , LISD 25, OD AC. TRACT, DOC. ND. 2008018783, 0, R., LISD BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX SANITARY SEWER AND WATER PLAN AND PROFILE OWN. PLOT SCALE: SCALE (H): CHK. N WEI SH SCALE (V): DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PG03 AS SSW 08068 SHEET J_Q_ OF 33 N PROP. 12" PVC SS LINE "K" @ 0.21 % PDRHON OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I I I ,------------1 I I , / STA 14+83. 44 END 8" PVC SS I I I r:-\I\ t4G ~ LINE ·F· AND PLUG, FL 2l. 50 : i---------r\.r1l~\1:-1G '-Pt"' ___ _ / 18' HDPP I I I 1_P,ir I PROP 8" PVC SS PROP g• PVC WTR : I : ____ J 1 / : 1 1 ,....:L:IN'.:E_'_:'F_" .:::@'.'.....::0'.;'..4~%:,;:::;;+---H~_/~;r------rt-l-J ------- I oo-1 fi9\ 'I!~ ~ 1;,~~'I r::::;.. 36 I ti -----------: :-~/; ___ PROP~~.2'@,-P-0v~2 : s 3 s i 1 tB-- 1 I '0 18 ~ :11 'I ~ 'CJ b sTA 5+17 PROP 1 PROP 112 .. PVC ss 11 LINE K . I · \ n z sss-I I PROP. 12" PV s SSMH K-2, TOP I ·,, •I ~ I I :r: _, I !H~i~~~ ~~~~s:~~L= iB5~~f n '5'RCP ! _L _LINE "K" :~~ 1'\ ~~Eo~E:r~i;_ ~~· ~i\: LINE K: @ 0.21 % \ /: ~~~ ii~~~:R~~, :!~:ir:·: :. ~ ~ I t::t. ----W''llUUP " l 'L --YEE-11L_Y_-+---\ ~\, r------\-r-1-t---------.;.. z rri 35~-----~ 35 35 35 30 1-----ff------i 30 30 r-----tt-----i 3 0 STA 8+02 PROP SS H K-3, TOP 3l. 00, FL, 1 , 54.~ 25 l----++----1 25 251-----++-----i 25 ws; /~ wss / / / ' / ,, '" ' / '/ ~O•o' UE'_; / I / L / ' / / / / ~/I / Y l'l t:::J STA 00+90 BEGIN PROP 12· Pvc / 1 / ~ MEEREEN ST t"--" 1 ~15'._DE:T FL_1_2·$s 15· 44 '0 SS LINE 'K' AND PLUG, FL 17. 04 I 42'RCP I !'! 48 'RCP ~~"~ ' .. JTD' / / / / / /!-/_/_/_/_/_ "-J;--/--/ / / / 71 / / ./ ~ z STA 5+17 PROP SSM K-2, TOP 31. 00, FL, 16. 14 PRO , 8' PVC PROP B'PVC PIPE X 3' LONG -PROP. """' · 1 ~-. , • : >-~ n ur-. I B" f'VC \.JTR· I V) I -I r;i 'I-'-+-\ s· x 6' cRoss I a· x 6' cRoss I V) :r: PIP S X 3' LONG 2 0 r----+,f---J----i 20 ,::+ -~ ---~ I 5' RCP .+-I T 5'-ff -1 G'-¥R~ -I I I Al I PLUGGED BOTH 6' END/S I PLUGGED BOTH 6' ENIDS z I _, l'l PROP. B"PVC \/TR 11 --W-YRTtJE-T : ., I I < I I L _________ -1 i: I J> l'l I I ~ 1 <ss I I I , ~ \ ~ ~ ----------~ \ :i I 00 _, FL 1 , 50 Yl\;-_J~~1PRDP s· PVC DROP PORT ION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTlFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I ss,1-1-i--'i't-11 21 ~' ~ 1 I 1 "' I + ...... I I 11 wss I I I I G ::: : i"i I I -< I El w CONN CTIDN 17. 53 15 ~--~--~ 15 I "'II I -,. r-.. I 1 • . \ I I~ I 1-------~~-i ".1 2 15 ~-----~ 15 I I '"1 ws~ : 1~ I ~ l:J I ~ (:! I I D:I I ---+M~SS I Lu< I ~ Al DETAIL -PROPOSED SSMH K-2 LOOKING EAST DETAIL -PROPOSED SSMH K-3 LOOKING EAST I I 2 ~1 SSf ~ : II I 22 I I 'g ~ : ~ 0 "PROP. 8" PVC ~ I I I ~ <-j I Ice I / I~ I I -f------~~---0 NTS NTS ,sLINE "F" @ 0.4 I WSD 1H ' /..,... -1 zl I I \ / \ I I I 8.1 I 3 I I ~--1+.•~SS I 23 I I SS~~ I ~I I~ I 1i lj'-PRloP. 8' PVC \./TR I I 'I "' I I I " L FH I" ... 1 ~ I I I I WSD I ..-ROP. t2J\ ~~'I ~I I f1 I s~s I 24 v:::; I~ l'i• I 4 @ /1 SSf -I I I I I I I wss I I I l/) ;;1 I 7' I ! 11 I I 0 n' 1-1------~;---+-j WSS \ I I 0 m I I ,' I 11 """'"""'td...-tt I • ~SS I 101 2:il I 5 I I SS~... ~ • : 25 I I~ '1 StA 10+42. 32 PRnb SS~H I ~ ,, sin I I ~ ~ 3, mp 3 l. 05, 1 7f-L 2a. 90"' ,, .. I I I : ~ i I I I~ I I ~ I I 11'1 I 6 I I SS~ .. slss 26 I ' r _, I I~ I PROP. 8/ PVC s~ 11 wss ~ . I ~": h...J:L_l_i:,IN~E_:'£'F~" ,' fij@>_CJ.0 . ._4-_4;;;,%1.:=::::m .1-11 r i I I; II / I : I I I I:: l:U----tt-t:~ss 27 / 7 I SST I I I I ' : ! I : WSD ! : i I : I i WSD : I~ I I I I I I I~ 28 I I I s I ss~U---l"Hilss I I I ~I U\I I I I I ,;; I I ' I ;;:, '"' I I I I I I I wss I I I I \ 9 @ I ,l 1---H~SS ID: 29 I I I I I ssr... :~ I~ I I I 1 1 1 l I i ,WSD ' I I 1-'-----+---~--:i i1----1 I I I I I I I 1- 0 -Tt~SS I 30 I I di I I i8 I I to 'I' I sst-I I I I \ I I WSD : I I I I ~ I I I I I I I 31 I I u: I 1 \ 1 w~s l=r'l>==l-!yslss I ~ I I I J> p RO p. FH I ' v 111 ?iJ I <:; I I I I ssf-~ ~ 1+----l------t-11 I rri s'r A 6+64. 43 IPRDP ssM~ (/) 1 1 I F,2, TOP 3l.107, FL 21411, r;: ~SS I I I ~ I I i I I ~ I I 32 I I ~ I I : 12 I sst. ::..j wsD' ~w:-~:-------tt: I':"" I I \ I I [}-P~DP. B' PVC \/TR I I::.: I '1 . , , 1ss I 33 I I PROP. 8" PVC SS 1 WSD I I LINE "F"\@ 0.4~ I J_f-Ll----11 _____ -'-11 I I I 13 \ I ssl'" 1 ' I I I I I I \ I I *s I 34 I I I I \ I I wss I I I I I I 14 ~ I SSf • WSD I I I I I I FL s· s~\25117 , ~ss I 35 I I I I \ I I I I 15 MATCH LINE "F, STA 4+75 CONTINUED FROM SHEET 11 n:s: OJ> Z-1 -10 ...... :r: z Cl l'l ....., 40 35 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 8' WTR SET 30' CLEAR BEL 'rJ TC 12+00 13+00 14+00 STA 2+27 LINE 1 K1 = STA 14+01. 44 LINE • F1 , RDP SSMH K-1, TOP 30. 38, FL 6. 75 15+00 40 35 t:J z l'l 'l NG 1=F===pN:::G=-===-f-==-=--=-:::..::t=-:;:..::::.1:.IfCJCl'J~~RfT J;@C_lol[.~~~:z-=.:::..::=i------------TC LT~ T@0.3% -----------------------re Lr&. RT;-';;---------rc;cr ~7r-- 30 ======~11====+=====+======+:====1+-----4---+----\,----l----==+::=====1='..:'.::::==~11=::::~~~L11~='f'.==t-_j30 Al ' D'l ::;;:: . ::::::::::: ::::::::::::::::::::::: :::::::::::::::::::::: ::::::::::::::::::::::: .... ·: ::::::::::::::. :::::::::::::::::::::: ::::\: .. ::::::::::::.·.·.·.·.· ......................... JI. :C::I ---· .. =·= ..... ...,.,.. ;;;::;;::;;;:;;;:;;;: .. ·;:::::::::::::::: · ·: :::;;;;:::::;;;::;:_:::: :::::~:~:~:::::. ·:::::::::::::.::::::::. ·:::::::::::::::::::::: ·:::::::::::::.·:_;;;.. ... : I 1,1 11 11 .... .-"[.·~::.::::: ....................... .. • . ................ ....................... • ---------. --:"". ------ilt11I PROP. 8 PVC SS O. 4% ~~~~~ ~ ~0 ~0 ~c &---------2~~D~--------------____ 2 ~HllP:__ -----~":::::;:.,,__., LJ 2~~c~::F8 c~ i~-~=~~~J ~~~~~~~~~~~~~~~~~~~~~;;;;;;~~~~~~~~~~~~~~~~~~~~ .. ~-;--~ .. ~~~~~~~~-;·"~·':·~~~~~ STA ,+64. 43 PROP SSMH PR P. 8' PV SS @ O. % PRO ' B' PVC SS @ 0, 4', "·-..::··: ::::·:.:::::::: ::::::::>" F -2, TOP 31. 07, FL 2 4. 4 t ~;::;:;;:;;;;+:::;;;;;i STA 10+42. 32 PROP SS H J... 25 ~F 8' SS 25. 1 25 STA 14+83. 44 END s• PVC SS LI NE • F' AND PLUG, FL 2 l. 79 20 c---c-----r----+----+----+----+-------t-----l-----lC-F-_3_,_T_D_P-+l-.0-5_,_F_L_2r._9_0 __ -+----+----+----t----+~~~==[~~--;cj-;o;--;7-Jf'f-tl+t+-~,;--il'-'-h-''-'-----120 F 2l. 4 "'"1:J.1'""~ '-PRO , 8' PVC DR P CON ECTIDN EAC SID OF MH 1s~~---~---~--~---~---~--~---~--~---~---~--~---~--~---~---~--~---~---~--~---~15 PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP STA 00+90 BEGIN PROP 12• PVC SS LINE • K' AND PLUG, FL 17, 04 1+00 40 2+00 PROFILE -SS LINE 'F' C BEAR ISLAND ST. ) 3+00 4+00 5+00 6+00 7+00 8+00 -~---~--~~--~---~--~---~---~--~---~---~--~---~40 35 1-----+----1--~-t-----+----l-----+-----ll-----+-----l----+-----+---+-----+---+-----135 STA 2+27 INE 8 K8 = TA NG I------------1--- 14+01. 44 INE 8 F8 , P DP SSMH K-1, TOP 0, 38, FL 1 , 75 ------------------------- S A 5+17 PRO SSMH K-2, T P 3l. 00, F , 16. 14 ------ I l.. LI II< i"(T @ 0. 3 • TC LT &. --------------301-----+-----+-~h'--+-~---+-----ll-----++---+-----l-<l----+----+----+----+----+-----lfl~---<30 ,---1------------------------:-1 STA 8 02 PROP SS H K-3, TOP 3l. OD, FL, 1 , 54 I I 42'RCP 48'RCP I I 25 I 1-----+-----+---++---+-+....---+-----1f-----+--4'---+-----+--+-+---+----+----+----+----+----++---~25 L-r-----------r------u--------------------_ _F~!:_R PQ_S~_TEMP ~~_l)l_TCH@ Q, 22% :::::::::s_::::::::::: ::::::::::::]:::io-::: ........... o·: :::::::: ::::::~::::::: ::::::::::::::::::::::: :::::::::::::ll:::~::: ::::::::~~~::~:;:~ ·:~::~;:::~~:/ ::::: ·: ::::::::::::: :::::::::::::::::::::: ::::::::::::::::::::::::::::::=::::::~ .. :::='ii~·~·:::.::: .... ::::.:::.::: .. :::.::: .. ::::.:::.:::.::: ... \_TOP 8' WTR 23. 4~ 8' TR IN BEAR • ................................................ , ........ .. .... .. ISL ND ST TOP 8 1 WTR 22. 13 20r-----+----r---++-+-----+----+-----+-----1r-----+--++---1----+-----+----+----+----------120 0 ITT (Y] +~ 00 1- <I W 1-W (/) :r: (/) ' :r: z ' D w >==1 zw ....., :::J _JZ :r: 1-u z 1-D <IU L: P rR~J~1P__.1~2-·p~v..,._~s~s"'"'"'@~o~·¥2~1~%~ot'~r-~~-t.;,:;:,;......:.,:;;,,.,;~:...,;;s~s....=,@-f~.:::...~.j....~~-+--lo 0 · 21 % PR P 12' PV SS @ 0, 1 % ~J===j===jt:::t===t:===t:~i=-==-=-±r-:-::::::1s:~~=~~1~~~~~~~1~~~-;-;-;-;1~-;-;-;-;-;-;1r;-;-;-;-;-;'~ FL 12· SS 15. 44 15 ~--~--~--15 PROFILE -PROP SS LINE "K" C MEEREEN ST. AND OFFS I TE TD EAST) BASS & WELSH ENGINEERING THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS ANO WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' 120' I•• I I I SCALE: 1 '= 60' TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I NPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX SANITARY SEWER AND WATER PLAN AND PROFILE OWN. PLOT SCALE: SCALE (H): CHK. N WEI SH SCALE (V): DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD5 AS SSW 08068 SHEET R OF 33 I I I I I I I I I I I if I I / / I N , PORTION OF A 2'93. 041 ACRE TRACT, DOC. ND. 2019035726, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 57'9, CERTIFICATE 31 AND SURVEY 13'9, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CO. , TX, MPM DEVELOPMENT, LP PORTION OF A 293. 041 ACRE TRACT, PROP 12' DIAMETER X 3' DOC. ND, 2019035726, D. R, , A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY. NUECES I CD., TX, MPM DEVELOPMENT, LP STUBDUT AND PLUG, FL 9. 16 'J' PROP SSMH H-5, CAS] NG P] PE \If STA 15•97. 27 LINE 'H" -PROP. 8' PVC WTR r = STA 1•01 LINE I /PROP 20 LF 16' PVC ~ -----_I -----~ ~ ------: ------: ' \ ,-TD~9'_~' ~ 9:.2_'i ~ I --f_ ---- I I L STA 6•31. 02 END 10· I PROP 0· w BY L _j. --S~F~. 72~ _I ~OT:::: 18"SSBY ---: -~ I 1 TIJER~--- D 2+00 ' 3+00 l 4+00 ::J • 5+0 6+00 ""\. I ---1 ~ .£-S-__ _ c I I ,_ I I '° ,__.\.-_......-6' 1--I f-__ I _____ :___J I ~) 'I 0 FL 12' 13. 87_J -f--\-------i I FL 18' 8. 66_/ f-------I f!t:;V)_ ----jl 1-----~PROP~;.-Pvc ssl I I ;'g\, ~1~~P.,,)s~ Pov~2~s I ~r~Tl6;~g4~;0LC~~E·1· II I '-.,-.) I ~.I LINE "H"@ 0.21%--'I I ~_, I 'J' PROP SSMH I-3, I ~,~ lD -n1----1--_1 ""' ', I TOP 29. 50, FL 6_. 87-_I I ._, I I Lw~ ,k''i -----1 -I ~ ----!J_q------_J I§~ ', i----'5"'5'-'.,.0Ec--i--=55~'=DE"-<"11 I ~ -----::::>:; ----11 I '::: 51 PROP. 8'PVC WTR-I gl "-" ::'.:' __, "-' 'I. iii I _, PROP. \2" PVC SS I I I I I.,_ 1-.J I I.,_ -.J I I -~LINE "H'\@ 0.21 % I I I I PROP. FH-.. \ I < I n :<:'~ -----j_ -----1 \ ----I ..,1 @) Ill:~-:;; : I 15 II> I -210-1 D J> I I "c·I 16 Iii T a I I \ I I ~ /:::: I z ___, PROP. 12" PVC SS I PROP. I 12" PVC SS ii I \ '-.) '-.) :;g LINE "K"@ 0.21% I LINE "l:_"@ 0.21%~ I ril _J_ I "sswss ~ss_l_ _I I_ I -.J-.J I z \ STA 10+82 PROP SS~~ K-f. ~ -ttl' 'flV'Ue--:it • lllo·,DE 60' HDPP r LJ ~ ~ ~L !2'SS 15 44 -+ L TOP 30. oo. FL 14. ~. : rt--S'Lr--&S. ' I 10' n:_:,.J I -153f _ --1 t:J z / , / / / / / / / / / / ,, / / / / / / / >-· A'< / ftsTtA 1<+02. 00 LINE ·'" -I I:: ,0 I l'l · QARTH ST -< ,.,-ru I 'H' =STA 13+98 L!Nq __, ~ -----54• RCP ~ _. .. I • K' PROP SSMH H-4, \ 16 ;J , -----~ r -ss~ TgP 29. 35, FL 14 28 I I i.,_ I DI/ / / / / / / / / / / / / / / , / / / ' _,. -~ ~ ! I 1 ~ ~ e-----It-PROP. 8' PVC w~ /" r I I=+ i:ffe-ifM--I -=f 'wss 00 11 s~ I 1\ II ---_I I ___, I 8• x 6' cRoss PLUG~EY I 0 I I 1 I ss~ C: ~ss I c,::., I 11 I l'l J> 0 BOTH FREE 6' END1' ' (:! I I 1 7 '..;:::; I \ I ~CD I G (:! I I ~CJ I I I : ~ I ' ~~ I n3~------r~:J-----\ -\ -;;--: :eece :·m@[',~' ~ j'":~,:~e,;-;';,1 ', \ ~:---~ I __ ----J@-----___j L _£1_ --I I ~! ~!1 ;:; w:~ 1 1 I I \ I ~; I 2 E I I i.,_ -.J I : 3 I ss~ = ~s I 19 I \ I ~~ : I I I I I I : : lq I \ I ~; ----I D D • er -1 D D l _____ ~_L_ ( :-f_PROP ... J ~ s@" P 0 v.c 1 23~s I G !::; LINE I :! s I FL 12· 8, 86 ~ I I -.J L---- 1 6 I ~0 I o!::; --~- I Lw;;:: I g ::s 1-£! I 2 r----- I PROP. 12" ~LINE "I"@ L--- 1 I I f---- 1 I PVC SS 0.21% 1-- (/) (/) 1--z <[ _J D > 30 1+00 !'!.G_ ----- 2+00 3+00 / 4+00 5+00 6+00 ,,.,...--------------!-------NG 30 -----1------------- PRD'. 8' WTR • ~ I : ~ w,~ l;'j I \ I ~ n I 1 ',, 4 11 SS~ ~ r I 20 I , I ;§ I I "" : WSD ~ I I I I · '\ I I N-sTe 11+52. n PROP ssf.1H -----i I ---- 1 I it,T -( I l Ou I OH- I ~~ I ~d 6 i ~ + f-----++--+---+-<--1-¥' '4A----< D' I "' I u > I n_ • I OJ '·r I I ~ ~"' 0 ~cc n: D DC Q_ O I CLM + f--------<t-+n-D-C\J~-o+--t-<-----< OJ ti:~ I "~ I "' . I --' Cli I 'l' ai I " ru I I I o I o I + >--------tt-f---o--<-tt-ir-------i I' I I I I I I I I (/) VJ o I o I • u > Q_ + f-----++-'+--++-+~>------" '1J "' <I w -" u n: D DC Q_ I O::'.~ v r ~~ 00 I Co~ ~ 6 : ~ ~ + c------t-+-'c----,.-,-+tt------< ITT I -" I ~ I / ' I w z _J (/) (/) I w _J LL D (l'. o_ (\j 0 '3+00 [ 8' WT 4' CLEAR BY JTHERS BELO NG CL D IT( H BY [8' WTR 4' CLEAR '\ ~--t-/DTHERS BELOW NG \ 2 5 f---~··=···=···=···=···"!·· ft• =···=···=···'---t-.,.,..,:r---=.±-----+--+---f--2 5 . ............... . ....................................... :::· ..... . ... ···:::::::: :::::::::::: ::::::::::::~~:ii:::: ,:::::::::::::::::::::: :: ::::::::::::::::::: :::::::::::]e:ii:::: ::::::::::::: r::.::: ··· .. :···... ,,.··· ... ... J -..·<::··-.... />/ MATC~ 8' WTR BY JTHER ' ~ / .... ·· .. . 201-----fH---+-----l--~-~ ... i---c.-.......,.=ol-=c;<-----+----t----+-----tt-t----1-----+-------<20 PROV IDE 0 LF 16'PVC C SING PIPE ......... TOP 8'WTR 19. 0 STA 16+[ 0. 37 LINE • !" = STA 5+04. 70 LINE • J' PF DP SSMH I-3, TOP ~9. 50, FL 6. a7~ ~ 15f----""---+------1-----+----+----+----+----+------4<-+----+----+----<15 STA 15+'97, 27 L NE "H" = SA 1+01 LINE • J" ROP SSMH H-5 TOP 29, 00 FL 9, 15 FL 8. 66 ST~ 6+31. 82 END ,/" 5 181-' SS, FL 6, 7 2.-/ 5 ~---~---~---~---~---~---~---~---~---~---~~--~--~ PROFILE -18' SS LINE 0 J' ~~~~~-~~-~~ C OFFS I TE. ABOVE RIGHT) 30 ~--~--~ 30 STA 10+82 PROP SMH K-4, TOP 30. 00, FL 1 . 95 ~ 25 f----++----< 25 PROP 8'PVC PIPES X 3' LONG & PLUG 2 0 f-----;==ot. v 2 0 FL 19. DD l ~ FL 1', OD PROP 8' PVC D~,o~P~-IL ~PROP 9• PVC DROP CONNECTION '\., CDNNE CTIDN 15 ,_____ FL 16.94 15 ~ DETAIL -PROPOSED SSMH K-4 LOOKING EAST NTS PORTION OF A 293. 041 ACRE TRACT, DOC. ND, 20 l '9035726, D. R, , A PORT I ON OF SURVEY 135 ABSTRACT 581. CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERT IF I CATE 33, SA ID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CO. ,TX, MPM DEVELOPMENT, LP 10+00 11+00 12+00 13+00 14+00 35~--~---~---~---~--~---~---~---~---~---~--~35 ITT (Y) 0 (Y) l[) (\j 0 _,ITT + STA 10+ 2. 00 PROP SMH (\j 1--aJ K-4, TD 30. 00, FL 14. 95 MATCH LINE 'G' STA 4+75 CONTINUED FROM SHEET 11 W NG w<r:30F-=-=-o=-'-i=~--~~=f-"-~~...-..,~-~=+=~=l.--=--+-=-~=-'4=-=--=-=="=-=--+-----+---+-----i30 I 1--7 0-0-r==-===1=~=.c= ----. = > NG VJ VJ II ;>:, D :r: r ____________ j ---- 1 I I ~-25i----r----r-----ii----r--++--+------t-----r-+r-~,,.,,....=-,..,---t--~-<r---t11125 LL W I I 54 • RCP 60' HDPP FL PRO OSED TEMPO ARY DITCH o. 227. I I i=1 Z TOP 8' W R 22 13 I I w f----l .............................. ~ .. ·····-:··· .......................................................... T P s·wTR 21 s --------u ---- ::J _J ...................... • .............. ~ •• W ............................................................. : ........... ~'"Ii""......... ....................... ...................... ...................... • ....................... . z 2 0 ····· ............................................................................................... a:.w ............ . ........, ::r:: 0 STA 14+02 88 LINE 1 H = STA I-u 13+98 LIN I K1 PROP SMH TOP 8' WTR 20. 80 20 Z0 I--<[ Q H-4, TOP 9. 35, FL 1 , 28--------.... PROP. 12" PVC S @ 0.21 U ::>:: ~~~~~~~::r:::::::r:::::::r::::::i:~r:::::::::b~P~R~O~P~.~1~2~"~P~V;C~S~~@~0~.2~1~%~,~:::::::::::~====~ 15 " FL 12'SS 15. 44 15 PROFILE -SS LINE 'K' C OFFS I TE AND QARTH ST. ) 1 '\l, 1 ~ 1 H-r, TOP 20. 67. FL 2~. 1 I 1 5 "\ I SSS ~SS 21 I I I I I I I ' PRO~.\ fH-l. WSD : I I I I \1 '1 f-'---+------~"~',-t __j 1 l I I --- 1 6 l\{s~H--""'lllHl-.+"ss 22 Ri I I 1:-J I 11 I ~ II I @> I I I Ul WSD ~ I ' I I Ri I i 1 1---"1 s~ 1 I I I @ 7 I s~tH---H.J~ss I 23 I I ----I I I I !I • : I I I I I I I 11 c wss : I I I I I 8 I ss sss I 24 I I I J ..:... r'ROP. s" PVC ss -----i I PROP. 8' PVC \.I llR-~~ I oJ, I I 1-1-------t--n WSD 1, LINE "H" @ 0.41' I I I I I II I I I I 9 I ss~H----ILI I I I ~ ~SS I 25 I I __J 11-+--:-------;---+rl!1 WSD : I I I ---I I I I : : I I I I I I rol I ssi 1 11 ~ss lq 26 [ 55 , DE 55' DE : fJ I WSD '"' 1;\ ' I ~ 0 I I I I : ... ,\--1::1 ' I -q-EJ---1 I I I \ I I I ij I -.J-.J I 11 I SS~ ' ~SS I 27 : ~ I lu < I I I I : WSD \., I ' I 0 g ::s I '1 o I 1-t:i I I 11 .;_ I '1 :::) 1- 12 I ssT ~s;r---;s-------1 '%> ~ I ~ ---I 111 I, ['11 e>I WSD I I ' ·, l'l I I 1-+-------::-<;t--r'l-I ' I I I 13 "'1 :1s:H--~Jss I 29 I ~ I II I I Q I I isT~ 7+21. 54 PROP ssM~ H 2. ~ I ---- 'C::Y ' I WSD ' TOf 28. 84, FL 23. 85 . I I l-jl------+,---+11 I I I ~ ill I I I I 14 I s 1 ~ Jss I 30 I ' ~ I D D ;:,+ I ~1 ! /STA 11 +06. 96 PROP SSMH ""f I-2, TOP 30. 5, FL 10. 78 1---- 1 I I r--- 1 I I ---1- I I r----- 1 I I 1-0-- 1 ~(:! I Q CJ -.J -.J f-li;c---- I g ::s 1-£! 12 I f---- I PROP. 12" PVC SS r LINE "I"@ 0.21% _I --- LL ---< D f-->--< VJZ <[ ::::J w l'J DZ f-->--< i=1 VJZ VJ <[ _J w f--VJ VJ l'J LLZ LL >--< D~ I I PROP. ~H-L -! '-' I I ~I ~ I ---~ I I I I :;:; WSD I I Ril ':! I I I 15 I ssb~"'~--n1ss I 31 I e I I ! __......---STA 6+27. 76 PROP SSMH [-1, c rr-TOP 30. 5, FL 11. 79 1 1 1 1 WSD 1 1 1 ~ 1 ~t 1r --- I I I I 6' ~ L i I ~ I -----1 I I 16 I ss;~+.i:----r~:;•ss I 32 @> I I I I I I I I I WSD I I I I I I 11-+l-----+-I -4-11 I I I I ---_I I f---- I IPROP. ~:PVC W~Rs:fH~--1-lfssl 33 I : ! I ~FL 12·ss 12. 06 I I I I WSD I I I ------'---'-----'l-'----:=--=-=--~bi:-J,--------~,-t11 , I MATCH LINE 'I' STA 5+00 l/r FL1 8' SS 24. 84 I I~ 18 I I 1.11 1 34 I CONT I NUED FROM SHEET 11 MATCH LINE HG" STA 4+75 CONTINUED FROM SHEET 11 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE' I'= 60' 120' I DWN. CHK. 00 O(Y) + '1J 0 0 + ITT .... 0 0 + "<!" 0 0 + (Y) 0 D + (\j .... 0 0 + 0 0 + 0 0 0 + D' 0 0 + CD 0 0 + I' ITT (\j I 0 (\j '-STA 16+00 . 37 LINE •I 5+04. 70 L NE • J' PRO I-3, TOP 9. 50, FL 6. STA 11+06 '96 p:1 SSMH 1-2, TOP 30. 50, FL 10. 78 (STA 6+o 7. 76 PROP , SMH I-1, TOP 30. 50, FL 11. 9 7 0 = STA \ SSMH "' m ai ru -" ~ ~ OJ "' 0 @ ' ' w z - (fJ (fJ (.) > Q_ . N - Q_ 0 0:: Q_ !<: -N 0 = . w z ::J <JJ <JJ u > 0.. ' . - 0.. 0 0:: n. I 0 0 + '° 0 0 + ITTD (Y) l[) (\j 0 ru ~ J;::j i 0 ; J @ ' .. w z ' ::J I "' D nj - ~ ~ . C\J - -" /"" MATCH LINE 'I' STA 5+00 CONTINUED FROM SHEET 11 BASS & WELSH ENGINEERING l[) ITT TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. ~ w 1-- (/) LL LL D w z _J (l'. w 3 w (/) >- (l'. <[ 1-- z <[ (/) w _J LL D (l'. o_ F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX SANITARY SEWER AND WATER PLAN AND PROFILE AND DFFSITE SANITARY SEWER AND WATER TD EAST N WEI SH PLOT SCALE: SCALE (H)' SCALE (V)' DATE PLOTTED , .. = 60' SAME JOB NO. COM. NO. PGD6 AS SSW 08068 NONE 02/18/20 SHEET ...!L OF 33 N N " I S T1J11 L!f r11E:c n::<: DJ> z --1 --1 g ,.__. z,- c~ 'l z t:::) 'l c-----36+00 'l _ ,rPROf:'.:_F~ .'/. I !Cf . -_Ji .1 37+00 -----------~-----11 118 126 ACRE TRACT II, DOC ND. DROGON STREET PROP l6'PVC WTR BY OTHERS-.....,__,/, 2Dl5Dlll69, o, R., BILL BROWN ET AL (FUTURE 75' ROW) Al+OO 42+00 '>t--,77 38+00 3 '3+00 ---------+ -lb ----__ -_o_o____ _ ____ µ AJ c_'t==~~,,--~==~...:::..::::..:::-:-::..:::::::::-:-::..::::::::~=-======--......::::2:o:·:D:E:S::::~::~::::~::::::::::::::::::::~;:::;~~~~~::::::::::::::::~~=::~/3 ~ , "! PROP. FH i' /?-STA 42+47 C fJtPRDX) (/)I (/)--1 PROP 16' PVC WTR /Ii; PROP TEE B/Y OTHERS 20. 00 AC. TRACT, DOC. 'l J> PROP 16" PVC WTR NO. 2005027456, D.R., 'l w LONDON IND, SCH DIST. I I --1 Ul + C-' Ul r-> 0 n3: DJ> z --1 --1 n ~ ::r: z,-35 PLAN 16" \./ATER LI NE NEAR/AT CR 33 1" -60' ----------------------------------------------------- 36+00 37+00 38+00 39+00 40+00 ------------------------ 41+00 42+00 43+00 35 I I c~ 'l z t:::) 'l __ _tlG ___ f v--CL CR 33 'I • Al L 30 D, ::<: (/) (/) ::r: --1 'l J> 'l w 25 --1 Ul + ...... Ul ..._.o 20 r-------1------ bRDP 16"PVC ~OVER BELOW ······················ ······················· ······················ ······················· NG ------1-----------i-----------1------ WTR ( 5' .~~~·}: ....... ······················ ······················· ······················· ······················· ······················· ...................... ······················· ······················· ······················· ........... ··········· ······················· 1------------r-----------1------ I 30 Pf DP 16' PVC "TR ( 5' I CPVER BELOW <G)}: . ······················ ....................... ······················· ................... ::::·::::::::::::::1 ······················ J'.-PRDP 16' TEE ....................... ······················· ······················· ...................... ...................... / 25 DETERMIN 1-HDRIZDNTA r AND VERTI A~/ LOCATION OF 16" WAT R BY OTHER PRIOR TD ANY WATER CDNSTRUC lrIDN REFLEC Ir-ED THIS SH "ET BY OTHERS 20 PROPOSED CITY STANDARD 4' l.D. FIBERGLASS MANHOLE FOR SANITARY SANITARY SEWER SET INSIDE INVERT ELEVATION EQUAL TO 18" CLEAR OF BOTIOM OF PROPOSED 16" PIPE NOTE: PROVIDE 2 COATS BRINER'S DURAZINC OVER ALL METAL SURFACES WITHIN MANHOLE. APPLY PURSUANT TO MANUFACTURER'S RECOMMENDATIONS. PIGMENT FIRST COAT BRIGHT RED. TYPICAL AIR RELEASE PROPOSED GALVANIZED /PEDESTRIAN RAIL PURSUANT TO / TXOOT DETAILS PROP 63.11 LF 7 1/2" X 1'-1" R/C PEDESTRIAN RAIL SUPPORT BEAM IMTH PEDESTRIAN RAIL ATOP PURSUANT TO TXDOT DETAILS (BOTH SIDES OF STREET). PROVIDE 2" RISER AND DOWNTURN, BRASS IPS FITIINGS AND NIPPLES PROPOSED 2" AIR RELEASE AND VACUUM VALVE, VAL-MATIC MODEL 802A, OR APPROVED EQUAL. PROPOSED 24" X 2" SERVICE SADDLE WITH 2" BRONZE GATE VALVE ">--PROPOSED 16" WATER PIPE PROPOSED 4" PVC PIPE 5' LONG, CRUSHED STONE FILLED, FOR DRAINAGE VALVE DETAIL NTS TIE WALK TO CURB PURSUANT TO Cl1Y STANDARD DETAILS TIE GRADE BEAM TO WALK WrTH NO. 4 "L" BARS @ 12" OC (MAX). ''L" BARS TO BE 20" HORIZONTAL X 1 2" VERTICAL LEGS TOP ELEVATION OF GRADE BEAM VARIES, = TOP OF CURB ELEVATION + 0.1' + 3/ 4" CHAMFER = TC + 0.16' 55' 55' 11 O' DRAINAGE ROW S=O, 541. FL BOX CULVERT 22. 66 S=DI 54% 11 11 FL 22. 70 11 PROP. 4' X B' RIC II BOX CULVERT @ O. 5% I --------------------9 32+00 --_ ___,_ --------------------~ TIE 5' WIDE WALK TD CURB WITH REINFORCING STEEL AS PER CITY 111 STANDARD DETAILS AND TIE TD 1' I x 1' R/C BEAM IN SAME FASHION II A 11r- S=D, 54:1. Sd . 54% PROPERTY LINE S=O. ~y. II II II II II II II II II II PROPOSED 4' THICK. REIN 15" DCEW. TOP WINGWALL WI L-BARS 9wx9 WIDE X 20' R/~ SPLASH PAD 4• ORCE WITH ND. i 3 REBARS AT EL 22, 66. TIE TD FACE OF H ND 3. L-BARf @ 1s·oc CMAX), Ul q "' ' '" STA 32+44. 53 GB &. CL D UBLE 4' X 8' BOX CULVERT, TC L RT 30. 40 DRDGDN ST PROP. 5' TI ED SIDE WALK OT SIDES LE GTH OF D OF STREET, 5' X 63. 11' WINGWALLS + 15' EACH E 93. 11' TOT AL LENGTH OF 5' WALK V. '>'//. W '///// l/N 'Z "//. "////f, '--A 10' Lw = 22. 68' Ltw = 17. 75 Lw = 22. 68' 15' LE GTH D PARA LEL HEADWALL/YI GWALL /FOOTINGS= 63. 11' DIMENSIONS AND DATA AS SHOWN ON THE SOUTH SIDE OF STREET SAME ON NORTH SIDE ~DIMENSIONS AS TXDDT DETAILS 25. 00 AC. TRACT, DOC. ND. 2008018783, D. R, , LISD 10' 15' SPECIFIED IN PROP 63.11 LF 12" WIDE R/C GRADE BEAM SUPPORTING 7 1/2" X 1'-1" R/C PEDESTRIAN RAIL SUPPORT BEAM WITH PEDESTRIAN RAIL ATOP (BOTH SIDES OF STREET). 12" WIDE GRADE BEAM 18" DEEP OUTSIDE MBC. TOTAL LENGTH OF PEDESTRIAN RAIL + PEDESTRIAN RAIL SUPPORT BEAM + GRADE BEAM = 93.11' 20. OD AC. TRACT, DOC. NO. 2005027456, D. R. , LONDON IND, SCH DIST. PLAN -2 BBL 4' HIGH X 8' WI DE HBC WI TH PARALLEL WINGWALLS AT CROSSING OF DRDGAN STREET (SHEET 5) NTS TYPICAL CURB & GUTTER \ VARIES 1/. TD 2/. ~ 5' WIDE TIED CW PROVIDE 4 EACH NO. 4 BARS CONTINUOUS WITH NO 4 FULL STIRRUPS @ 12" OC (MAX) PROP 93.11 LF 1 2" WIDE R/C GRADE BEAM SUPPORTING 7 1/2" X 1'-1" R/C PEDESTRIAN RAIL SUPPORT BEAM WITH PEDESTRIAN RAIL ATOP PURSUANT TO TXDOT DETAILS (BOTH SIDES OF STREET). NO. 4 U-BARS @ 12" (MAX.) OC PURSUANT TO TX DETAILS (PROTRUDE 12" INTO GRADE BEAM) SECTION. B-B (OUTSIDE LIMITS OF MBC) NTS ----PROPOSED PEDESTRIAN RAIL PURSUANT TO TXDOT DETAILS PROP. 4" THICK SIDEWALK TYPICALLY REINFORCED. 5' WIDTH. TIE WALK TO CURB AND TO GRADE BEAM AS FOR TYPICAL SECTION OUTSIDE LIMITS OF MBC (ABOVE) PROP 7 1/2" X 1'-1" R/C PEDESTRIAN RAIL SUPPORT BEAM WITH PEDESTRIAN RAIL ATOP PURSUANT TO TXDOT DETAILS (BOTH SIDES OF STREET). MULTIPLE BOX CULVERT NOTES: TYPICAL CURB & GUTIER TOP ELEVATION OF GRADE BEAM VARIES, = TOP OF CURB ELEVATION+ 0.1' + 3/4" CHAMFER = TC + 0.16' 1. THE PROPOSED TWO BARRELL 8' WIDE X 4' HIGH R/C MULTIPLE BOX CULVERT, WINGWALLS AND PEDESTRIAN RAILS SHALL BE CONTRUCTED PURSUANT TD TXDOT DETAILS SHEETS IN THIS SET OF PLANS. THE PROPOSED MBC SHALL BE CONSTRUCTED WITH A 1' X 1' HEADWALL PROTRUDING ABOVE THE TOP OF THE MBC AND A TOEWALL PROTRUDING BELOW THE MBC, BOTH ENDS OF MULTIPLE BOX CULVERT. VARIES 1/. TD 2% /PROP 93.11 LF 12" 'MDE R/C GRADE BEAM --=F=~:]jR~Q5~~=~===rffn~ SUPPORTING 7 1/2" X 1'-1" R/C PEDESTRIAN -----, __ _:,..,, ~ 5' WIDE TIED CW SUPPORT BEAM WITH PEDESTRIAN RAIL ATOP PURSUANT TO TXDOT DETAILS (BOTH SIDES OF STREET). RAIL 2. THE REINFORCED CONCRETE WINGWALLS SHALL BE CONSTRUCTED WITH A TOEWALL PLUS THE B" THICK WINGWALL ABOVE. 3. THE TXDOT METAL PEDESTRIAN RAIL ASSEMBLY SHALL BE CONSTRUCTED ON A 1'-1" HIGH X 7-1/2" WIDE REINFORCED CONCRETE CONTINUOUS RAIL SUPPORT BEAM CONSTRUCTED ON TOP OF THE ABOVE DESCRIBED GRADE BEAM ON TOP OF MBC AND CONSTRUCTED ON TOP OF THE PROPOSED 12" WIDE X 18" HIGH GRADE BEAM WHICH EXTENDS BEYOND THE LIMITS OF THE MBC. THE PROPOSED PEDESTRIAN RAIL SHALL TERMINATE ON BOTH SIDES OF THE MBC IN THE 12" X 1 B" GRADE BEAM. 4. PROVIDE 3/4" CHAMFER ALL EXPOSED EDGES OF CONCRETE STRUCTURES. 5. PAY FOR THE TWO BARRELL 8' WIDE X 4' HIGH R/C MULTIPLE BOX CULVERT, RELATED EARTHWORK, R/C WINGWALLS/FOOTINGS, R/C HEADWALLS, PEDESTRIAN RAILS, R/C BEAMS SUPPORTING PEDESTRIAN R.AJLS, DE-WATERING ASSOCIATED WITH THESE ITEMS AND CEMENT STABALIZED BEDDING BENEATH THE DOUBLE BOX CULVERT AS "DOUBLE 4' X 8' BOX CULVERT WITH WINGWALLS". THERE SHALL BE NO SEPARATE PAY FOR ANY OTHER WORK ASSOCIATED WITH THE DOUBLE BOX CULVERT. PROPOSED R/C 8' WIDE X 4' HIGH MBC 2 BBL CEMENT STABALIZED SAND BEDDING PER CITY STANDARD STORM WATER DETAIL SHEET -~ SECTION. A-A (AT MBC) NTS ND. 4 LI-BARS AT 12" DC AND SHALL EXTEND INTO 1' X 1' HEADWALL BELOW A MINIMUM OF 11" PROPOSED 1' X 1' R/C HEADWALL PURSUANT TO TXDOT DETAILS {lYP. BOTH ENDS OF CULVERT) BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' 120' ti ••D•cll--t::' =======I SCALE' 1'= 60' OWN. CHK. PUBLIC I NPRDVEHENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX WATER PLAN AND PROFILE, AIR RELEASE ~ VACUUH VALVE DETAIL AND HBC ENLARGED DRAWINGS PLOT SCALE: , .. = 60' PGD7 AS WTR COM. NO. SCALE (H): SAME 08068 JOB NO. SCALE (V): NONE N WFISH DATE PLOTTED 02/18/20 SHEET J..±... OF 33 “”“”“” z 0 >--" I I I I I I I I I I I~ I I" _ ______,I I "' -< '" :<"' '" "'" "'"' '" "< . - I I I I~ I I I _:= ----t UL> ,. Q '" "" ·:i: "' J> . " '" -w -ru -- -0 22 ( 8 ( 7 23 I; ( 9 I; ( \ \ 6 N89• 04' 28'_[;_ 439. 48' 1:""'5' CJE; me. 1'I[];---- I -------- 24 10 5 LDT lA, --f---7. 5'UE 0 26 25 27 - RHAEGAL CT 25'YR 5 EE ------r-- DRDGDN ST 25'YR 0 2 4 3 7~ UE ---- S89" 04' 2s• W 513. 61' 7. 5'UE 334, 530 SF = 7, 680 AC 0 LDT lA, BLOCK 3 LOT 1B, BLOCK 3 I ~ -_J.) I I SSFW, SSF~] 11 I 11 I 11 I 11 I 11 I 11 I SSF 11 I ~J 11 I 11 I 11 I ~11~1 "'11iiil 11 I 11 l 11 ~ 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I I I 11 11 I 11---f---- - 11 2 4 PORTION OF A 130. 570 ACRE TRACT, noc. ND. 2019051482, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTJFJCATE 31 AND SURVEY 139, ABSTRACT 577, CERTJFJCATE 33, SAJD SURVEYS NAMED CUADRJLLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP ---t--1-7. 5' UE 5 6 7 8 SSF I I r, -IOI~ '2 L.J RI~ 3 3: J>O -10 nz :r: -1 ~ Al D z --j :r: Al D z f'l t:J Al 11~ '------------~ -·~--·- IZ ~c \j,b.L;:._=:...=-=.=_=1=-::::::..:::...=:...=_±.=_=._:=-:=.=i.-=.:=-:::::..:::...=~-±_::::::_:"5~'=EE'._.=-=.:1-=.:=-:::::..:::...=~-...L----~~-'l-~8 I Iii'~ ~~(/) BLACKWATER ST , t~ltS~SF~----,---~::-=::-T:-=-=-=-:=-::=r=::-=::-=:-=-=-=r=-==-::::-=::-=~-=-~~=-::=ir=-=-=-=-:=-::=-f VJI ; i --~~ t--5'EE --i1·1 "r-----J> l'l _ __,_, -1 25' YR ()'\ IC--3 4 5 6 7 sci;; ~I~ l 2 D '"1 I~ ~ n -10 t-----~~---~~' (~--;::__---~_-_-_-~_-_-_-g ~ -r 'z r_"'lssF 1°1 L.J 15'UE --20' YR LDT l -5'-<:E LDT l DRDGDN ST - ------------ LDT l ~c z l'l l'l t:J ~D .z MATCH LINE 1 A1 STA 12+50 CONTINUED FROM SHEET 14 PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 5Bl, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAJD SURVEYS NAMED CUADRILLA lRRIGATlDN COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP N THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I••' I SCALE: 1 "= 60' 120' I DWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX STORM WATER POLLUTION PREVENTION PLAN N WEI SH PLOT SCALE: SCALE (H)' SCALE (V)' DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD2 AS SWPPP 08068 SHEET ....l§_ OF 33 PDRTrDN OF A 130. 570 ACRE TRACT, DOC. ND 2019051482, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 3I AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579 1 CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES SURVEYS NAMED CUAilRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP CD., TX, MPM DEVELOPMENT, LP n::;;;: DJ> z_, _,n ~ :r: z Cl N l'l ~ t:J z l'l 'l /IJ ' on 3: ' (/) (/) :r: ___, l'l ]> l'l ___, O' + >--' 0 UlO n ::<:: DJ> z_, _,n e-1 :r: z, c~ l'l z t:J l'l 'l ' /IJ t:J D ' 3'. (/) (/) :r: ___, l'l ]> l'l >--' _,o >--' + uio D N89° 0,' 28" E 1050. 33' N89°04' 2B"E --------~ ----7. 5' UE 11 12 13 8 9 10 1050 33' '° 14 ...., 15 c.n D 7. 5' UE 16 1 I ~1 -< ~l 0 ~--~-- ---~ -_25_'._3 ---~ -~-t--------_J -r f-----________ J 5'EE -~ --~ ~SSF BLACKWATER ST GJssF ~~-~--_---,---=--::=-~-rc-::=--=::--==-:_=i:--=:::--==-::_+~::-==-::=-~5'7E~E~-~=-::=--=:::--==i==--==~s·~E~-E-~r:--==-:=-~-:--==-::=--=::~l1T 25' YR B 9 10 11 12 25' YR 14 I3 15 16 jl ~IJ ~I~ I SSF ~ ______ -, ______ -~ __ 15' UE _____ ~ _ IT_U"= -=--=--= -=--=--=-~ GJ -f-------r EJssF DRDGDN ST SSF g =-----------~~~~~~~~~~~~~~-----~ ------------11 I 0 1 11 LDT l I I I 0 I I I I 1 I I 1 I I 1 I I 1 I '1 I FF I I I ...'.: I 1 1~ 11 I 11 I // I ii I 1117 // I // I // I // I 15 I ~ II 87. 50' i-+------ 1 36 · I I I I I I 16 I I I I I I 1 µ.. 1 --- 1 :~ 37 @ I I 17 I I I I I 38 I 1-1---- 1 I I I 18 I I ' I I :~ I 39 I 1-l.-I ---19- I~ I @ I I I I I I I I I ::<:: 20 I I I I ~B ssF 40 I I n z fj ·I _l __ _!9' j'f/UL_ __ I ___, \;I::. -------+---t----I t-1 ' t-1 ~ z l'l l'l t:J DRDGDN ST ~D ,Z ~II I// I// I// // I LDT 1 I// //I 0 LDT 1 //I I// //I I// //I I// //I I // //I I// //I !$ I// //I fr I// //I 12 I // !:l I// //I & //I ;{ "" I // I// /lit i i I I I I I / I I I I I I I II I II I I // YI! I ii I // I 11 I 11 11 I II I II MATCH LINE "B' STA 12+50 CONTINUED FROM SHEET 14 0 LDT 1 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE: 1 '= 60' 120' I OWN. CHK. 25. 00 AC. TRACT, DOC. ND, 2008018783, D.R. , LISD 25. OD AC. TRACT, DOC. ND. 2008018783, D.R., LISD BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX STORM WATER POLLUTION PREVENTION PLAN 02/18/20 1" = 60' SAME PLOT SCALE: SCALE (H): SCALE (V): DATE PLOTTED COM. NO. PGD3 AS SWPPP 08068 JOB NO. NONE N WEI SH SHEET J.2__ OF ~ PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D.R. , A PDRTJDN OF SURVEY 135 ABSTRACT 581. CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD., TX, MPM DEVELOPMENT, LP 36 37 38 39 N I I I I I~ I l:e I I I I ='I Ul I ~I 15 16 17 CONTINUED MATCH LINE I I I I I I I @I I I I "'I '" I I I I I I ~I I f-l'--------t1-n' I I ' I 18 I I I I I U) I I I I r:i I I I I l I I 19 I I I I I I ON SHEET 18 u F' ST A 4+ 75 I I CONTINUED MATCH LINE 18 I I ON SHEET 19 HG" STA 4+75 34 I I I I 55' 55' Jjf---__±'_--ti---~---i ' I I '. 35 I I I ! I I I I I I'" I I I 1(/)0 Ul 19 I QI I~ I I 36 I I~ I : µ__Jl _____ H:I~ I I eJ I ' I I I I I~ @ ·~ • I I 20 I I I I I 37 1~ ~I f'l I I \~~I~ I : I I 21 h---+~---------,-JI I ~ I I I 38 I I ~ PORT ION OF A 293. 041 ACRE TRACT' I U)I I I ;;; I I ~-<. I I ~ DOC. ND. 2019035726, D. R, ' A PDRTJDN OF SURVEY I ,) ,;' ,, ABSTRACT 579, CERT!FlCATE 31 AND SURVEY 139, " I ~ I I ' 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, \ ~"'·.II 22 I "'I ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES l l I I I CD. , TX, MPM DEVELOPMENT' LP I I I I I 39 I I I I 23 I I I I I 1 I I ~1-~:------T1+-t1~~~~~~T,~Tr1--:~:-~ir-,-,r-~~~~~,11...-~~~~~....,...-rr-~2~-rl':'.1 ~r-1 ~~~~~~,rTr-,~~~~~11~rr1-:w:--~rr~qr-1~~~--;~~6~1t"i;---:24~-~~: I I I I (:;;\ 20 "'ol ~ ~ l ]~ @ I I 70 "'I ] J;: j o:::.] 48 f25\ I I 24 ~-<.I ]'.' q'; -<] 48 eJ I I I I 40 ei ,\; \;] ~ I~ 69 I (.;;:\ ~I ~ _, M '" l:C:7 i:i J> ;o I I I I I I I ;;;1 T 2' '1' I I e; "' I I I _:i d a d= L ----: __ 1 _19' YR/UL_ -_J i L Z I _l_ -1:± VJ I L _______ lO'YP."'c-V) -E~-l __ l _____ :::J; I -_J_ -+------_, (j:= -§' OE---1--1 -~ ---1,_ _L _ ----l0'--¥R/DIC-l-I-------____y <T--_TIYJ'.FZD=-1--r--5'LE-------Vl p_ ~ 5 <-ff --'"T-C--1 -----V? 't:::::" ---s"'TE""----1 r 0 , _, ro-, C:.J SSF L~SSF ~., C:.JSSF DRDGDN ST 25. DO AC. TRACT, DOC. ND. 2008018783, D. R , LlSD THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. < D ' J> z _, ~ C/) Vl _, I I I I JU! ]q !'" I ::o I I I I ' I@ ' I I I I I I I I I I I 35 36 37 38 39 19 I I I I I I I I I .. I I~. ' I I I I I I I ~ I I I I 40 I I I~ I I 1 l I l__ -, -ro• Yl<tU~' j \[:::_ -5 ~ --O__j -::: 0 30' 60' I•• I I SCALE: 1'= 60' 120' I '" Ul U) U) " " "' ;o ;o "' D D "' "' OWN. CHK. I I I I "' o- I --'"00 D· I ---"' '""' I .'.-°~ D ;o . "' I "'_, . "' '" ,.; I -_, ' ,_ I '"" ;o D" I <: D Zn "' I _, z "p ' I I I I I ~- BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I NPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX STORM WATER POLLUTION PREVENTION PLAN 1" = 60' SAME PLOT SCALE: SCALE (H): SCALE (V): DATE PLOTTED COM. NO. PGD4 AS SWPPP 08068 JOB NO. NONE N WEI SH 02/18/20 SHEET J_§_ OF ~ N PORT ION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTlFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I I I I I I I I I I I I I I zJ 0 c:;J (Jl I (Jl ' w I I\) ' I ~ I ,__. I 0 I\) I CD w I 0 ' I PORT ION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I I I ,------------1 I I , i r---------r011~~~6 1ft~---- I I I 1_..P,1r I I I I I I j I ____________ J I I 'Di 14 Di' I -----------1 i ~-----------_J1 ~n--- 1 r,;;-,19 I ' ~ R ~I G 36 I I I I I I -I D I '0 18 ~ ~ 1 ;;: 'CJ I 1 1 1 1 n z I I I I I :r:--1 ~ ~ ~ ~ JO'l~ 6j SS[~~~~~ ~Y~E~ : =.-.-.-.-.-.-.oc.ocJ~t~:~~~:~~~-=;;-~~l;;-~~-=~S~~-~-1---~~ I ~ i h--~~-----'>-,_SSF T-=-5#v~E-T: ~J I I : I 1 I ~: I I 2 ' J __. rn I ~1 I "I I I I I I I I~ I I I I~ 3 I I I I "' 4 5 I I I @1 I I I I I I I 7 I I I I I I I I I I I I I I I I I I I I I I I I I ' . I I I I I I ' I I : I 8 I : MEEREEN ST ?~~ _ _ ~------====_\:-=========~ ~ ~ ~~------------------------------------~r--~---s~ ~ SSF ,.+---------,-f" ,-_ ---------~ SSF I I I (/) :r: r:~~.J, y:-T 5'-ff_lQ' ¥R~ ~I I 1 Al I I z I -1 fTl td l'l J> Al [/) ' J> z Cl I I '.< I L-----------1 j;: I J> fTl : I I I VJ : ~ ~----------~ : :i I ~ ~ I I 21 I I G !:' : ~ : I ~ : ~ '1J : Ill) I 1-------~-s--1 ~ 2 I 1~ I I ~ l:J I ~ _, I ~< I ~ ~ I I 22 I I Q ._, I _, 0 : 2§ I ~ I~ I I -1------~~---J 0 t~ I i I 1_,_-1 I I I 23 I I I I I I I : I I" "I I I @ ~~.I l 24 IM~1 : I I I '. : 1 I w : I I Is I I I 25 I I Ul I Ul I I I I~ , 11\) II I I ,_;; I I 26 I I I e ! I I;\; '" I I I~ : I I I :::: : I 27 I I , I ' I ' I I ' I I I lll I I : I~ 28 I I I SSF I I I I DiJ (Jll I ~. 6! SF 1-+-'------'-t'''-'-+1 ,,, ~J I I I lliJµ:~1r---------;-1I I I PORTION OF A 293. 041 ACRE TRACT, TIOC. ND. 2019035726, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES I @I : 9 I I I : I I I I 11-'1---~1-----:-11 I I io I I I I I I I I I I I I I I I I I 1 l I I I I I I I I I l-'-1----,--1 --,-11 I I 12 I I I I I I I : I I I I I I I I I I I I 13 14 ' I I I I ' I I I I td l'l J> Al ~ [/) ' J> z Cl [/) _, I lni 29 I I :~ I~ I I I" i I I I I 30 I I I I I I i8 0 I I I I I I 31 I I • Ul I I 01 I I X:l ' e+-----+-------1H I fTl I I I I I I 32 I I_ I I~ e.1-----1--------l:Hlc I I I I I I I I~ I I 33 I I I I I I I I I I I I 34 I I I I I I I I I I I I 35 I I I I I I 15 MATCH LINE 'F' STA 4+75 CONTINUED FROM SHEET 17 CD. , TX, MPM DEVELOPMENT, LP THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE' 1 '= 60' 120' I OWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX STORM WATER POLLUTION PREVENTION PLAN N WEI SH PLOT SCALE: SCALE (H)' SCALE (V)' DATE PLOTTED 1" = 60' SAME COM. NO. PGD5 /lS SWPPP 08068 JOB NO. NONE 02/18/20 SHEET J...§_ OF 33 \ PORTION OF A 293. 041 ACRE TRACT, DOC, ND, 2019035726, D, R,, A PORTION OF SURVEY 135 ABSTRACT 581, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTJFJCATE 33, SAJD SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD, , TX, MPM DEVELOPMENT, LP I I I f-------------j I I I I I 1 ,0 0 I r-------t:Jk-----j I 1!-57 I I I~ I 1-----/7----1 I ~5 I I -~ -----J_ -----I I I I ______ L ____ _j PDRTJDN OF A 293, 041 ACRE TRACT, DOC. ND, 2019035726, D. R, , A PORTION OF SURVEY 135 ABSTRACT 581, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTJF[CATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRJLLA [RRJGAT1DN COMPANY, NUECES I CD., TX, MPM DEVELOPMENT, LP I I I 1------1 ------1 I I I I ~0 I 1-----~-----I '-..., --1 I ~<l:i I I ----~£-----_J I ~~I I I L.c_ --1 I I I i---- 1 L ___ _ I _,I @) Ill! x- i ~I 16 1~ T r'll I ~+--tit_ '®'.\ie;_ -s'Lr-d-_ d- , ' I r-~ L----~~~--,--~/--,---/-/,--7,-,-,--~,,,-----,--/~/Y-//--,--/~/,--Y-/-/T;;;~f;,,,.--.,A, L~~SSF / / / / ' / , , ~·, 1 QARTH ST , / / / / / / / / / / / / / / ------1-----1 I VJ I It:; ti I 1------r~:J-----: I 9;1 '-..., --------2@---__ _J I 2E I I I ////~~I 54'RCP @JSSF --11-.----------+---,,---I ri~E~----=i: I r-+ H¥-YRAJE --I I I VJ,_ I I I I (:;/:.: I 1 I I <CJ I I l -I --';;::--I I I I ff~ I I 2 @\ l L-~---1 I 5: ~! I L.c_ --1 I I " ri i I I I 3 I l I ' I I I I ' I I ' I I I " Ul 4 5 I I I : I l I I I I l I l I : I : I : I~ I l I @ 7 I l I ._l,__ ___ --+'--+t1 I ' I I s I l I I I [ I l--l1'---------t1--+111 I I 9 I : I I I I : I ! I I I I I l I 10 I I [ I 1-11e----------' 1 ----n: I I 11 I l I I I l PDRTJDN OF A 293, 041 ACRE TRACT, I I I : DOC. ND, 20 1 9035726, D. R, , A PORT I ON OF SURVEY 135 ABSTRACT 58l, CERT1FrCATE 29, SURVEY 137, ABSTRACT 579, CERTJF[CATE 31 AND SURVEY 139, ABSTRACT 577, CERT IF I CATE 33, SA ID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CO. ,TX, MPM DEVELOPMENT, LP I I 12 I I q I "!I I : I I I I I I I I I I I I I I I I I I I I I I I I I ' I :-J I I~ 13 14 15 16 17 18 I I I I I I I I I I I I I I I I I I I I I I I I I I I I l ______ _J I "' I I ~ I ~--------i I :~ I "'0 I I I I I I ><~ I r§; -----1 SS'DE 55'DE ~~ l--.±0~~1---='--""----i I I I " ~ I I I I 15 I I [ I I J__l ___ _j_ '"ii' I :lO';DE SS~ ft--I --'2'._DLJI - < D ' J> z _, ~ I/) I/) _, < D ' J> z _, ~ I/) (/) _, l 16 I I I ! I ' I I I I I I I I I I ' I I I I I I I I I I I I \q I"! 1~ I l:::i I : I I I I I I I I I I I ' I I I I I I I I I I I 1@ I I I I I I I I I I I ' I I I I I I I I I I I I I gi I - 1u:! 1zj \~ I I I l I I , I I i I I I I I I I ' ' I 1 I I I I I I I I I I 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 ' I @I I I I I I I I I I I I I °'I ~1 I ' T I I I I I I I I I I ' I I I I I I I I ' I I I I I ~I ~1 I I 32@ I I I I I I I I I I I I I 33 34 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 55'DE 55' DE I I I (/) 0 I ~ 0 I 0 0 ' I 0 -1' I -l'l I ~ I -1' 0 I ru D' Ul w UC ' " I I "' " I D " "' I ~ :>- " I !- D I " z r'l " I I I I I I I "' o---'"rn D----[\) c;; "' ~~ D ;<> -r'l "' --j . " "' /'; := --j ,_ "'" " Do CD Zn r'l --j z :>-p ' r'l MATCH LINE nGu STA 4+75 CONTINUED FROM SHEET 17 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M, WELSH, P.E, NO, 36240 OF BASS AND WELSH ENGINEERING, F 52, IT IS NOT TO BE USED FDR CONSTRUCTION OR BIDDING PURPOSES, 0 30' 60' I•• I I SCALE• 1 '= 60' 120' I DWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG, NO 100027-00, TX ENGINEERING REG, NO, F-52, 3054 S, ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD, , TX STORM WATER POLLUTION PREVENTION PLAN PLOT SCALE: -----SCALE (H)1 __l'C_N _y;Wu_EI SOtJH___ SCALE (V): DATE PLOTTED , .. = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGDB AS SWPPP 08068 SHEET 20 OF 33 ru (Y) co ~ I-- WO' wLn :r: + (/) ~ ru 2: <[ DI- D<: (/) U_ r:=1 w Wz ::::l ~ z_J ~ :r: 1-u zl- D<I: U:>: ru w ru .. STA 24, 84, 48 END BOX CULVERT, BEGIN TEMPORARY DITCH, FL 24. 64 STA 24+59. 48 END CS.G LT S. RT, TC ~RT 3330 -1 & RT, TC LT S. RT 33. 30 REMArNDER OF 136. 31 AC. TRACT, DOC. ND. 2016041530, D.R. --~ --~ 'I c -I c AJ f'l < (/) f'l AJ D z n -I / l --+ 1------1 L ______ _ 1------1 L __ l __ _J 'I c -I c AJ 'I z J> -I J> (/) :r: >---' J> I z ~-- r---1 ___ J 1--1 L _ _J 1--T ----I I --i---I 'I c 'l c -I c AJ f'l tD J> f'l I >---< (/) :r: (/) -I L ------------ -I c AJ J f'l L n --~ I ------ f'l Cl J> z f'l (/) -I ~STA 24+59, 48 END CLG LT 5+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 NG 'I c -I c AJ f'l tD J> AJ J> -I :r: f'l D z (/) -I / --+-- 1--T--1 L __ J_ __ _J 1--T -1 L ____ _J --i-- ~--1---1 33+00 34+00 35+00 > > > > > > > > > )>----z -----<C:::::::::==-- 'I c -I c AJ f'l I J> z z (/) -I f'l AJ (/) -I / --+-- 1--T--1 L __ J_ __ _J 1--T -1 L ____ _J FL TEMP DITCH 23. 93 ,--1--1 L--- 36+00 37+00 38+00 'I c -I c Al 'I (/) -I J> AJ 7' (/) -I / --+-- 1--T--1 L __ J_ __ _J 1--T -1 L ____ _J ,--1--1 L __ 39+00 40+00 41+00 'I c -I c Al 'I -I J> AJ C1 J> Al -< f'l z (/) -I REMA[NDER OF 136, 31 AC, TRACT, DOC, ND, 2016041530, 0, R, / --+ 1--T L __ J_ 42+00 43 +00 35 n D z -I :=_;\ ._NG --+--'--'----1--+-. -+--+--' -I----------1------NG ::<:: c J>Z -I c n f'l :r: t::J 30 I 25 " "'-STA 24, S4, 48 END 4' X 6' BOX Cl BEGIN T f-MPDRARY nr-CH, FL 24, 6 20 FL PR LVERT, DPDSED TEMPDF ARY DI -cH @ '07% NG-------------- EXCAVATE THIS AREA FL SEE PLAN & PROFILE b=B' , s= o. on TYPICAL TEMPORARY DITCH SECTION FDR DI TCHC ES) TH IS SHEET (STA 24+59. 48 TD ST A 43+00) NTS --------------- FL p PROFILE -DFFSITE TEMPORARY DRAINAGE CHANNEL 1---------------------+------ RDPDSE l TEMP[ RARY D TCH @ 0, 07% THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' 120' I•• I I I SCALE' 1 ·~ 60' -----L_ ____ -----1----- DWN. CHK. ---- 30 25 FL D!T( H 23, 37_/ 20 BASS & WELSH ENGINEERING ID >---< z z f'l 'I D (/)I -I I J>D :;::: -J>. ~ wz + C1 0 0 (/) :r: f'l f'l -I TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 " PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX DFFSITE DRAINAGE PLAN AND PROFILE PLOT SCALE: 1. =60' SCALE (H), SAME COM. NO. OS DR1 WEISt:J SCALE (V)' NONE JOB NO. 18068 DATE PLOTTED 02/18/20 SHEET _n_ OF ____;1l__ 1-w w :r: (/) 0 (/) 0 ::::J + D (Y) ~ .q- > <'.[ wl- 0:'. (/) [)_ ::>::w Dz O:'. ~ LL _J l=1 :r: WU ::::J 1-z <'.[ ::::J ::>:: 1-z D LJ 43+00 35 I REMA[NDER OF 136. 31 AC. TRACT, : DOC. ND. 2016041530, D.R. ----------------------~----------------,---------------~--~ ---------------------------~---------------~----------------f--------I /I'' I / I --------~---------------~-----l /I'' l /I' I / I ' \ / I I /"-1, /' I /I'-/ /I, I /I' I /I'-I / , I /I I /I'-I / , I /I' /I'-I /I I /I' I /I'-I / ' I / I ' I / I / ' I /I ' I / I ' I / I ' / I I / I ' / , / I ' / ' I / I / I ' I / I ' I / I ' I / I ' I / I , I / I ', I // I ' I // I ', I / I ', I // I ' I // I '-I / I ', I / I ' I // I ' ~-1-~ / I ' I / I ' I / I ' ~ _1_ ~ / I '' ~ _1_ ~ / I ' ,,-' / I ' ~-'-~ / I ', ~--~, // I ' "' ', / I ,/"' ',/ I /'/ "< I ' ,/ "' '-I '/ ,/ / ' I ',/"' '-/ I '/ < / "-I \ I \ I / '-I // \ I I \ I / \ I I \ _J / \ I I \ _l__ ( \ _____ _)_______ / \ -------t-------~ ~-------I I I ____ -l-______ I ~------I --------\ r---I ---{ f-I \ I I ---1 r----I ---{ I I I I I I I I \ I I \ I I \ I I \ I I \ I I ' I I \ /I : \\ I I \" /I : \" / 1 I "\ 1/ : '\I ( __________ __!__ _ ________ ') ( _ ---------~------------_) (_ ___________ \___ --------1 !------------+----------1 ! ------------~ -------! I I I I I I I I I I I I I I I I I I I I I I I I 'l I I I 'l I I I I I I I I I I I I c:: I I I c:: I I I I I I I I I I I 1 _, 1 I 1---11 I I I I I 'l I I c:: I c:: I I I I I I I I I c I I I ;;o I _____________ l _____________ -1 Al i--------------i I 'l I I I ~ I _____________ ! _____________ -! ___, 1-------------1-------------1 l'l I I l'l I I ------1 ~ r-------------:-------------1 ~ i 1 1 : ~ : : : ~ : : i ~ : : l;;ol I I~: I l--11 I 1 -< I I 1' I I I l'l I I I I I -< I I I z I I I -< I I I ~ I I : ~ : : I ~ I _____________ ! _____________ ~ Vl ~-------------:-------------1 ~ 1------------1 ------~ ~ ~-------------:-------------1 ~ 1-------------1-------------1 F i : I ---1 I I : : : I L I I I p I I I Vl I I I I I I I I I S1 I I I ' I I I ---1 I I I I I I I I I I I I C/l I I I I I I I I I I I I ~ I I : ---1 : : I I _____________ I _____________ ~ ~ _________ ----:--------------i 1------------1 I ~-------------1 _____________ 1 i-------------1--------------i I I I I I I I I n ------1 I : I I I : : : I I I : : : o I I I I I I I I I I I I I I I ~:>: : : : : : : I I : l l : ) l I n D Al t::J > > > > > > > > > )>-----Z-----<~c::==o=- ------------- 6 7 MELVIN ESTATES UNIT 1, V. 68, P. 44, 45 • 46, M. R. 0 30' 60' z J> I I I I I I ) l I / ' __ ! ____________ / , ___________ / ~riit~~~~~::::-~/~~~~';,~-:;~~;;..=~~~~~1 ~-:;_~~~~~~~/~~~--'~,~-~~;:_~~~~~=l~~~=-=~~-~-~-~-~/~----o;;--~-'~~---~--~---~--~---~--~---;;:-~-~-~-;--,---~-~~~--==='='===,-===--=-=,==-=,-==-,===-,=-==,===='='===,:::='='===,===='='==:,:::='='===-===:':'~:,~::'~'~:'::: ~~STA 57+83.39 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ,,,,,,,,,,,,,,,,,,,,,, .- '1 I ' ' ' ' ' ' ' ' ' ' ·-I ~ +----+ I > ' UI I•• I I SCALE' 1 '= 60' 120' I ~ r---1 , , ·~ PC STA 57+40. 43, FL 22, 36 ' , co :>: ~ ~ I . . I RON THRONE DR. ( F~T~R~) ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' rt~ ' ..,, ""--FL DITCH 23. 37 _ , , , , , , , , , , ' ' ' ' ' ' ' ..;,. . ;;;;;: ' ' ' ~(/) ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' / " . ~ I " ' I " Y1 ' '.2:;;; >---------, ,------------i------------" (----------: "1 ( 1 I [ 11 : i : f1, ' ~-!>. I I I I I I I I II I I I I I I.,, I c'f I I I I I I I I I I I I I I~!'-' (/) 0 (/) 0 I l'l l'l --1 I I 1 I I : I I I I 'l I 1 :;:r- ' I 1 I S I I w _________ J ~ L------------1 D l'- 1 l'l I I I I I I ~ I I I ,--I I I ,--I I -< I I I VJ L-------------1 ---NG ------------ I ' ' ' I ' T I ' 8 TIARA LN C EXISTING) THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. --------! ___, I I I I I I I I -------F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 44+00 45+00 46+00 47+00 48+00 49+00 50+00 EXCAVATE THIS AREA FL SEE PLAN • PRDF[LE-.., b=l 2' , S= 0. 071: 2 TYPICAL TEMPORARY DITCH SECTION FDR DITCHCES) THIS SHEET CSTA 43+00 TD STA 62+25) NTS 51+00 52+00 53+00 54+00 55+00 ' I I I I I I I I I i' + ' I L----------------------1 I I I 1 I I I I I 1 I I I I -< ' I L------------~1 -------1 I I I I I '-,g "' i'-ru l ' 56+00 D I I I i'~.I ' 57+00 ' MATCH LINE STA 62+25 CDNTUNUED ON FOLLOWING SHEET 58+00 59+00 DWN. CHK. PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX DFFSITE DRAINAGE PLAN AND PROFILE N WEI SH 60+00 PLOT SCALE: SCALE (H)' SCALE M' DATE PLOTTED 1 r =60' SA~E NONE 02118/20 61+00 COM. NO. JOB NO. OS DR2 18068 SHEET 22 OF ____JL 62+00 n D z --1 35 :s: c ~ DZ ------------------------------------------------------------1-------_N~ --r----------r---------_.__ -----------------------g ~ --------------------------i-~G __ 301------+------l----+-----f---+----+---+----+---+----+---+----+---+----+---+-----+---l------+------11------+-----f---+----+---+----+---+------=t==-==-=~'!=-=~~~~~-+-~~dc----+---_~~+--~=-=-+--===-==-=\=-'~~-+--~~~-~-±c=-='-30 r-o --f- 25t-----+-----+------t----+-----+------+---+----+----+---+----+----+---+-----+----+---t-----+-----+------tt-----+-----+------t---+----+------+---+----+----+---+-----+----+---t-----+-----+----t-----+-----+------t---<25 "'-FL Din H 23. 37 FL PROPOSED TEMPOF ARY DI CH @ I 07% L PROPOSED T :MPORAF Y DITCH @ 0. ( 7% PROFILE -DFFSITE TEMPORARY DRAINAGE CHANNEL ~z z l'l 'l D (/)' ---1 ' DD :;:::: O'~ ruz + Cl ru Ul (/) I 'l 'l --1 I I I _J I I I ----1 I I I _ _j I I I _ _J I I- w w :r: (/) Ln (/) ru ::::J + Dru ~UJ ><[ WI- (}:'. (/) ()__ L.: w Dz (}:'. ~ Le_ _J r=i :r: WU ::::J I- z <[ ::::J L.: I-z D u 'I c -I c Al 'I -I c I I -< 35 30 (/) -I -- 25 CDNTUNUED FROM PREVIOUS SHEET MATCH LINE STA 62+25 ® MELVCN ESTATES UNIT 68, P. 44, 45 &. 46, I LJ V. ''I· R. TRACT 55 > > > > > > >> ))>------z----<===~ ------1 I I I I : I r------1 I I I I L ______ I I I I I I STA 64+02121 PC, FL 21, 67 I I -I -----1 I I I I I I ,-----1 I I I I L ______ I I "' w + D 10 'I c -I c Al l'l n ]> (/) -I I l'l td I ]> n 7' Al t::J " ,. + D 63+00 64+00 -----1------NG -----,__ - 2 WM. ROBERTSON FARM TRACTS, V. 3, P. 31, 3 M. R., WES BEVLY, I I I, ET AL, DOC. ND. FL 22, 02 2005045722, 0. R. , BALANCE OF 185 AC TRACT 4 I I I I I I I I I I I I I I I I I 1 I 1 1 I I I I I I I I I I I I I I STA 176+80 BEG[N TEMPORAR~Y 4• I 1, I I I TH1QK RIC CHANNEL LINI G, I I I I I I I I b=6'1, 2, 1 SIDES, TD A L VEL I I TRACT 48 WM. ROBERTSON FARM TRACTS, V. 3, P. 31, M. R., WES BEVLY, IC[, ET AL, DOC. ND. 2005045722, D. R., BALANCE OF 185 AC TRACT I I I I I I 5' ABOVE FL DITCH AND I I I I I I I I I 1' A*OVE TOP OF BOX CULV[RT I I I I I I I I I )~-....._; j FLODDWAY/DRAINAGE EASEMENT I I I I I I I I I I I I I I I i ~,,/ " ~ ~ ~ ~ \ l L _J J__ J_ _l L J_ L _l ____ l ____ l ____ L ___ --~ \ j__ J_ __ ---___ --------------STA77+00BEGINPRDP6'X ~ --------STA 76+50, 43 B' R/C BOX CULVERT, FL 15. 5 64 +45 .18 _ u u E s1 RIENNE c; 3 +00 + + ,~-l \ + + + + ~~i"":-" -......... Jo, \ 1---1-~'-/---......__/)< \ 65+00 PROP, 6' X 8' R/C BOX CUL VERT §I 4, 12% l-----i-----1 1-----:-----1 I " --- I : : ~ I I I ~ I 1 1 ~ --\ -,.,, ~ ~------: -----: ~ ~------: -----~ ~ : : : \ \ ,---------1 ST f 64+88, 15 PC, FL 21, 50 I 1-----1-----1 I I I -~ I I l ______ --j I I I -ci c -I c:: Al l'l t::J D z t::J D Al Al D z (/) -I I I I 1------+------1 I I I 65+00 66+00 67+00 68+00 -----f----------f-------------------------- 'I c -I c Al l'l ::;;: I I (/) I I Pi I I I \ \ i ~ l_I ---t---1----1~----1 7 -~ D Al ::;;: D z -I (/) -I NG 69+00 I---------- 70+00 71+00 ------------------ J:! ~ I I II \ (/) -I --- 72+00 ----1----- 73+00 ----~ 74+00 ~ ]> z 'I (/) -I -- 75+00 STA 7 THlCK lo=6', ABOVE OF BO APPROX. -----r----- 2: 1 SIDE SLOPES ALL AROUND ALL CONCRETE 4" THICK REINFORCED WITH #3 BARS AT 18" OCEW THROUGHOUT FL -SEE PLAN TYPICAL R/C LINED CHANNEL SECTION BEGINNING STA 76+80 AND ENDING STA 77+16 NTS 76+00 77+00 78+00 +BO BEGIN EMPORARY 4 R/C CHANN L UNJNG, 21 1 SIDES, TD A LEVEL 5' FL DJTCH A JD l' ABOVE DP CULVERT. L DITCH 19. 12~ FlLL LINE - ~ 79+00 30• 80+00 -----• FL p OPDSEI TEMPO ~ARY D TCH §I 0, 2% --------NG ---- WATER SURFACE ON DAY SURVEYED <EL 0, 9' +/-) SOUTH BANK OF OSO CREEK 81+00 82+00 35 30 25 I· ---.....,~ "-_FL DITCH 22. O~ • I ~ !'--. 20 20 15 10 5 0 ---N~--------------- EXCAVATE THIS AREA FL SEE PLAN ~ PRDFJLE b=6' , S= 0. 2%' 2 TYPICAL TEMPORARY DITCH SECTION FDR DI TCHC ES) TH IS SHEET CST A 62+25 TD STA 76+8J) NTS FL PR PROFILE -OFFSITE TEMPORARY DRAINAGE CHANNEL POSED TEMPDR 1RY DI CH @ 0 2% IL DlTCH 19. v f'..._ TA 77+00 BE ' RIC BOX Cl ~ PROPOSED 6' X B' BOX I CULVERT '-" v "' ~ PRDVJDE 7 EACH 1' DIAMETER VERTJCAL STEEL REBARS AT 4' CLEAR OF INFLOW END OF CULVERT. GROUT IN PLACE, 12' DC PRDVJDE 1 EACH 1' DIAMETER HDRJZDNTAL STEEL REBAR AT NORTH FACE OF VERTl CAL REBARS, GROUT 1 N PLACE. NOTE: USE THIS DETAIL AT DRAINAGE FLOW ENTRY INTO 6' X 8' BOX CULVERT AT OFFSlTE DRAlNAGE STATlDN 77+00 CTHlS SHEET), DETAIL -REBAR INSTALLATION AT DRAINAGE ENTRY INTO PROPOSED 6' X 8' BOX CULVERT NTS GJN PROP 6' LVERT, FL 1 .. I ~ ~ ", ~ ' ,,,C' ..... 12/\t ~ , I ~', ~\ . ~"<Op ~ ~.5/ ~ ~ U( vc D, ,\" e, R1 @ ~ 1, , ~ ~ TA 76+80 BE Gl N TEMPDRI RY 4' HICK R/C C HANNEL LINI NG, ==6', 21 1 S' DES, TD A L EVEL ' ABOVE FL! OF TEMPDRI RY lTCH AND BC X CULVERT THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE' 1·= 60' 120' I DWN. CHK. ' ' ~ ', ~ 15 )/(' • .au,\" ~ ~ 10 ~ \ \ ....._ ~ \ ~ \ \ I / ' STA 80+40 FL 1. 5 _/ ,/ < 45~ BEND), WATER SUR DAY SURVE STA 80+77. 44 END BOX CULVERT, FL 0. 90 BASS & WELSH ENGINEERING 5 0 FACE ON YED, 0. 9 TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST I, NUECES CO, , TX DFFSITE DRAINAGE PLAN AND PROFILE PLOT SCALE: 1 • =60' SCALE (H): ~SA~ME __ SCALE (V): ~NO~NE __ DATE PLOTTED 02/18/20 COM. NO. OS DR2 JOB NO. 18068 SHEET __lJ_ OF ____JL N WEI SH ””” u (Ty pl • ~ Fz'~' ~ -ii. -o_ ~ " ~ s r Per-missible Const Jt (Ty pl 2" <Typ l --o_ ro " ~ ~ 6" <Typ l TYPICAL SECTION 3" Chamfer- (See GENERAL NOTES} --~'I u ' ' u - - Fz Const Jt (Ty pl SECTION THAU CURB Gr-ode S I ope l Bors K -- Length of Box 1 '-011f4' \.21 Ba~s B -Top & Bottom SI ab ..--BOIS c -Top Slab Bars D -Bottom Slab I '-0" GJ BOIS Fz- lttt:-tt-+-ttH-tt-+-rH+-+-tt-++-TI ,ft-lt-t-tt-t-tt--+H--tHHtHI-,~ -. ft--ll-+-lf--1-+t-+++--t+--tt-llt--++ - llt-11 r 11-1 u1111 t 1r 111 1-1 - 301s F 1 -Top Slab Only-J PLAN OF REINF STEEL "Y" ~[L (J) ---x n x -' 0 I. I -2 -~ "Y" BARS c BARS D ' 9" ' 6" 3" n G:_ BARS K -•4 <Spa ' 1 ' -0" Moxl (Length ' 4'-3") CD O" min to 5' -0" max. Estimcited curb heights are shown elsewhere in the plans. For structures with pe,jest1ian 1ai I, bicycle 1ai I 01 curbs tal lei than 1' -0", 1efe1 to ECO standard. For structures with T6 bridge 1oi I, 1efe1 to T6-Cf~ standard. For structures with traffic 1ai I, other than T6, 1efe1 to RAC standard. @For vehicle safety, the fol lowing 1equi1ements must be met: -For structures without bridge 1ai I, curbs shol I project no mor-e than 3" above finished gr-ode. -For-str-uctur-es with br-i dge r-o i I , curbs sha I I be f I ush with finished gr-ode. Cur-b heights shal I be reduced, if necessary, to meet the above r-equir-ements. No changes wi 11 be made in quantities and no odd it i ona I compensation w i I I be a I I owed for-this wor-k. @)For-curbs less than 1' -0" high, ti It bor-s Kor-reduce bar- height os necessary to mo into in cover-. For-curbs I ess than 3" high, bor-s K may be omitted. @1'-0" typical. 2'-0" when RAC standard is r-efer-r-ed to elsewhere in the plans. Deformed welded wire r-einfor-cement (WWRl meeting the requirements of ASTM A1064 may be used to replace conventional r-einfor-cement shown at the Contractor's option. The area of r-equ ired re i nfor-cement may be reduced by the r-otio of 60 ksi I 70 ksi. Spacing of WWR is I imited to 4" Min and 18" Mox. When required, provide lap splices in the WWR of the same length required for-the equivalent bar-size, rounded up for- wir-e sizes between conventional bar-sizes. Example Conversion: Replacement of No. 6 Gr-60 at 6" Spacing with WWR. WWR required= (0.44 sq in/ 0.5') x (60 ksi/70 ksil = 0. 754 sq in/ft. If D30.6 wir-e is used to meet the 0. 754 sq in/ft requirement in this example, the required spacing = CO. 306 sq in/ 0. 754 sq in/ftl x 12 in/ft = 4. 87" Max spacing. Required lop length for-the provided D30.6 wir-e is 2' -2" (Lop required for-uncoated No. 5 bor-s, as shown in Item 440). GENERAL NOTES: Designed accor-ding to AASHTO LRFD Specifications. Designed to the maxi mum f i I I height shoNn. A I I r-e i nfor-c i ng stee I sha I I be Gr-ode 60. A I I concr-ete sha I I ::ie C I ass 11 C 11 with these exceptions: use Class 11 S 11 for-top slabs :::if culver-ts with over-lay, with 1-to-2 cour-se sur-face tr-eatment, 01 with the top slab as the final r-iding sur-face. C I ass 11 C 11 caner-etc sha I I have a mini mum compr-css i vc str-ength of 3, 600 psi. Class 11 S 11 concr-ete shal I have a minimum compr-essive str-ength of 4,000 psi. The use of per-manent for-ms is not a I I owed. The bottom edge of the top s I ab sha I I be chamfer-ed 3' at the entr-ance. Relnfor-cing bar-s shal I be adjusted to p~ovide a minimum of 1 1/4 11 clear-cover-. Constr-uction joints shown at the flow I ine may be r-aised a maximum of 6 11 at the Contr-actor-'s option. If this option is used, Bar-s E may be cut off 01 r-aised, and Bar-s C and D may be r-ever-sed. See standar-d SCC-MD for-skewed ends, angle sections and I cngthcn i ng dcta i Is. HL 93 LOAD I NG SHEET 1 OF 2 ......... =.. I 111xas Depal'tment of »ansportatlan Sfandanl SINGLE BOX CULVERTS CAST-IN-PLACE O' TO 30' FILL SCC-5 & 6 Fll.E: scc56ste.dgn DN: GAF cc: LJtW IDw:BWH/TxDCTlcc: GAF ©rxDOT February 2010 CQliT SECT HIGHWAY REVISIDNS 10-12: AOded WWR COUliTY SHEET Nil. ASS AND WELSH ENGINEERING TX REGISTRATION NO. F-52, 3054 S. ALAMEDA STREET CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT I CORPUS CHRISTI, NUECES CO., TX TXDOT SINGLE BOX CULVERTS CAST -IN PLACE SCC-5 & 6 1" ~ 60" BOK CULV DET PLOT SCALE: TXDOT 5-6" CIP ~" AS SHOWN COM. ~o. SCALE (H): 18068 SCALE (V): AS SHOWN "'' '' CHK. N_ WELSH DATE PLOTTED 02/18/20 SHEET 25 Oc " u 0 (Ty pl s Permissible Const Jt u (Typ) F2 J\ ,--E 2" <Typ l 6" ~~-ti'll,,--c <Typ l I rt• i:=• ~F 2 I , E~, j '~ Const Jt (Ty pl TYPICAL SECTION I -0 ©.I · 3" Chamfer (See GENERAL NOTES} ? SECTION THRU CURB Grode S I ope l Bors K -- Length of Box 1 ' -0 "@ Ba1s B -Top & Bottom SI ab - -Bars C -Top SI ab Bars D -Bottom Slab I '-0" @ Bors Fz- 1-c -----c-c -------------1----"!<---+- ~++-ll+Hl-++t-tt-+-*+-H--t\ 1 \t-tt+ititit-tttiHtiHtil--ttl H-~ ~.ff-+-11+-H--+++-++-+-ll-Hl--H \ ft-11-H-til--ttt-fHHtHt-j!I r llt-11t 11-1n1111t1r 11t 11 ---- Bars F 1 -Top Slab Only-J PLAN OF REINF STEEL "Y" ' 9" ' 6" ~[L (J) 3" , , -4 x ~ x , ' 0 I. I , 2 G:_ -~ "Y" BARS c BARS D BARS K , •4 <Spa = 1 • -a " Moxl (Length " 4'-3") CD O" min to 5' -0" max. Estimated curb heights ore shown elsewhere in the plans. For structures with pedestrian roi I, bicycle roi I or curbs to I I er than 1' -0", refer to ECO standard. For structures with T6 bridge roi I, refer to T6-CM standard. For structures with traffic roi I, other than T6, refer to RAC standard. @For vehicle safety, the fol lowing requirements must be met: -For structures without bridge roi I, curbs shol I project no more than 3" above finished grade. -For structures with bridge roi I, curbs shol I be flush with finished grade. Curb heights shol I be reduced, if necessary, to meet the above requirements. No changes wi 11 be mode in quantities and no odd it i ono I compensot ion w i I I be a I I owed for th i s work. @)For curbs less than 1' -0" high, ti It bars Kor reduce bar height as necessary to mo into in cover. For curbs I ess than 3" high, bars K may be omitted. @1'-0" typical. 2'-0" when RAC standard is referred to elsewhere in the plans. Deformed welded wire reinforcement (WWRl meeting the requirements of ASTM A1064 may be used to replace conventional reinforcement shown at the Contractor's option. The area of required reinforcement may be reduced by the ratio of 60 ksi I 70 ksi. Spacing of WWR is I imited to 4" Min and 18" Mox. When required, provide lop splices in the WWR of the some length required for the equivalent bar size, rounded up for wire sizes between conventional bar sizes. Example Conversion: Replacement of No. 6 Gr 60 at 6" Spacing with WWR. WWR required= (0.44 sq in/ 0.5') x (60 ksi/70 ksil = 0. 754 sq in/ft. If 030.6 wire is used to meet the 0. 754 sq in/ft requirement in this example, the required spacing = CO. 306 sq in/ 0. 754 sq in/ftl x 12 in/ft = 4. 87" Mox spacing. Required lop length for the provided 030.6 wire is 2' -2" (Lop required for uncoated No. 5 bars, as shown in Item 440). GENERAL NOTES: Designed according to AASHTO LRFD Specifications. Designed to the maxi mum f i I I height shown. A I I reinforcing stee I sho I I be Grode 60. A I I conc1ete sha I I be C I ass 11 C 11 with these except i ans: use C I ass 11 S 11 fol top s I abs of cu I ve1ts with over-lay, with 1-to-2 cou1se su1face t1eatment, 01 with the top slab as the final 1iding su1face. C I ass 11 C 11 conc1ete sha I I have a mini mum comp1ess i ve st1ength of 3, 600 psi. Class 11 S 11 conc1ete shal I have a minimum comp1essive st1ength of 4,000 psi. The use of permanent for-ms is not a I I owed. The bottom edge of the top s I ab sha I I be chamfe1ed 3 11 at the entrance. Reinfo1cing bo1s shal I be adjusted to p1ovide a mini mum of 1 1 /4 " c I ear-cover-. Const1uction joints shown at the flow I ine may be 1aised a maximum of 6 11 at the Cont1acto1 1 s option. If this option is used, Bois E may be cut off 01 1aised, and Bois C and 0 may be 1eve1sed. See standa1d SCC-MD fol skewed ends, angle sections and I engthen i ng deta i Is. HL93 LOADING SHEET l OF 2 .......... =.. I 111ras Department of »ansportatlan Sfandanl SINGLE BOX CULVERTS CAST-IN-PLACE O' TO 30' FILL SCC-8 Fll.E: sccfJBste.dgn DN: GAF cc: LJtW low:BWHJTxDOTlcK: GAF ©TxDOT February 2010 CQliT SECT HIGHWAY REVIS/DRS 10-12: AOded WWR COUliTY SHEE'T Nil. ASS AND WELSH ENGINEERING TX REGISTRATION NO. F-52, 3054 S. ALA.MEDA STREET CORPUS CHRISTI, TEXAS 78404 DWN. CHK. PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., TX TXDOT SINGLE BOX CULVERTS CAST-IN PLACE SCC-8 1" = oo' BOX CULV DEr PLOT SCALE: TXDOT B" CIP AS SHOWN COM. ~o. SCALE (H): "'' ~o. 18068 SCALE (V): AS SHOWN N. WELSH DATE PLOTTED 02/18/20 SHEET 2]__ OF " L 0 -0 j u • c • 2" CTypl • s u BOIS Fz ~ Eq Spa (Typ) ,---M (Typ) I ' 2" ( Typ l 6" ~+----+----te ' ~ ·' '\.._E ' ' ' E D TYPICAL SECTION a_I® ~ >-> = x (Roadway --=> I ~ ~ o CD ~-;-,-+--T - K-- H 3" Chamfer <See GENERAL ~,.Wlf ~ g ' w -~ NOT ES l ------'L-,:1'----S'-'--~ SECTION THRU CURB ' Gr-ode S I ope l x Length of Box ,---,-Bars F2 (Top & Bottl ' -1------- I '-0" @ Bors D-~#=FicFo#=ofi=ci-J~lFo#clt-ttl Bal s B I -ti'ictt#'o#± r ; . ' BOIS H <Topl ltt-tt-1-H-tt--tt---lf-tittttl BOIS E--H'f='1=f't'f'ft-'lt=>~'-#cf!fftt1 l ~r---_t;8ars Z / c ' ' ; ,_ ( Bott om ) -+1-+11-1-1-1-1 j __ ---~-~.-----~~ --------r i---i---i--- -I ++-_+H_++ --_-++-, _-11-j[F-clf-_+l'-f+N, _ _ - ' I '-Bors F:;> ) ' . ,---Bois F2 VJ i--------,,,,,--------i----- l ~r---j __ --- ' I - - -I-------- - I ' . ~~-Bors E = I (Topl , Bors B t[t;j:j"IJ;;tt'!;l:;t~~tJ:t = I ( Bott om l I Bors c --- ' ' Bars D ~;__,,~ BOIS Fz I '--Bars F1 <Bottom) 6' -1 " I BARS C BOTTOM SLAB TOP SLAB ~[L I . 6' I I BARS D PART PLANS H Bar Dimensions "X" "Y" 4'-0" 4 1 -6 11 2'-3" 5'-0" 5'-6" 2'-3" 6 1 -0" 6 1 -6" 2' -3" 7'-0" 7'-6" 2'-3" 8'-0" 8 1 -6 11 2 1 -8 11 -- x -3" H :[LJ BARS Z BARS Y ' 9" ' 6" BARS K -•4 CSpa = 1 '-0" Moxl (Length= 4'-3"l CD O" min to 5' -0" max. Estimated curb heights are shown elsewhere in the plans. For structures with pedestrian rai I, bicycle rai I or curbs taller than 1' -0", refer to ECO standard. For structures with T6 bridge roi I, refer to T6-CM standard. For structures with traffic rai I, other than T6, refer to RAC standard. For vehicle safety, -the fol lowing requirements must be met: -For structures without bridge rai I, curbs shol I project no more than 3" above finished grade. -For structures with bridge roi I, curbs shal I be flush with finished grade. Curb heights shal I be reduced, if necessary, to meet the above requirements. No changes wi 11 be made in quantities and no odd it i ona I compensation w i I I be a I I owed for this work. For curbs less than 1' -0" high, ti It bars Kor reduce bar height as necessary to mo into in cover. For curbs I ess than 3" high, bars K may be omitted. @1'-0" typical. 2'-0" when RAC standard is referred to elsewhere in the plans. Deformed welded wire reinforcement (WWRl meeting the requirements of ASTM A1064 may be used to replace conventional reinforcement shown at the Contractor's option. The area of required reinforcement may be reduced by the ratio of 60 ksi I 70 ksi. Spacing of WWR is I imited to 4" Min and 18" Mox. When required, provide lap splices in the WWR of the same length required for the equivalent bar size, rounded up for wire sizes between conventional bar sizes . Example Conversion: ReplocemenT of No. 6 Gr 60 at 6" Spacing with WWR. WWR required= (0.44 sq in/ 0.5'l x C60 ksi/70 ksil = 0. 754 sq in/ft. If 030.6 wire is used to meet The 0. 754 sq in/ft requirement in this example, the required spacing = CO. 306 sq in/ 0. 754 sq in/ft) x 12 in/ft = 4. 87" Max spacing. Required lop length for the provided 030.6 wire is 2' -2" Clop required for uncoated No. 5 bars, as shown in Item 440). GENERAL NOTES: Designed according to AASHTO LRFD Specifications. Designed to the maxi mum f i I I height shown. A I I reinforcing stee I sho I I be Grade 60. A I I concrete sha I I be C I ass "C" with these exceptions: use Class "S" for top slabs of culverts with overlay, with 1-to-2 course surface treatment, or with the top slob as the final riding surface. C I ass "C" concrete sha I I hove o mini mum compressive strength of 3, 600 psi. Class "S" concrete shol I have o minimum compressive strength of 4,000 psi. The use of permanent forms is not o I I owed. The bottom edge of the top s I ob sho I I be chamfered 3" at the entrance. Reinforcing bars shal I be adjusted to provide a mini mum of 1 1/4 " c I ear cover. Construction joints shown at the flow I ine may be raised a maximum of 6" at the Contractor's option. If this option is used, Bars M may be cut off or raised, Bars C and D may be reversed, and Bars Y and Z may be reversed. See standard MC-MD for skewed ends, angle sections and I engthen i ng deta i Is. HL 93 LOAD I NG SHEET J OF 2 ......... =.. I 111ras Department of »ansportatlan Sfandanl MULTIPLE BOX CULVERTS CAST-IN-PLACE 8'-0" SPAN O' TO 13' FILL MC-8-13 F11.E: mcBI3ste.rJgn DN: GAF cc: LJtW lmr:BWH/TxDOTlcK: GAF ©rxDOT February 2010 HIGHWAY llEVISIDNS 10-12: AOded WWR COUlil'Y SHEE'T Nil. e-----------------------------------------------------------------------------------------------------------+----~BASS AND WELSH ENGINEERING DWN. CHK. TX REGISTRATION NO. F-52, 3054 S. ALA.MEDA STREET CORPUS CHRISTI, TEXAS 78404 N. WELSH PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., TX TXDOT MULTIPLE BOX CULVERTS, CAST -IN PLACE, MC-8-13 PLOT SCALE: SCALE (H): SCALE (V): 1" = 60' AS SHOWN COM. NO. JOB NO. BOX CULV DEr TXDOT MC-8-13 18068 DATE PLOTTED AS SHOWN 02/18/20 SHEET 29 OF JJ TABLE OF DIMENSIONS & REINFORCING STEEL <Winos for One Structure Endl Dimensions Variable Reinforcing Estimated@ Quantities per ft Estimated Quantities per ft of Toewa I I <1-Toewol I l TABLE OF WINGWALL REINFORCING <2,Wings> Boe Size No, 5po DI •6 1 I -0 II •6 1 ' -0 " 90' WING DIMENSION CALCULATIONS: Hw Lw For-mu las: <Al I values are in Feet) =H+T+C = (HW) (SL) : Cosine -e-for Ty PW-1 = <Hw -1' l <SLl +Cosine -e-for Ty PW-2 and Hw '.:".: 4' (i) 0 0 Skew Ang I e = 0° At di schorge end, chamfer may be :Y4 ". Maximum Wingwol I Height Hw Bors J1 Bors JZ 0 N of wing (2-Wingsl •4 1 ' -0 " less Skew Angle = <Hw -O. 5' l <SLl +Cosine -e-for Ty PW-2 and Hw < 4' Foe Foe Foe 1 5" 30' 45' Skew -1 " Skew -2" Skew -3" -~ ~· o• ·~ w x y z 2' -6" 2'-10" 10" 1'-O" 2' -9" 2'-10" 10" 1'-O" 3' -0" 2'-10" 10" 1'-O" 3' -3" 2'-10" 10" 1'-O" 3' -6 II 2'-10 11 10 11 1'-0 11 4'-0" 3'-2" 1'-2" 1'-O" 4'-6" 3'-2" 1'-2" 1'-O" 0 N Spa Spa 7" #4 1'-0" +l='1 1'-0" 7" #4 1'-0" #LI 1'-0" 7" #4 1'-0" +>4 1'-0" 7" #4 1'-0" +>4 1'-0" 7 11 it4 1'-0 11 #4 1'-0 11 Re inf (Lb/Ftl 48.64 49. 31 49.98 53.32 53,98 Cone Rei nf Cone (CY/Ftl (Lb/Ftl <CY/Ftl 0.406 6.85 0. 071 0.424 6.85 0. 071 0.444 6.85 0. 071 0.462 6.85 o. or 1 0,480 6,85 0, 071 7'' #4 1'-0'' #4 1'-0'' 55.77 0.532 6.85 0.071 7" #4 1'-0" #4 1'-0" 59.11 0.568 6.85 0.011 ~s "'"'". 5'-0" 3'-9" 1'-7" 1'-2" 7" #4 1'-0" #LI 1'-0" 63.45 0.632 6.96 0.075 0 ~·.-~~~--t-~-~~~~~~-~cr---~t--~~~cct~+~~cT~~~--t-~~~t-~~~~~~i ~:: ~ ,_~5~'~--6~'~' __,_3~' --~9~"r-c1 ~'_-~7~"+c1~'_-_2~'_,' --~7~"r-•~4+1~'_-~o~"+-•~4+1~'~--o~" ,_~6~7_, ~4~6__,_~o_,~6~6~8c+~6~,_9~6~_o~, ~0~7~51 ~ ~ ~ ,_~6_'_-~0_"-+~4_' _-_4~" ~2~'_-_0~'-+' _1~'_-_4~"+--~7_"+-•~5+-1 _' _-O~" f-•-5~1~'_-~0~'_,' ~8~0~,~6~7-+~0~, ~7~3~0+-_7~,~0~7-+_0~,~0~7~8-l ~~E 6'-6" 4'-4" 2'-0" 1'-4" 7" :1+5 1'-0" +1=5 1'-0" 85.05 0. 768 7.07 0.078 ~?1--~~~--t-~-=r-c~~~~-~cr---=t--~~~cct~+~~cT~~~--t-~~~t-~~~~~~i -~.;:: 7'-0" 5'-O" 2'-3" 1'-9" 8" #5 1'-0" #5 1'-0" 92.15 0.864 8.07 0.093 ~"'-1--~~~-+~-~1--~--+~---+---~+---i~--+--+~--+----+---+----+---i ~ RE ,__7_'_-_6~'-' -+5~' --~O_"c-=2_'_-~3_"+-1_'_-~9~'_,' --~8_"+-•~5-+-1_'_-~0_"+-•~5+1_'_-_0~" ,_~9~6~, ~5_4-+~0~,~9~0~2~~8~,_0~7-+_0~, ~0~9~3. ~:n"5 8'-0" 5'-6" 2'-8" 1'-10" 8" #5 6" +>5 6" 139.04 0.962 8.13 0.095 ~ ~ ~ .-~s~'~-~6~'~' --t-5~' -_ ~6~" r-c,~, --~s~"+c1~,---1~0~,-i, --~s~"r--•~5-+--~6~"+-•~5+--6=" <c-1 ~4~4-, ~4~7--t-~1-,~o~o~oc+~s~,-1~3~-o~, ~o~9~51 ct~ :n :==9='=-=6='=' =:6==, =-==0="::2='=-=1=0=":=2='=-==2=':' =====g==,:=•=5:====6=":=•=5=:===6==,:=1 =5=6=, =9=3=:=1=,=1=3=5====8=,=4=1=:=0==, =1 =1 =o: gi~~ 10'-6" 6'-5" 3'-O" 2'-5" 9" #6 6" #5 6" 196.27 1.234 8.57 0.117 ·-~E~~~~--t-~-=C-c~~~~-~-t--~=t--~-~cct~+-~cT~~~--t-~~~t-~~~~~=i ~111111 11'-6" 7'-2" 3'-6" 2'-8" 11" #6 6" #6 6" 230.13 1.438 9.52 0.140 ~~~~~~~-+~-=r-c~~-+~~~-t-~-=+-~-~-+~+-~cT=~~-+~~~r-~~-+~~~1 ·i5,1-0 12'-6" 7'-8" 3'-9" 2'-11" 1'-O" #7 6" +>6 6" 283.41 1.592 9.74 0.157 ~g~ 1---1-3~' --6~'~' -+-8~,-_-2cl" -4~,---0~"+--3~' --2~"+-1~' ---2-,cl, -,-8-+--6-,cl, -,-6+---6~" ,_3_4_8_,_7_2-+-1-,_8_0_4-+--1-0,-0-2-+-0-, -1-86--l "' ~ "5 ~1-4~,--~6~'~' --t-8~' --~1 ~0~"1--4~' --~5~"cec3~,--~5~,-l, -1~'~--4=,t--.~9-+--~6~"+-•~6T--6=" i-c4~3~2-, ~9~4--t-~2-,~0~4~6ci--1~0~,~3~0~-0~, ~2~1 ~81 • ··~~~~1--~~-+~~~+c~---j~~~-+~-+--~+-~l---=i-c~~~1--~~c+~~~+-~~~ ' . Ill..:'-15'-6" 9'-6" 4'-10" 3'-8" 1'-6" #9 6" #7 6" 489.52 2.302 11.24 0.253 ~-->-~-~-+~-~1---~-+~-~+--~+-~-~-+--+--~-+~~~-+~~~+-~~-+~~~. F G M1 p v •4 1 ' -0 " •6 8" •4 4 •4 1 ' -0 " •4 1 ' -0 " TABLE OF TOEWALL REINFORCING Boe Size No 5po N + , I •4 •4 •4 2 . 0 N + N 1 ' -0 " 1 ' -0 " ' 1. w -4" ' I 3' -0 .1 BARS Di .. I ,C/G 90" , I ess Skew Angle 3' -0 .1 BARS D2 - 0 N + N ' y + 36" ' ~ I N + , I For Cast-in-place culverts: Ltw = [(N) (S) + <N + 1) (LJ)J +cosine-e- For P1ecast culverts: Ltw = [(N) <2 U + S) + <N -1) <0.5'JJ +cosine-e- Total Wingwal I Area (Two Wings -SF) = (2) (Hwl (LW) for Ty PW-1 = (2) (Hwl (LW) -6 SF for Ty PW-2 and Hw '.:".: 4' = (2) (Hwl (LW) -1. 5 SF for Ty PW-2 and Hw < 4' Hw Lw Ltw N SL: 1 = Height of W i ngwa I I = Length of W i ngwa I I = Cu I vert Toewa I I Length = Number of Culvert Spans = Channel Slope ratio. (Horizontal: Usual value is 2: 1 l = Culvert Skew 1 Vertical, See applicable box culvert standard for s, H, T and U va I ues. ~ - t----Ba11e I 11-f-,._O I """' 16'-0" 9'-11" 5'-O" 3'-11" 1'-7" #9 6" #I 6" 505.12 2.448 11.47 0.279 ... '-'-'--''---'-"--'-"'-'-"~-'-'-'-~"--'-'--~'--'-"-"~-'-'~'"'-~-"-""""'"-'-'-""'"--'-'-"-'-'--'-"""""' ..i:: o '-r .... !'.! ~ BARS JI BARS J2 J.i 1 e i n f --l+I-+ i.---Cu I vert BARS Jl BARS V ~·" ..0 ..i:: .!:;: b·-••• "·~ ~ 0 ... ,. E-0 g, a!! • • ·-~E b Ill ~ ~ ........ b·-0~. ·~~ -0-•o o :E ~ .E -~b ~~• • • . Ill b C( "' b c:: LI.I "' Ill Ill :i;:~eti < "' "' "' _, ..i:: ·-·-b:l 1-b :S ... .!:;: ..... Q ~· ~I , I Lw 3'-0'' Extend Bars G (Typl = N N+---Ii~.~ .=i°il _ .. t==;::i= .. t1:==1=.1t .::i~~ 1--_ _ _ _ 1--____ _ 0 ' . N PARTIAL ELEVATION -PW-1 1 2" ~ J~~G@ x v ,__.fJ~-F ' = y / 1-Const Jt Finished Grade <Roadway SI ope l , I y N 3" ' SL ~ @ =-~ 0 ' , I . N (Field \ Lw Bend as needed. G 68 o @~<';"<f""';; .. •oo;-oo;-;13""1 ~ .. ~ .. ~ .. 1 "--E""x""t""en""~-j--B-o_c_s_G_~, 8 ~fiEJ[j ---- ~' _ *-ff---J"-it--.~ ~ ,.-I~ ~o N I( PARTIAL PW-2 (i) _ -r~-, c U I S I U I I I I , I I I I ' Lw ' I i--+-·-~'-,-Limits of Culvert I /I (.__ 1 Barre I Quantities ! ! ~i-------, ~[t::=~t=":::::::;=,• =I 1====1 /// c-=+==f~ I I J2 N-J-= '='~.:.. • • ~ 0, El~ = M1-N /J' 0 -j---"*""'==--'--:,,--:!,--cf---i-~:1:::: !====:::if----!--~ ~ 2" .\f ___ ....-,.,.;/ L tw Lw ---~ ~--=~--+--~=---! Length of Wings based on SL: 1 s I ope a I ong this I i ne . N ' 8 II N ~-1r.: !"'-E 2 'I Toe of SI ope _ __,, PLAN Lw Wa I Is__... "-.--.--fiJI D 1-~~==\~. ' \___v \ 1 F -, ' F-' Wingwal I Wingwa 11 SECTION c-c ' SECTION C-C Culvert Skew --{ Culvert Skew PLAN of Culvert Quantities ' ~v ~J1 F ' ' I • s , I SECTION Toe of Slope w SECTION A-A B-B (Showing Wing Reinfl (Showing Wing Reinfl DETAILS FOR NON-SKEWED BOX CULVERTS DETAILS FOR SKEWED BOX CULVERTS (Showing 30° Skewl ® ® (i) ® ® ® ® @ @ Quantities shown ore for two Type PW-1 wings. Adjust concrete vo I ume for Type PW-2 wings. To determine estimated quantities for two wings, multiply the tabulated values by Lw. Quantities shown do not include weight of Bors D. Provide weepholes for Hw = 5'-0" and greater. Fi I I around weepho I es with coarse grove I. Extend Bors footing. Ez 1'-6'' minimum into the wingwal I Lap Bars M1 1'-6'' minimum with Bors M2. Bars G equo I I y spaced at 8" shown. Provide at least two wing. maxi mum, p I ace as pair Bors G per O" min to 5' -0" max. Estimated curb heights ore shown elsewhere in the plans. For structures with pedestrian ra i I , bi eye I e ra i I or curbs ta I I er than 1' -0", refer to ECO standard. For structures with T6 bridge rai I, refer to T6-CM standard. For structures with troff i c ro i I , other than T6, refer to RAC standard. For vehicle safety, the fol lowing requirements must be met: -For structures without bridge roi I, curbs cannot project more than 3" above finished grade . -For structures with bridge roi I, bui Id curbs flush with finished grade . Reduce curb heights, if necessary, to meet the above requirements. No changes w i I I be made 1 n quont it i es and no odd it i ono I compensot ion w i I I be a I I owed for this work. 1'-0'' typical. 2'-0'' typical when RAC standard is referenced elsewhere 1n the plans. 3'-0'' for Hw < 4'. 6 11 for Hw < 4'. GENERAL NOTES• Designed 1n accordance with AASHTO LRFD Bridge Design Specifications. Provide Class ''C'' Concrete (f'c = 3,600 psi Min) and Grade 60 reinforcing steel. Provide 1 1/4 11 Min c I ear cover to reinforcing stee I. Depth of toewa I I s fol w i ngwa I I s and cu I ve1ts may be 1educed 01 eliminated when founded on sol id 1ock, when di1ected by the Engineer-. See BCS sheet fol w i ngwa I I type and add it i ona I dimensions and info1mation. The quantities fol conc1ete and 1einfo1cing steel 1esulting f1om the fo1mulas given on this sheet a1e fol the Cont1acto1 1 s info1mation only. DESIGNER NOTES: Type PW-1 can be used fol a I I opp I i cat i ans and must be used if 10 i I i ng is to be mounted to the w i ngwa I I . Type PW-2 can only be used fol applications without a 1a i I i ng mounted to the w i ngwa I I . ........ I -.rs Department of »ansportatlon =.. Sfandanl CONCRETE WINGWALLS WITH PARALLEL WINGS FOR BOX CULVERTS TYPES PW-1 AND PW-2 F11.E: pwstde01.dgn ©rrD(JT February 2010 REVIS/DRS 11-10: Reinforcing auantllles. 01-12: Plf-1 & PW-2. DN: GAF COliT SECT PW cc: CAT IDW: TrD(JT lcK: GAF JOB HIGHWAY COUliTY SHEET NO. ASS AND WELSH ENGINEERING TX REGISTRATION NO. F-52, 3054 S. ALA.MEDA STREET CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., TX TXDOT CONCRETE WINGWALLS W/PARALLEL WINGS FOR BOX CULVERTS, PW-1 & PW-2 DWN. PLOT SCALE: SCALE (H): CHK. N_ WELSH SCALE (V): DATE PLOTTED 1" = 60' AS SHOWN AS SHOWN 02/18/20 PARALLEL COM. NO. WINGWALLS JOB NO. 18068 SHEET .d1__ OF JJ c---End of Rail for Payment 2'-8 ~" 1ou Min -1'-6u Max 10'-0" Max Post Spa (J) c----Face of Abutment Backwa/J 10'-0" Usual and Max Post Spacing EndM;~ HSS i~ ---14® ' ! , i IO" Min i\ ~ I® i ~I turn-downs are omitted i Exp Joint or I : I 12" Max 60° I (use Rail Cap~) ~-c==~. '==-______ s_p_l_ic_e_J_o_in_•_-_-_-_~~!-:_-:_-:_-:_-:_-:_-:_-:_-:_~, -,-~'• ------------~G'----\i----'!----'-----,, ! ,,.,~--~-:::.---r ll--------------t;,---~'··1'1L'-~-J-t,-----------------~,----t, ------~ Concentric I /, ,,,, ;:-~·==~==============;====],:. CD.,=:;=================r===:,j:=====:;=::::i Curves 2'.J--t-J,i!;., //':,C///~ ,,,~,;._; II II ,--, HSS ends-~ open 4" I ;' ' '1 ~----II II ' ' II I II ; I • I ,--, ' ' ' • ~ /""': 1:1 -~-Bars U at 12"(Max) --+---+---! 1---t---+--Bars V at 12''(Max) --- 7 f;," f1 3 Spa I lat6!,j" II s· ' . . • • . • . . . . ' . . . . . • • . . . • • AT ABUTMENTS I' O" Min - 10" -Nomi nal • • f> ' • . . . . ' ' .. ROADWAY ELEVATION OF RAIL ... ... @@ 6" 6" @J@ I ' ' .. . ' ' ' . •• ® ' ' . . ' ' --Exp Joint or Splice Joint as required I Min , i' 110"Min , I I , , I I 12" Max ' I ' , '· ' 1; I __ J I " '" " ' ' . ' II ' ,. . , ' '' ' : II ' . , ' . ' • II ,..--Bars R ' . . . Bars V at 1Z' (Max) . . . I ' ' . ' i---'i.. Intermediate Wall Joint® ' I ](f' Min : 0 I ' I II : ' ' II I ' ' ' Iii· ® I . . .. If forming material is ' left ith in place, plug bottom 6" no w 'ng Cone or slab joint seal1 compound.@) II II :-.---'i. Splice Joint I ' 10'' Min i 12" Max l __ I, I ' , ' ... I ' ' . . , . ., ' ' ' , . ., ' ' . . ' . . . . t ·; · . ·l_.'I_ AT SLAB EXP JTS AT INTERMEDIATE WALL JOINTS AT SPLICE JOINTS CONSTRUCT/ON NOTES: Panel lengths of railing must be attached to a minimum of three posts except on abutment wingwalls. Face of rail, posts and parapet must be vertical transversely unless otherwise approved. Raif posts must be perpendicular to top of adjacent concrete parapet grade. Use Type VIII epoxy mortar under post base plates if gaps larger than Vi 6" exist. For curved railing applications, fabricate the HSS rail to the radius when the radius is 600' or less. Submit shop drawings for approval when tubes are required to be fabricated to a radius. Shop drawings must be submitted to the Engineer for approval. 1" R ~-----~-Face of Rail 1 ~-Sleeve Members--. Round or chamfer exposed edges of HSS rail and HSS rail posts to approximately Vi-6" by grinding. • -' - { 1~6" Dia Holes Typ \- Base PL ..... J,j x 5 x 0'-6 J,j" e 0. (ryp) 2 -%"Dia x 1ou A307 Bolts with one hex nut and washer each 8 '-'-Top of Slab or Sdwlk ON BRIDGE SLAB ' ( • • -• • • 1 J,j" • • (ryp) • 2 J,j" • #4 ' • at • -~ • • • • • • • ' . . 0 ' • • • -. . • • • • • • • • • . ' . . ' ' ON ABUT WING OR C/P RETAINING WALL SECTIONS THRU RAIL 5" 1 ~" Outside Face of parapet BASE PLATE DETAIL Roadway Face of parapet OPTIONAL U BOLT Bars U 2"(Max) 1 -------.---------------------,--------------------- ' ' ' ' ' ' ' c-------------------------------------------------- 1-::::::::::::::: __ ::::~------ ' ' ' ' ' ' -______________________ , ----------------------------- ~--~" Dia Pin (Driving • "' (ryp) Fit) or welded Jug----~ AT SPLICE OR EXP JTS SECTION A-A PIPE SPLICE DETAIL CD Min of 2 posts required on wingwall. 0 Portion of railing with turn-downs to be used or omitted as indicated on Bridge Layout. ® Provide at all interior bents without slab expansion joints. Location independent of HSS rail splices. @ Material used in forming joint may be left in place if it is compressible and light in color such as the following materials: polystyrene, molded cork granules, sponge rubber sheet, etc. I 'ii t----PL ~6 ' I r *a" Dia Drain Hole MATERIAL NOTES: Provide ASTM-A500 Grade B, A1085 or A53 Grade B for all HSS. Provide ASTM-A36 for post and plates. Galvanize afl steel components unless otherwise shown. Anchor bolts must be o/s" Dia ASTM A307 Grade A bolts (or A36 threaded rods with one tack welded hex nut each) with one hex nut and one hardened steel washer at each bolt. Threaded rods may be 0.557" minimum diameter with rolled threads. Nuts must conform to A563 requirements . Provide Class "C" concrete. Provide Class "C" (HPCJ if required elsewhere . Epoxy coat all reinforcing if slab bars are epoxy coated. Provide Grade 60 reinforcing steel . Deformed Welded Wire Reinforcement (WWRJ (ASTM A1064) of equal size and spacing may be substituted for Bars U, and V unless noted otherwise. Provide bar laps, where required, as follows: GENERAL NOTES: Uncoated -#4 = 1'-5" Epoxy coated -#4 = 2'-1" Designed according to AASHTO LRFD Specifications. Do not use this railing on bridges with expansion joints providing more than 5" movement . Raif anchorage details shown on this standard may require modification for select structure types. See appropriate details elsewhere in plans for these modifications. For all rails, submit erection drawings showing section lengths, splice locations, rail post spacing and anchor bolt setting for approval . Average weight of railing: 102 pit -Cone (with no Overlay) 23 pit -Steel Cover dimensions are clear dimensions, unless noted otherwise. Reinforcing bar dimensions shown are out-to-out of bar. ® Same as Slab opening ® ~" Min -f;," Max RAIL CAP DETAIL 0 10" Min -1'-6" Max if turn-downs are omitted. ® Top longitudinal slab bar may be adjusted laterally 3" plus or minus to tie rail reinforcing. ® One shop splice per panel is permitted (with minimum 85 percent penetration). The weld may be square groove or single vee groove. Grind smooth. @ HSS 2.375 x 0.154 @ HSS 3.500 x 0.216 @ HSS 1.900 x 0.145 @ HSS 2.875 x 0.203 ](f' BARS V (#4) BARS U (#4) .......... I 11uras Department of »ansportatlon =.. Sfandanl PEDESTRIAN RAIL TYPE PR2 FILE: rlstd029.dgn DN: TxD()T CC: TxOOT IN: !TR cc: TXD()T ©rxDOT July 2014 CQliT SECT JOB HIGHWAY REV/5/DNS Cl1UliTY SHEE'T Nil. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. BASS AND WELSH ENGINEERING TX REGISTRATION NO. F-52, 3054 S. ALAMEDA STREET CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT I CORPUS CHRISTI, NUECES CO., TX TXDDT PEDESTRIAN RAIL, TYPE PR-2 PLOT SCALE: SCALE (H): SCALE 0/): DATE PLOTIEO ,. = 60' AS SHOWN AS SHOWN 02/lB/20 COM. NO. TXDOT PR.DWG JOB NO. 1B06B SHEET 32 OF 33 Bors B Top & Bors F2 Bors C -Top Slob Bottom S l ob Bars D Bot tom S I ob~:-----. Bars H ~----J""'I''/ Bors E Bors K Bors Bors ~ ~\ -- Fl- F 2 - --- ----> > > - Top Slob Bo tt a m I S ob ~ I I I -----j -- I ' I ' ' I I ' I ' I ' -"I L imi end I Sk --- ~\ ' Bors Bors ts of skewed section@ ew Cu l vert C -Top Slob D -Bottom Slo b CSJWhen the spacing be tween Bors B becomes less than half of the normal spacing, bars shal I be cut to ovoid fouling @The length of Bors B and E wi I vary in the skewed end sec t ions @ [One half o f overol I w idth] x [Ton of th e skew angle] @Bars F 1 and F z sho I I be continuous through th e ong I e section . They shal I be bent t o remain para I lel to the wo I Is of the Box Cu I vert. @When necessary to ova id fou I i ng in acute corners, the slob ex t ension leg of Bors C and Bars D may be shortened to a minimum o f 1' -6'' for skews of 30° and 45°. (f) For s kews af 15° or I ess, the contractor hos the option o f placing Bo r s B, C and D parol lel to the skewed end while maintaining spacing along center I i ne box. L engths of Bars B shown on the standards sho I I be i ncreosed to accommodate the s kew. ------'Ti I t Bar OS to maintain K Bors C -Top Slob Bars D -Bottom Slob~--__ necessary cover Bors E Bars B Bottom -Top & S l ob Bars F2 -~ "" ' ~· Fl -Bors Bo r s F2 - ------- --- Tap Slob Bottom Slob - e----L imi ts of skewed end section@ I I -----~11-11 ¥ I @<Ty pl • I I ~ I ;Yr ll Cu l v I _ _L_ -·- ert / I \ I I 4; I / Bars c Top S l ab -/ Bars D -Bottom S l ob / :fr skew WALLS AND CURB SLAB Bors WALLS AND CURB SLAB PLAN OF SKEWED ENDS ~ FROM 0° TO 1 5° (f) PLAN OF SKEWED ENDS -OVER 30° TO 45° Ti I t Bar OS necessary to maintain cover Bars H ~-Bors K Bars B -Top & Bors F2 Bors C -Top Slab Bottom S l ob Bors D -Bottom SI ab ""'--.._ Bors E WALLS AND CURB -- \ \ Fl-Bors Bars F2 - ~ ---r r -- ----- Top Slab Bottom S l ab SLAB PLAN OF SKEWED ENDS -OVER 15° /\~~~its o f '__~le Section® ( Limits of skewed I end section Q) I ' t-1 1/ -----I I I @ <Typl ' 11 'l I I I I A--------- ril Culver t I '.i . \ I -/ I Bors c Top S I -. / Bars D -Bottom ' Skew -i/ TO 30° l---L i m its i of Ang l e Section®~- ab S l ob Bors F2@ Bors B -Top Leng t h of extension Existing Bax Cu l vert LENGTHENING DETAIL 0 ,_,__ ____ Limits of Ang l e Section@ / / / Bars B -Top I -- & Bottom s 1 ab ----jfirfr&~ff-~110]-iJ:f.#i 1-ffl_fiT_JJi-- Bors B -Tap & Bottom SI ob --+!t11=t!:J:tiMf1/m'1f-& Bottom S l ob ---+-+--+---1-1· I Bors F 1 Bors F 2 1 [-trtrrlr-Ji:'"t"'/ltl!/l--.f-/i7_t7f//htrJ~~-Bars C -Top S I ob Bors D -Bottom Slob !HrHHICH--4-J! '.j_ '/) 1Hl-HH 1 11NJU I~ ,..,,_' -DJ/) . I > ---/_ I .. Tap S l'~o~b~!;;;l!;;il~~l[.~lfl:-~-, Bottom S l ob 51-----__,. PLAN ANGLE SECTION OF FROM oo TO 15° - Bors Bars Bars C -Tap S l ab Bars D -Bottom S l ob Top Slob Bors Bors F 1 - F 2 -Bottom Slob 5 1---__,. Bors Bars c Top Slab Bottom Slab ANGLE SECTION PLAN OF OVER 15° TO 30° ~ PLAN OF ANGLE OVER 30° D - SECTION TO 45° ~ 0 For box culverts with l ess than 2' -0" of fi 11, the tap slab sha l I be broken back t o provide a minimum I' -10 '' lap of the existing longitudinal bars with the l ongitudinal bars in the extension. If the depth of fil l is 2'-0" or greater, the top slob shol I be broken boc k to provide a 1' -0" minimum embedment of existing longitudinal reinforcing in t o t he ex t ension . Alternatively, if the f i 1 1 height is greater than 2' -0", t he existing curb may be l eft in p l ace and 2' -0" long #6 bars sha l I be dri I led and grouted I '-0'' into the exis t ing top slab at 1' -6'' center to center spacing. Wings and apron shal I be bro ken bock as necessary to instol I th e ex t ension. Exposed wingwo l I and apron reinforcing may be removed or cleaned and inc l uded in the e xt ension . When lengthening existing box culver t s with dimensions differen t than current standard dimensions, horizontal and ver t ical t ransi t ions shal I be for med as directed by the Engineer . Bottom s I obs sho I I match t o mo i nta in an uninterrupted f I ow I i ne. Exis t i ng and new reinforc ing sho I I be f i e Id bent in t o t ransi t ion maintaining specified cover requirements . GENERAL NOTES: Designed according to AASHTO LR FD Specifications . A I I reinforcing stee I sha I I be Grade 60. A I I concrete sha I I be CI ass "C" w i th these except i ans: use C l oss ''S'' for top s l obs o f culverts with overlay, w i th 1 -t o -2 course surface treatment, or with t he top s l ob as the final riding surface. C I ass "C " concrete sho I I hove a m 1n1 mum compressive streng t h of 3, 600 psi. CI ass "S" concrete sho I I hove a mini mu m compressive strength af 4,000 psi. The use of permanent forms is not al lowed. Refer to Sing l e Box Cu l verts Cast -in -Place standard for detai I s of straight sections of cu l vert . For skewed sections and angle sections refer to Single Box Culverts Cost-in-P l ace standard for slob and wa l I dimensions, bar sizes, maxi mum bar spacing, and any o t her detai Is no t shown. For Skewed ends with curbs, adjust length of Bors H, number o f Bors K, curb concrete volume and re i nforcing steel weight by dividing the values shown on the cu l vert standards by the cosine of t he skew ang l e . Lops for Bors H, when required, shol I be 1' -9" for uncoated bars and 2'-7'' for epoxy coated. HL93 LOADING ~@ I Texas Department of Transportation Bridge Division Standard FILE: SINGLE BOX CULVERTS CAST-IN-PLACE MISCELLANEOUS DETAILS SCC-MD scc md ste.d gn DN; GAF cK LMW ow BWH/TxDOT cK.-GAF February 2010 CONT SECT JOB HIGHWAY REVISIONS DIST COUNTY SHEET NO . THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. BASS & WELSH ENGINEERING DWN. CHK. TX SURVEY REG. NO 1 00027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CD RP US CHRIST L NUECES CD. , TX TX DDT PLACE, SINGLE BOX CULVERTS, CAST IN MI SCELLANEDUS DETAILS, SCC-MD PLOT SCALE: 1' =6D' SCALE (H): ~SA~M~E __ SCALE (V): ~ND~N~E __ COM. NO. TXDOT-SBC JOB NO. 18068 DATE PLOTTED 02/18/20 SHEET __1l OF ______3_L NIXON M. W ELSH, P.E., R.P.L.S. Email: NixMW@aol.com BASS WELSH ENGINEERING TX Registration No. F-52 Survey Registration No. 100027-00 P.O. Box 6397 Corpus Christi, TX 78466-6397 3054 S. Alameda St. 18068-PCE-16" 03/30/2020 WATER ITEMS QUANTITY UNIT UNIT PRICE AMOUNT 1 16" PVC PIPE 5665 LF 110.00 623,150.00 2 16" TAPPING SADDLE & 16" TAPPING GATE VALVE W/BOX 2 EA 7,500.00 15,000.00 3 16" TEE 23 EA 1,500.00 34,500.00 4 16" GATE VALVE W/BOX 12 EA 9,000.00 108,000.00 5 16" CROSS 3 EA 1,900.00 5,700.00 6 16" EL, ANY ANGLE 21 EA 1,100.00 23,100.00 7 16" X 12" REDUCER 1 EA 1,500.00 1,500.00 8 DEWATERING FOR 16" PVC PIPE 1150 LF 40.00 46,000.00 9 TRENCH SAFETY FOR 12" & 16" PIPES 6041 LF 10.00 60,410.00 10 12" GATE VALVE W/BOX 2 EA 2,200.00 4,400.00 11 12" TEE 5 EA 600.00 3,000.00 12 12" PVC PIPE 376 LF 62.00 23,312.00 13 12" CAP TAPPED FOR 2"1 EA 450.00 450.00 14 AIR RELEASE AND VACUUM VALVE IN FG MH 2 EA 8,500.00 17,000.00 15 FIRE HYDRANT ASSEMBLY 17 EA 3,500.00 59,500.00 16 6" X 30" PVC PIPE NIPPLE 54 EA 150.00 8,100.00 17 6" 90° EL 17 EA 400.00 6,800.00 18 6" GATE VALVE W/BOX 17 EA 1,000.00 17,000.00 19 UTILITY EASEMENT 1 LS 35,000.00 35,000.00 SUBTOTAL 1,091,922.00 7.5% ENGINEERING, SURVEYING & TESTING 81,894.15 SUBTOTAL $1,173,816.15 LESS WATER DISTRIBUTION AREAGE FEE (COMMERCIAL LOTS)-112,299.56 LESS WATER DISTRIBUTION AREAGE FEE (RESIDENTIAL LOTS)-33,390.36 TOTAL AMMOUNT REIMBURSABLE $1,028,126.23 KING'S LANDING UNIT 1 PRELIMINARY COST ESTIMATE 12" & 16" GRID MAIN WATER IMPROVEMENTS REIMBURSABLE BY CITY Page 1 of 1 Exhibit 4 EXHIBIT _____ INSURANCE REQUIREMENTS I. CONTRACTOR’S LIABILITY INSURANCE A. Contractor must not commence work under this contract until all insurance required has been obtained and such insurance has been approved by the City. Contractor must not allow any subcontractor, to commence work until all similar insurance required of any subcontractor has been obtained. B. Contractor must furnish to the City’s Risk Manager and Contract Administrator one (1) copy of Certificates of Insurance with applicable policy endorsements showing the following minimum coverage by an insurance company(s) acceptable to the City’s Risk Manager. The City must be listed as an additional insured on the General liability and Auto Liability policies by endorsement, and a waiver of subrogation endorsement is required on GL, AL and WC if applicable. Endorsements must be provided with Certificate of Insurance. Project name and/or number must be listed in Description Box of Certificate of Insurance. TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE 30-day advance written notice of cancellation, non-renewal, material change or termination required on all certificates and policies. Bodily Injury and Property Damage Per occurrence - aggregate COMMERCIAL GENERAL LIABILITY including: 1.Commercial Broad Form 2.Premises – Operations 3.Products/ Completed Operations 4.Contractual Liability 5.Independent Contractors 6.Personal Injury- Advertising Injury $1,000,000 Per Occurrence $1,000,000 Aggregate AUTO LIABILITY (including) 1.Owned 2.Hired and Non-Owned 3.Rented/Leased $1,000,000 Combined Single Limit WORKERS’S COMPENSATION (All States Endorsement if Company is not domiciled in Texas) Employers Liability Statutory and complies with Part II of this Exhibit. $500,000/$500,000/$500,000 POLLUTION LIABILITY (Including Cleanup and Remediation) $1,000,000 Per Incident Limit $1,000,000 Aggregate Exhibit 5 C. In the event of accidents of any kind related to this contract, Contractor must furnish the Risk Manager with copies of all reports of any accidents within 10 days of the accident. II. ADDITIONAL REQUIREMENTS A. Applicable for paid employees, Contractor must obtain workers’ compensation coverage through a licensed insurance company. The coverage must be written on a policy and endorsements approved by the Texas Department of Insurance. The workers’ compensation coverage provided must be in statutory amounts according to the Texas Department of Insurance, Division of Workers’ Compensation. An All States Endorsement shall be required if Contractor is not domiciled in the State of Texas. B. Contractor shall obtain and maintain in full force and effect for the duration of this Contract, and any extension hereof, at Contractor's sole expense, insurance coverage written on an occurrence basis by companies authorized and admitted to do business in the State of Texas and with an A.M. Best's rating of no less than A- VII. C. Contractor shall be required to submit renewal certificates of insurance throughout the term of this contract and any extensions within 10 days of the policy expiration dates. All notices under this Exhibit shall be given to City at the following address: City of Corpus Christi Attn: Risk Manager P.O. Box 9277 Corpus Christi, TX 78469-9277 D. Contractor agrees that, with respect to the above required insurance, all insurance policies are to contain or be endorsed to contain the following required provisions: • List the City and its officers, officials, employees, and volunteers, as additional insureds by endorsement with regard to operations, completed operations, and activities of or on behalf of the named insured performed under contract with the City, with the exception of the workers' compensation policy; • Provide for an endorsement that the "other insurance" clause shall not apply to the City of Corpus Christi where the City is an additional insured shown on the policy; • Workers' compensation and employers' liability policies will provide a waiver of subrogation in favor of the City; and • Provide thirty (30) calendar days advance written notice directly to City of any, cancellation, non-renewal, material change or termination in coverage and not less than ten (10) calendar days advance written notice for nonpayment of premium. E. Within five (5) calendar days of a cancellation, non-renewal, material change or termination of coverage, Contractor shall provide a replacement Certificate of Insurance and applicable endorsements to City. City shall have the option to suspend Contractor's performance should there be a lapse in coverage at any time during this contract. Failure to provide and to maintain the required insurance shall constitute a material breach of this contract. F. In addition to any other remedies the City may have upon Contractor's failure to provide and maintain any insurance or policy endorsements to the extent and within the time herein required, the City shall have the right to order Contractor to stop work hereunder, and/or withhold any payment(s) which become due to Contractor hereunder until Contractor demonstrates compliance with the requirements hereof. G. Nothing herein contained shall be construed as limiting in any way the extent to which Contractor may be held responsible for payments of damages to persons or property resulting from Contractor's or its subcontractor’s performance of the work covered under this contract. H. It is agreed that Contractor's insurance shall be deemed primary and non-contributory with respect to any insurance or self insurance carried by the City of Corpus Christi for liability arising out of operations under this contract. I. It is understood and agreed that the insurance required is in addition to and separate from any other obligation contained in this contract. 2019 Insurance Requirements Development Services Permit for Use of City Right of Way to Include Digging of 3’ or More 01/09/2019 sw Risk Management Exhibit 6 ~Cityof ~i~~Corpus ::-55Christi DISCLOSURE OF INTERESTS Ciry of Corpus C hristi, Texas Department of Development Services P.O . Box 9277 Corpus Christi, Texas 78469-9277 (361) 826-3240 Located at: 2406 Leopard Street (Com er of Leopard St. and Port Ave.) City of Corpus Christi Ordinance 17112, as amended , requires all persons or firms seeking to do business with the City to provide the following information . Every question must be answered . If the question is not applicable, answer with "NA". NAME: SEE ATTACHED SIGNATURE SHEET STREET: CITY: ZIP: FIRM is: 0 Corporation 0 Partnership 0 Sole Owner 0 Association Ii] Other ________ _ DISCLOSURE QUESTIONS If additional space is necessary, please use the reverse side of this page or attach separate sheet. 1. State the names of each "employee" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Job Title and City Department (if known) N/A N/A 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Title N/A N/A 3. State the names of each "board member" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Boa rd , Commission, or Committee N/A N/A 4. State the names of each employee or officer of a "consultant" for the City of Corpus Christi who worked on any matter related to the subject of this contract and has an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Consultant N/A NIA CERTIFICATE I certify that all information provided is true and correct as of the date of this statement, that I have not knowing ly withheld disclosure of any information requested ; and that supplemental statements will be promptly subm itted to the City of Corpus Christi , Texas as changes occur. Certifying Person : --------------------Title: (Print) Signature of Ce rtifying Person : Date: ___________ _ K.\DEVELOPMENTSVCSIS HAREO\LA~D DEVELOPM ENTIOROINA.NCE ADMINISTRATION\APPLICATION FORMSIFORMS AS P ER LEGAL\20 12\DISCLOSURE OF INTERESTS STATEM ENTl.27.12 DOC DEFINITIONS a. "Board Member". A member of any board , commission or committee appointed by t he City Cou ncil of the City of Corpus C hristi , Texas. b. "Employee". Any person employed by the Cit y of Corpus Christi , Texas , either on a full or part time basis , but not as an independent contractor. c . "F irm ". Any entity operated for economic gain, wh ether professional , industrial or commercial and whether established to produce or dea l with a product or service, including but not limited to , entities operated in the form of sole proprietorship , as self-employed person , partnership , corporation, joint stock company, join t venture , receivership o r trust and entities which , for purposes of taxation , are treated as non-profit organ izations. d . "Officia l". The Mayor, members of the City Counci l, City Manager, Deputy City Manager, Assistant City Managers , Department and Division Heads and Municipal Court Judges of the City of Corpus Christi, Texas . e. "Ownership Interest". Legal or equ itable interest, wheth e r actually or const ructivel y held , in a firm , including when such interest is held through an agent, trust , estat e or holding entity. "Construct ively held " refers to holding or control established through voting trusts , proxies or special terms of venture or partnership agreements . f . "Consultant ". Any person or firm , su ch as engineers and arch itects, hired by the City of Corpus Christi for the purpose of professional consu ltation and recommendation. K:IDEV ELOPMENTSVCS\SHARED\LAND DEVELOPME NT\ORDI NANCE ADMIM STRATIDN\APPLICATION FORMS\fORMS AS P ER LEGAL\201 2\DISCLOSURE OF IN T EREST S STATEMENT! 21 12 .DOC The William Earl Rensch Trust William Earl Rensch , Trustee 5027 Holly Road Pasade na, Tx 77503 Phone: 713 417-7122 Anna Belle Hensch 1009 P eerman Place Corpus Christi, Tx 78411 Phone: 361 444-5800 R e tta Maurine Kasper 48 05 Velma Killeen, Tx 76542 Phone: 254 462-2976 STATE OF TEXAS § COUNTY OF NUECES § OWNERS: Corpus Christi Community Church 4833 Saratoga Blvd #259 Corpus Christi, Tx 78413 Scott Mcdonald 361 420-0022 Also, James F. Dodson 4222 Fm 665, Robs town, Tx 78380 Phone: 361 877-3222 South Texas Children's Home Land Management Po Box 548 Beeville, Tx 78104-0548 SIGNATURES William Earl Rensch, Trustee The WiJliam Earl Rensch Trust This in strument was acknowledged before me on the fl~\-, day ofJ~\u>Jl.="'--=----------2019, by William Earl Rensch, Trustee, The William Earl R e nsch Trust, an owner of the subj ect tract. tl~a) &&,. ~~ Anna Belle Rensch, Owner STATE OF TEXAS § COUNTY OF NUECES § This in strument was acknowledged before me on the~ day of_J~\)~N-~-------~2019, by Anna Belle Hensch, an owner of the subject tract. NMW:sab STATE OF TEXAS § COUNTY OF NUECES § This instrument wa s acknowledge d before me on th e li_, day of __ ---"'-------'-....__..,___..,._, ___ .2019, by Retta Maurine Kasper, an owner of the subj ect tract. STATE OF TEXAS SHEREE STOVER Notary 10 # 129287500 My Commission Expires January 30 . 2021 ·K § § Scott McDonald, Agent C01·pus Christi Community Church COUNTY OF NUECES§ This instrume nt was acknowl edged before me on the 611~-:day o~_,.,,.\_0-=--'"-~e~ _______ 2019, by Scott Mcdonald, Age nt for Corpus Chris ti Community Church, an own e r o he subj e ct tract. STATE OF TEXAS COUNTY OF NUECES§ GAYLE THOMAS;] MY Notary ID# 12BG65057 Explras April 23, 2020 Eron Green, Registered Agent South Texas Children's Home Land Management § § This ins trument was acknowledged before me on the ___ , day of 2019, by Eron Green as R e gi stered Age nt of South Texas Children's Home Land M anagem ent, owner of th e subject tract. Nota ry Public, State of Texas NMW:sab ~Cityof ~j~~Corpus =-5Christi DISCLOSURE OF INTERESTS Ciry of Corp us Christi, TexH Department of Development Services P.O. Box 9277 Corpw Christi, Texas 78469-9277 (361) 826-3240 Located at. 2406 Leoparo Street (Comer of Leopard St and Pon Ave.} City of Corpus Christ i Ordinance 17112, as amended, requ ires all pe rsons or firms seeki ng to do business with the City to provide the followin g information . Every question must be answered . If the question is not applicable , answe r with "NA". NAME : SEE ATIACHED SIGNATURE SHEET CITY: ----------ZIP: _____ _ FIRM is: D Corporation D Partnersh ip D Sole Owner D Association [i] Other _______ _ DISCLOSURE QUESTI ONS If additiona l space is necessa ry , please use the re verse side of th is page o r attach separate sh eet. 1. State the names of each "employee" of the City of Corpus Christi havi ng an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Job T itle and City Department (if known) NM NM 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Title N/A N/A 3. State the names of each "board member" of the City of Corpus Christi having an "ownership interest" constituti ng 3% or more of the ownership in the above named "firm". Name Board, Commission , or Committee NM NM 4. State the names of each employee or officer of a "consultant" for the City of Corpus Chri s t i who worked on any matter related to the subject of this contract and has an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Consultant NIA N/A CERT IFICATE I certify that all information provided is true and correct as of the date of this statement, that I have not knowingly w ithheld disclosure of any information req uested; and t hat supplementa l statements will be promptly submitted to the C ity of Corpus Christi, Texas as changes occur. Certifying Person: /ilo5~~'-'t o""S ~ Title : (Prin t) Signatu re of Certifying Person : __ .... ~__...,,~-.....;..._,c.___.~"'-=---------Date:----------- K \DEVELOPM ENTSVCS\SUARED\i..AND PEVELOPMEN1'0RDINA:-ICE ADMtNtSTR.~TIOJl.'\APPLlCATION FORMS\fORMS AS PER l.EG,\L\1012\DISCLOSUltE OF INTERESTS STATE.\IENTI 27 12.DOC WASTEWATER TRUNK MAIN LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT ST A TE OF TEXAS § § COUNTY OF NUECES § This Wastewater Collection Line Extension Construction and Reimbursement Agreement ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipality, and MPM Development, LP, ("Developer/Owner"), a Texas Limited Partnership. WHEREAS, the Developer/Owner, in compliance with the City's Unified Development Code ("UDC"), has a plat, approved by the Planning Commission on October 16, 2019 to develop a tract of land, to wit approximately 446.408 acres known as Kings Landing, Corpus Christi Texas as shown in the attached Exhibit 1, the content of such exhibit being incorporated by reference into this Agreement; WHEREAS, under the UDC, the Developer/Owner is responsible for construction of the wastewater trunk line extension ("Wastewater Trunk Line"); WHEREAS, under the UDC, the Developer/Owner is eligible for reimbursement of the Developer/Owner's costs for the construction of Wastewater Trunk Line; WHEREAS, it is to the best interest of the City that the Wastewater Trunk Line be constructed to its ultimate capacity under the City's applicable Master Plan; WHEREAS, Section 8.5.2.E. of the UDC authorizes the acceptance of applications to be eligible for reimbursement in the future when funds become fully available in the Wastewater Trunk System Trust Fund and are appropriated by the City Council; and WHEREAS, the Developer/Owner has submitted an application for reimbursement of the costs from the Wastewater Trunk System Trust Fund for installing the Wastewater Trunk Line, as shown in Exhibit 2, the content of such exhibit being incorporated by reference into this Agreement. NOW, THEREFORE, in consideration of the mutual promises and covenants contained in this Agreement, the parties do covenant and agree as follows: 1. TRUSTEE LIABILITY. The City is executing this agreement as trustee of the Wastewater Trust Fund pursuant to UDC §8.5. The City is acting as trustee to further its governmental functions of providing water and sewer service. Texas Constitution Article 11, Section 3 prohibits the City from becoming a subscriber to the capital of any private corporation or association, or make any appropriation or donation to the same, or in anywise loan its credit. As such, the City's participation as Trustee does not create a loan of its credit. Execution of this agreement constitutes a promise to pay only to the extent that the assets and future assets of the trust are sufficient for such purpose and it is expressly agreed that any judgment will only be satisfied out of the assets of the trust and not out of the City's assets. The City is excluded from personal liability. 2. REQUIRED CONSTRUCTION. Developer/Owner shall construct the Wastewater Trunk Line in compliance with the City's UDC, the City's Infrastructure Design Manual, and all local, state and federal laws, codes and regulations, in accordance with the plans and specifications submitted to the City's Development Services Department and reviewed and approved by the City's Development Services Engineer. 3. PLANS AND SPECIFICATIONS. a. Developer/Owner shall contract with a professional engineer licensed in the State of Texas and acceptable to the City's Development Services Engineer to prepare plans and specifications for the Wastewater Trunk Line, as shown in the attached Exhibit 3, the content of such exhibit being incorporated by reference into this Agreement, with the following minimum requirements: ITEM DESCRIPTION QUANTITY UNIT 1 18" PVC PIPE 351 LF 2 DEWATERING FOR 18" PVC PIPE 351 LF 3 MANHOLE 1 EA 4 TRENCH SAFETY FOR 18" PIPE 351 LF b. The plan must be in compliance with the City's master plans. c. The plans and specifications must comply with the City's Wastewater Standards Detail Sheets and Standard Specifications. d. Before the Developer/Owner starts construction, the plans and specifications must be approved by the City's Development Services Engineer. 4. SITE IMPROVEMENTS. Prior to the start of construction of the Wastewater Trunk Line, Developer/Owner shall acquire and dedicate to the City the required additional public utility easements ("Easements"), if any, necessary for the completion of the Wastewater Trunk Line. If any of the property needed for the Easements is owned by a third party and the Developer/Owner is unable to acquire the Easements through reasonable efforts, then the City may use its powers of eminent domain to acquire the Easements. Developer will be responsible for cost of acquisition, payable from the reimbursement agreed to in this agreement. 5. PLATTING FEES. Developer/Owner shall pay to the City the required acreage fees and pro- rata fees as required by the UDC. 6. DEVELOPER/OWNER TO AWARD CONTRACT FOR IMPROVEMENTS. Developer/Owner shall award a contract and complete the Wastewater Trunk Line, under the approved plans and specifications within 18 months of the approval of this Agreement by City Council. 7. TIME IS OF THE ESSENCE. Time is of the essence in the performance of this contract. 8. PROMPT AND GOOD FAITH ACTIONS. The parties shall act promptly and in good faith in performing their duties and obligations under this Agreement. If this Agreement calls for review or inspections by the City, then the City's reviews or inspections must be completed thoroughly and promptly. Kings Landing Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-1-18 Page 2of11 9. DEFAULT. The following events shall constitute default: a. Developer/Owner fails to engage a professional engineer for the preparation of plans and specifications by the 10th calendar day after the date of approval of this Agreement by the City Council. b. Developer/Owner's professional engineer fails to submit the plans and specifications to the City's Director of Engineering Services by the 40th calendar day after the date of approval by City Council. c. Developer/Owner fails to award a contract for the construction of the project, according to the approved plans and specifications, by the 70th calendar day after the date of approval by City Council. d. Developer/Owner's contractor does not reasonably pursue construction of the Wastewater Trunk Line under the approved plans and specifications. e. Developer/Owner's contractor fails to complete construction of the Wastewater Trunk Line, under the approved plans and specifications, within 18 months from the approval of this Agreement by City Council. f. Either the City or the Developer/Owner otherwise fails to comply with its duties or obligations under this Agreement. 10. NOTICE AND CURE. a. In the event of a default by either party under this Agreement, the non-defaulting party shall deliver notice of the default, in writing, to the defaulting party stating, in sufficient detail, the nature of the default and the requirements to cure such default. b. After delivery of the default notice, the defaulting party has 15 business days from the delivery of the default notice ("Cure Period") to cure the default. c. In the event the default is not cured by the defaulting party within the Cure Period, then the non-defaulting party may pursue its remedies in this section. d. Should Developer/Owner fail to perform any obligation or duty of this Agreement, the City shall give notice to Developer/Owner, at the address stated in section 12, of the need to perform the obligation or duty, and should Developer/Owner fail to perform the required obligation or duty within 15 days of receipt of the notice, the City may perform the obligation or duty, charging the cost of such performance to Developer/Owner by reducing the reimbursement amount due Developer/Owner. e. In the event of an uncured default by the Developer/Owner, after the appropriate notice and Cure Period, the City has all its common law remedies and the City may: 1. Terminate this Agreement after the required notice and opportunity to cure the default; Kings Landing Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-1-18 Page 3of11 2. Refuse to record a related plat or issue any certificate of occupancy for any structure to be served by the project; and/or 3. Perform any obligation or duty of the Developer/Owner under this Agreement and charge the cost of such performance to the Developer/Owner. The Developer/Owner shall pay to the City the reasonable and necessary cost of the performance within 30 days from the date the Developer/Owner receives notice of the cost of performance. In the event the Developer/Owner pays the City under the preceding sentence and is not otherwise in default under this Agreement, then the Agreement shall be considered in effect and no longer in default. f. In the event of an uncured default by the City after the appropriate notice and Cure Period, the Developer/Owner has all its remedies at law or in equity for such default. 11. FORCE MAJEURE. a. The term "force majeure" as employed in this Agreement means and refers to acts of God; strikes, lockouts, or other industrial disturbances; acts of public enemies; insurrections; riots; epidemics; landslides; lightning; earthquakes; fires; hurricanes; storms; floods; washouts; droughts; arrests; civil disturbances; explosions; or other causes not reasonably within the control of the party claiming the inability. b. If, by reason of force majeure, either party is rendered wholly or partially unable to carry out its obligations under this Agreement, then the party claiming force majeure shall give written notice of the full particulars of the force majeure to the other party within ten ( 10) business days after the occurrence or waive the right to claim it as a justifiable reason for delay. The obligations of the party giving the required notice, to the extent affected by the force majeure, are suspended during the continuance of the inability claimed but for no longer period, and the party shall endeavor to remove or overcome such inability with all reasonable dispatch. 12. NOTICES. a. Any notice or other communication required or permitted to be given under this Agreement must be given to the other party in writing at the following address: Kings Landing 1. If to the Developer/Owner: MPM Development Attn: Moses Mostaghasi PO Box 331308 Corpus Christi, Texas 78463 2. If to the City: City of Corpus Christi Attn: Director, Development Services Department 2406 Leopard Street 78401 P. 0. Box 9277 Corpus Christi, Texas 78469-9277 Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-1-18 Page 4of11 with a copy to: City of Corpus Christi Attn: Assistant City Manager, Business Support Services 1201 Leo pa rd Street 78401 P. 0. Box 9277 Corpus Christi, Texas 78469-9277 b. Notice must be made by United States Postal Service, First Class mail, certified, return receipt requested, postage prepaid; by a commercial delivery service that provides proof of delivery, delivery prepaid; or by personal delivery. c. Either party may change the address for notices by giving notice of the change under the provisions of this section. 13. THIRD-PARTY BENEFICIARY. Developer/Owner's contracts with the professional engineer for the preparation of the plans and specifications for the construction of the Wastewater Trunk Line, contracts for testing services, and contracts with the contractor for the construction of the Wastewater Trunk Line must provide that the City is a third-party beneficiary of each contract. 14. PERFORMANCE AND PAYMENT BONDS. Developer/Owner shall, before beginning the work that is the subject of this Agreement, furnish a performance bond payable to the City of Corpus Christi if the contract is in excess of $100,000 and a payment bond if the contract is in excess of $50,000. Bonds furnished must meet the requirements of Texas Insurance Code 3503, Texas Government Code 2253, and all other applicable laws and regulations. The performance or payment bond must name the City as an obligee. If the Developer/Owner is not an obligor, then Developer/Owner shall be named as a joint obligee.The bond must clearly and prominently display on the bond or on an attachment to the bond: (1) the name, mailing address, physical address, and telephone number, including the area code, of the surety company to which any notice of claim should be sent; or (2) the toll-free telephone number maintained by the Texas Department of Insurance under Subchapter B, Chapter 521, Insurance Code, and a statement that the address of the surety company to which any notice of claim should be sent may be obtained from the Texas Department of Insurance by calling the toll-free telephone number. 15. WARRANTY. Developer/Owner shall fully warranty the workmanship of and function of the Wastewater Trunk Line and the construction thereof for a period of one year from and after the date of acceptance of the facilities by the City's Director of Engineering Services. 16. REIMBURSEMENT. a. The cost for the Wastewater Trunk Main Line less is $75,706.88. Subject to the conditions for reimbursement from the Wastewater Trunk Line System Trust Fund and the appropriation of funds, the City will reimburse the developer, the reasonable actual cost of the Wastewater Trunk Line up to an amount not to exceed $75,706.88 as shown in the attached Exhibit 4, the contents of such exhibit being incorporated by reference into this Agreement. Kings Landing Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-1-18 Page 5of11 b. Subject to the conditions for reimbursement from the Sanitary Sewer Trunk Main Trust Fund and the appropriation of funds, the City agrees to reimburse the Developer/Owner on a monthly basis upon invoicing for work performed. The submitted invoice shall be deemed administratively complete by the City prior to payment. The reimbursement will be made no later than 30 days from the date of the City's administrative approval of the invoice. Developer/Owner shall submit all required performance bonds and proof of required insurance under the provisions of this Agreement. c. Cost-supporting documentation to be submitted shall include: 1. Summary of Costs and Work Performed Form provided by the Development Services Department 2. Contractor and professional services invoices detailing work performed 3. The first reimbursement request requires submittal of invoices for work performed. Future disbursements shall provide evidence of payment by the developer/owner through a cancelled check or bank ACH for the previous submittal. The final reimbursement request shall require evidence that all invoices to date have been paid. d. To be eligible for reimbursement, the work must be constructed in a good and workmanlike manner and must have been inspected and accepted by the City. The City agrees to conduct periodic inspections and approve the progress of the work at key points during construction. The final 5% of the total contract reimbursement amount will be held as retainage until such time the City issues acceptance of public infrastructure in accordance with Unified Development Code. e. In the event that this Agreement is terminated by the City as a result of an uncured default by the Developer/Owner and at a time when there has been a partial completion and/or partial payment for the improvements, then the City shall only reimburse the Developer/Owner for its costs that were legitimately incurred towards the completion of the improvements that have been inspected and accepted by the City up to the time that the uncured default occurred. 17. PAYMENTS, CREDITS AND DEFERRED REIMBURSEMENT. All payments, credits, priority of reimbursement, and deferred reimbursement shall be made in accordance with UDC §8.5. Developer/Owner understands and agrees that if funds are not available in the Wastewater Trunk System Trust Fund, that reimbursement will not be made until such funds are available, appropriated, and this Agreement has priority per UDC §8.5.2. E. 18. INDEMNIFICATION. Developer/Owner covenants to fully indemnify, save and hold harmless the City of Corpus Christi, its officers, employees, and agents, ("indemnitees") against any and all liability, damage, loss, claims, demands suits and causes of action of any nature whatsoever asserted against or recovered from city on account of injury or damage to person including, without limitation on the foregoing, workers compensation and death claims, or property Kings Landing Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-1-18 Page 6of11 loss or damage of any other kind whatsoever, to the extent any injury, damage, or loss may be incident to, arise out of, be caused by, or be in any way connected with, either proximately or remotely, wholly or in part, the Developer/Owner's failure to comply with its obligations under this agreement or to provide city wastewater service to the development, including injury, loss, or damage which arise out of or are in any manner connected with, or are claimed to arise out of or be in any manner connected with the construction, installation, existence, operation, use, maintenance, repair, restoration, or removal of the public improvements associated with the development described above, including the injury, loss or damage caused by the sole or contributory negligence of the indemnitees or any of them, regardless of whether the injury, damage, loss, violation, exercise of rights, act, or omission is caused or is claimed to be caused by the contributing or concurrent negligence of indemnitees, or any of them, but not if caused by the sole negligence of indemnitees, or any of them, unmixed with the fault of any other person or entity, and including all expenses of litigation, court costs, and attorneys fees, which arise, or are claimed to arise, out of or in connection with the asserted or recovered incident. This indemnity specifically includes all claims, damages, and liabilities of whatever nature, foreseen or unforeseen, under any hazardous substance laws, including but not limited to the following: Kings Landing (a) all fees incurred in defending any action or proceeding brought by a public or private entity and arising from the presence, containment, use, manufacture, handling, creating, storage, treatment, discharge, release or burial on the property or the transportation to or from the property of any hazardous substance. The fees for which the developer/owner shall be responsible under this subparagraph shall include but shall not be limited to the fees charged by (i) attorneys, (ii) environmental consultants, (iii) engineers, (iv) surveyors, and (v) expert witnesses. (b) any costs incurred attributable to (i) the breach of any warranty or representation made by Developer/Owner in this agreement, or (ii) any cleanup, detoxification, Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-1-18 Page 7of11 remediation , or other type of response action taken with respect to any hazardous substanc e on or under the property regardless of whether or not that action was mandated by the fed e ral , state or local government. This indemnity shall survive the expiration or earlier termination of the agreement. 19. ASSIGNMENT OF AGREEMENT. This Agreement or any rights under this Agreement may not be assigned by the Develope r/Owner to another without th e written approva l and consent of the City's City Manager. 20 . DISCLOSURE OF INTEREST. Developer/Owner agrees, in compliance with the Corpus Christi Code of Ordinance Sec. 2-349, to complete, as part of this Agreement, the Disclosure of Interest form attached to this Agreement as Ex hib it 5 . 21 . EFFECTIVE DATE. This Agreement becomes effective and is binding upon and inures to the benefit of the City and the Developer/Owner and their respective heirs , successors, and assigns from and after the date of fi nal execution by all parties. 22. DEDICATION OF WASTEWATER TRUNK LINE. Upon completion of the construct ion, dedication of Wastewater Trunk Line will be subject to City inspection and approval. 23. CERTIFICATE OF INTERESTED PARTIES . Developer/Owner agrees to comply with Texas Government Code section 2252.908 and complete Form 1295 Certificate of Interested Parties as part of this agreement. Form 1295 requires disclosure of "interested parties" with respect to entities that enter contracts with cities. These interested parties include: (1) persons with a "controlling interest'' in the entity, which includes: a. an ownership interest or participating interest in a business entity by virtue of units, percentage, shares, stock or otherwise that exceeds 10 percent; b. membership on the board of directors or other governing body of a business entity of which the board or other governing body is composed of not more than 10 members; or c . service as an officer of a business entity that has four or fewer officers, or service as one of the four officers most highly compensated by a business entity that has more than four officers . (2) a person who actively participates in facilitating a contract or negotiating the terms of a contract with a governmental entity or state agency, including a broker, intermediary, adviser or attorney for the business entity. Form 1295 must be e lectronically filed with the Texas Et hics Commission at https://www.ethics.state.tx.us/whatsnew/elf info form1295.htm . The form must then be printed, signed , notarized and filed with the City. For more information, please review the Texas Ethics Commission Rules at https://www.ethics.state.tx.us/legal/ch46.html. 24 . CONFLICT OF INTEREST. Developer/Owner agrees to comply with Chapter 176 of the Texas Local Government Code and file Form CIQ with the City Secretary 's Office, if required . Kings Landing Standard Form Wastewater Trunk Line Reimbursement Agreement Te mplat e Version 5-1 -18 Page 8 of 11 For more information and to determine if you need to file a Form CIQ, please review the information on the City Secretary's website at http://www.cctexas .com/governmenUcity- secretarv/conflict-disclosure/index 25. AUTHORITY. All signatories signing this Agreeme nt warrant and guarantee that they have the authority to act on behalf of the entity represented and make this Agreement binding and enforceable by their signature. Remainder of page intentionally left blank; signature page to follow. Kings Landing Standard Forni Wastewater Trunk Line Reimbursement Agreement Templa te Version 5-1-18 Page9of11 EXECUTED IN ONE ORIGINAL this ___ day of _________ , 2020. ATTEST: Rebecca Huerta City Secretary APPROVED AS TO LEGAL FORM: Buck Brice Assistant City Attorney For City Attorney Kings Landing {Date) Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-1-18 CITY OF CORPUS CHRISTI Al Raymond Ill Director, Development Services Page10of11 STATE OF TEXAS COUNTY OF Y\M.Q.@t<& § § § DEVELOPER/OWNER : MPM Development, LP. PO Box 331308 Corpus Christi, Texas 78463 By:~ Moses Mostaghas i, General Pa rt ner This instrument was acknowledged before me on , 2020, by Moses Mostag hasi, Genera l Partn er, MPM Develo pment, L , a Texas Limited Partnership, on beha lf of sai d corporati on . ~~!\~~ • .....a....o.....o-o~.....,,~-r ..... ,.:"t#l"'" CYNTHIA BUENO /~~~a:tbt,,p ID# 1176588·3 { • i ~ • Notary Fub lic »'W'~~ :+-~ STATE OF TEXAS '"<.:?,{~~ .. ~·· My Comm . Exp . 11-04 -2023 Kings Landing Standard Form Wastewa ter Trunk Line Reimbursement Agreement Template Vers ion 5-1 -18 Page 11 of 11 Exhibit 1 4' WIDE R/C WALK COMPACT BACKFILL TO 95% STANDARD PROCTOR DENSITY (BOTH SIDES) AND UNDER WALKS (TYP.) 11 • 6" CRUSHED LIMESTONE BASE TO 2' BEHIND C & G TO MEET REQUIREMENTS OF CITY STANDARD SPECIFICATION 025223 CRUSHED LIMESTONE FLEXIBLE BAS£. COMPACT TO 95% MODIFIED PROCTOR DENSITY AT A MOISTURE CONTENT + /-2X OF OPTIMUM MOISTURE 50' STREET ROW 28' BB SlREET 2" TYPE "D" HMAC ON PRIME COAT @ 0.15 GALLONS PER SQUARE YARD (NO SEPARATE PAY FOR PRIME COAT) 14' 5'" CROWN FROM CL STREET LIP OF GUITTR~ 1.0' TYP. I 2% --- 4' WIDE R/C WALK (TYPICAL BOTH SIDES) 6' CITY STD. R/C CURB AND GUTTER s• LIME STABILIZED SUBGRADE TO 2' BEHIND C&G BOTH SIDES OF STREET ANO COMPACTED TO 95% STANDARD PROCTOR DENSITY WITHIN +/-TWO PERCENTAGE POINTS OF OPTIMUM MOISTURE. LIME SHN...L BE APPLIED AT THE RATE OF 34 LB/SY (TO BE VERIFIED THROUGH GEOTECHNICAL TESTING). s• THICKNESS BENEATH C&:G l\ND TO 2' BEHIND C&G . ' 10' 2% - 60' STREET ROW 40' BB STREET 2" TYPE "O" HMAC ON PRIME COAT 0 0.15 GALLONS PER SQUARE YARD (NO SEPARATE PAY FOR PRIME COAT) 20' 20' 5'" CROWN FROU CL STREET LIP OF GUTIER ~ -- COMPACT BACKFILL TO v==::=====---t--,-======""'.:'tJ 4' WIDE 95% STANDARD PROCTOR R/C WALK DENSITY (BOTH SIDES) AND UNDER WALKS (TYP.) (TYPICAL BOTH SIDES) 6' CITY a· CRUSHED LIMESTONE BASE TO 2 1 BEHIND C & G TO MEET REQUIREMENTS OF CITY STANDARD SPECIFICATION 025223 CRUSHED LIMESTONE Fl.£XIBLE BASE. COMPACT TO 95% MODIFIED PROCTOR DENSITY AT A MOISTURE CONTENT + /-2% OF OPTIMUM MOISTURE TYPICAL STREET SECTION STD. R/C CURB AND GUTTER 8" LIME STABILIZED SUBGRADE TO 2' BEHIND C&G BOTH SIDES OF STREET AND COMPACTED TO 95% STANDARD PROCTOR DENSITY WITHIN +/-TWO PERCENTAGE POINTS OF OPTIMUM MOISTURE. LIME SHALL BE APPLIED AT THE RATE OF 3 4 LB/SY (TO BE VERIFIED THROUGH GEOTECHNICAL TESTING). 8" THICKNESS BENEATH C&G AND TO 2' BEH IND C&:G 60' ROW 75' STREET ROW 50' BB STREET 12.50' 2" TYPE "o• HMAC ON PRIME COAT 0 0.15 GALLONS PER SQUARE YARD {NO SEPARATE PAY FOR PRIME COAT) 12.50' 2% - COMPACT BACKFILL TO J/ 95% STANDARD PROCTOR DENSITY (BOTH SIDES) AND UNDER WALKS (TYP .) 25' 6" CROWN FROM LIP OF GUITTR~ - 1 O" CRUSHED LJMESTONE BASE TO 2' BEHIND C & G m MEET REQUIREMENTS OF CITY STANDARD SPECIFICATION 025223 CRUSHED LIMESTONE FLEXIBLE BASE. COMPACT TO 95% MODIFIED PROCTOR DENSITY AT A MOISTURE CONTENT + /-2% OF OPTIMUM MOISTURE 25' CL STREET - 1.0' TYP. 23 - 4' WIDE R/C WALK (TYPICAL BOTH SIDES) 6' CITY STD. R/C CURB AND GUTTER 12" LIME STABILIZED SUBGRADE TO 2' BEHIND C&G BOTH SIDES OF STREET AND COMPACTED TO 95% STANDARD PROCTOR DENSITY WITHIN +/-TWO PERCENTAGE POINTS OF OPTIMUM MOISTURE. LIME SHALL BE APPLIED AT THE RATE OF 34 LB/SY (TO BE VERIFIED THROUGH GEOTECHNICAL TESTING). 8" THICKNESS BENEATH C&G AND TO 2' BEHIND C&G TYPICAL STREET SECTION 75' ROW TYPICAL STREET SECTION 50' ROW NTS NTS NTS NOTES 1. THE SITE IS OCL. PROPOSED ANNEXATION AND ZONED RS-4.5 AND CN-1. 2. THE RECEMNG WATER FOR THE STORM WATER RUNOFF FROM TH IS PROPERTY IS THE OSO CREEK. THE TCEQ HAS NOT CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO CREEK, BUT IT IS RECOGNIZED AS AN ENVIRONMENTALLY SENSITIVE AREA. THE OSO CREEK FLOWS DIRECTLY INTO THE OSO BAY. THE TCEQ HAS CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO BAY AS "EXCEFTIONAL" AND "OYSTER WATERS" AND CATEGORIZED THE RECEIVING WATER /JS "CONTACT RECREATION• USE. 3 . THE BASIS OF BEARINGS IS THE STATE OF TEXAS LAMBERf GRID, SOUTH ZONE, NAO 1983. 4. THE SUBJECT SITE IS DEPIClED IN FEMA MAP 48355C0505G (10/23/15) AND CONTAINS ZONE AE-FLOODWAY AREAS, ZONE AE AREAS WITH ELEVATIONS BETWEEN 26' AND 27', ZONE X AREAS OF 0.2 PCT ANNUAL CHANCE FLOOD AND ZONE X AREA (NO DESIGNATION). 5. DESCRIPTION OF SIT£ DRAINAGE: TiiE ENTIRE SITE WILL DRAIN VIA UNDERGROUND PIPES ANO DITCHES TO THE OSO CREEK AS SHOWN. 6. THERE ARE NO KNOWN NATURAL WATER BODIES, JURISDICTIONAL WETLANDS, ENDANGERED SPECIES HABITAT, STATE SUBMERGED LANDS OR CRITICAL DUNES ON THE SITE . 7. A STORM WATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED WITH THE CONSTRUCTION PLANS FOR ANY PROJECT ONE (1) ACRE OR GREATER OR A STORM WATER POLLUTION CONTROL PLAN IF LESS THAN ONE ( 1) ACRE. 8. LEGAL DESCRIPTION -SEE RIGHT. NOTES CONTINUED 9. THIS DEVELOPMENT MEETS THE CITY'S MASTER DRAINAGE PLAN. THE INCREASE IN DISCHARGE RATES, VOLUM ES, ANO DURATIONS OF CONCENTRATED AND NON-CONCENTRATED STORMWAlER RUNOFF LEAVING THE PROPOSED DEVELOPMENT DUE TO THE DIVERTED FLOW WILL NOT HAVE AN ADVERSE IMPACT (E.G., SOIL EROSION; SEDIMENTATION; YARD, DWELLING, BUILDING, OR PRIVATE STRUCTURE FLOODING; DURATION OF PONDING WATER; INADEQUATE OVERLAND RELIEF) ON ADJACENT OR DOWNSTREAM PROPERTIES. 10. EACH LOT AREA MUST COMPLY WITH THE APPROPRIATE ZONING DESIGNATION. 11. WATER, WASTEWATER ANO PARK FEES SHALL BE PAID PRIOR TO RECORDATION OF THE FINAL PLAT. 12. THE TOTAL PLATTED AREA CONTAINS 446.408 ACRES OF LAND INC LUDING STREET DEDICATIONS. 13. EACH ZONING DISTRICT SHALL CONFORM TO MINIMUtJ LOT WIDTH (FT.) ANO LOT AREA (SF) STANDARDS. 14. THE YARD REQUIRElr.AENT, AS DEPICTED, IS A REQUIREMENT OF THE UNIFIED DEVELOPMENT CODE ANO IS SUBJECT TO CHANGE ~ THE ZONING MAY CHANGE. 15. STREET CENTER LINES SHALL 8E 25' -25' FOR 50' RIGHTS-OF-WAY, 30' -30' FOR 60' RIGHTS-OF-WAY AND 37.5' -37.5' FOR 75' RIGHTS-OF-WAY. 16. CONFORMANCE TO THE VISI BILITY TRIANGLE REQU IREM ENTS OF UDC SECTION 4.2.9. TO PREVENT VISION OBSTRUCTIONS AT STREET INTERSECTIONS SHALL BE REQUIRED. 17. ANY ACCESS ONTO FM 43 SHALL HAVE TXDOT APPROVAL 1 B. NO DRAINAGE FROM THIS DEVELOPMENT INTO ROW OF FM 43. 19. ALL INSIDE STREET CORNER INTERSECTIONS REQUIRE A RADIUS OF A MINIMUM OF 10' ON LOCAL RESIDENTIAL STREETS, 15' TO 20' ON GOU.ECTOR/COMMERCIAL/INDUSTRIAL STREETS AND 20' TO 50' ON ARTERIALS. THE RADIUS MAY VARY DEPENDING ON THE CIRCUMSTANCES. 20. RESIDENTIAL DRMOWAY ACCESS PROHIBITED ONTO IRON THORNE DRIVE, DROGON STREET, AND CASTLE BLACK ROAD. 21. ALL DRIVEWAYS TO PUBLIC STREETS WITHIN THE SUBOMSION SHALL CONFORM TO ACCESS MANAGEMENT STANDARDS OUTLINED IN ARTICLE 7 OF THE UDC. 22. DRIVEWAY ACCESS TO FM43 SHALL CONFORM TO ACCESS MANAGEMENT STANDARDS OF TEXAS DEPARTMENT OF TRANSPORTATION. 23. ALL LOTS AT SlREET INTERSECTIONS SHALL ADHERE TO VISIBILITY lRIANGLE REQUIREMENTS OF UOC SECTION 4.2.9. LEGAL DESCRIPTION• A 446. 408 ACRE TRACT OF LAND , MORE OR LESS , AND CONSISTING aF1 TRACT 1, A 293. 041 ACRE TRACT OF LAND DESCRIBED BY DEED, DOC . NO. 20 I 9035726, 0. R. TRACT 2, A 10. 09 AC. TRACT OF LAND DESCRIBED BY DEED, DOC . NO, 20L7010B62, 0. R., AND TRACT 3, A 144. 570 ACRE TRACT OF LAND, BEING CALLED 144. 30 ACRE FIRST TRACT, VUL. 10&6, P. 140, D.R., THE ABOVE THREE TRACTS BEING PORTIONS OF ONE OR MORE OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTifICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES ca., TX l~-~ )~ {JJ IP 00@ w; ~{ff) JD OCT 1 6 2019 M1 PLANNING COMMISSION ...... °"· 10/8/19 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INT ERIM REVIEW UND ER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDIN G PURPOSES. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENG INEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PRELIMINARY PLAT OF KINGS LANDING, CORPUS CHRISTI, NUECES COUNTY, TX """ """' ,. ~ 250' PREL SH2 SAME COM. NQ. SCM..E (H): """' Mo NONE JOB NO. 18068 H 'trf'!Sl-t 10/8/19 DATE Pt..OTTED SHEETi._OF _2_ APPUCATlON FOR WASTE WATER REIMBU RSEMENT We, MPM Development, L P, P.O . Box 331308, Corpus Christi, Texas 78463, owners and developers of proposed King's Landing Unit I subdivision, hereby request reimbursement or $75,706.88 for the installation of the offsite waste water trunk line in conjunction with said subd ivision, as provided for by City Ordinance No. 17092. $75,706.88 is the construction cost, including 7.5 % Engineering, Surveying and Testing as shown by the cos[ supporting d oc umen ts attached herewfU 1. THESTATEOFTEXAS § COUNTY OF NUECES § This instrumen t was acknowledged before me on V\~~ ~_._A· "-'1\,.___,l-.i.Ql'-01\_,___~,--------'' 2020, by Mossa Mostaghasi, President of MPM Development, LP, ~fOf the said corporation. k~~~v f.";;;·\ CY NTHIA BUENO ;~/.J.2.{-C-.\ ID # 1178588·3 '\• \ -~ ! "i Notary Public ~'· /~! ST1\TE OF TEXAS \,"f~'·-?c-'r'..I '• ....... ?,!,........... My Comm . Exp . 1 t -04-2023 .Lo-o..,...'O'-V-v-' CERTl.FJ CATION The information submitted with this application for reimbursement has been revi ewed a.nd determined to be correct. Reimbu rsement is subject to: (a) Sufficiency of fu nds in the Trunk Line Trust Fund, and (b) Appropriation and approval by the Ci ty Council. Development Services Engi neer (Date) Exhibit 2 PUBLIC IMPROVEMENTS TOKING'S LANDING UNIT 1,CORPUS CHRISTI, NUECES COUNTY, TEXASExhibit 3 8 9 10 @ y 7/ / 6 5 ll 12 13 14 DRDGDN ST 4 3 2 1 lA lB @ Ul " 75' " DRDGON ST ~ ~----------------------------.,60' -"' D z -< I "' D z '" " "' 75' 1 ® 60' " ;o ,. Q D z " -< D z "' " "' 60' z I 1 __ 1 ~f--1---j f--1-- ; f--~-I"' I -1-_J L __j r-------j_ --1 ~ f-!-1 ~ r ---1 f--1 ~ ---L-__, .. 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'" D 4 20 5 21 6 22 7 •• 23 8 24 < L--9-"' ~ ~---1 z 25 L---"' ;C ~----4 " 26 10 .__ __ __,, " ~----4 @11 __, 27 12 28 13 29 30 16 • ill 32 17 33 18 34 19 D Cl i 39 " '-------< I I I I I I I I I I I I I I I I I I I I I I 9 10 ~ 11 ® ,.,-- 12 -13 14 3 4 5 6 7 8 20 J~ ~ 70 CT' l-~ l 48 ~ 24 ) ~ ";,_· _48_£®"--2-4~·.-" '---4_0_'----L---" 14 6901J 16 15 11 12 13 9 10 ® 40 8 7 -a "' 3 2 1 6 5 4 l"----L-_L _ _L _ _t___c___---1 ~ ( lA lB (3) ' 8' PVC", __, ~-4 A ~ "" q -ii & : ' . -'" D z i " . ~-t D z" ri a ~ '" . . ' j B'PVC 1 ® B'PVC l j ' ,......-=C':=_ \JEBER RD. C FM 43) i " w ; < n ~ '" J> "' D z " __, D z rl ~ " ; ~ n l CD < n ... -- < n DRDGDN ST lb"l""VL. - ' w 8' PVC - THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. -16'PVC ' 0 100' 200' I•• I ' SCALE' I'= 200' 400' I OWN. CHK. N BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX N WEI SH WATER EASE MAP PLOT SCALE: SCALE (H)' SCALE (V)' DATE PLOTTED 1" = 200' SAME NONE 2/18/20 COM. NO. JOB NO. WTR-BASE.DWG 18068 SHEET__!_£_ OF 33 "' "' w " <: I "- w l'.l <: -D ::J co -> w l'.l R w "' w -"' ru ---5D'YR I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \\: I I I I I I I N _~YR _____ _ ------tis-----ot---- 15' LIE _ -+ ---&-EE- 1 "' 0 LDT IA LDT lB LDT lB -609, 851 SF = 14. 000 AC. TO CL IRON THRONE STREET AND INCLUDING 15' STREET DEDICATION ALONG FM 43, 559, 905 SF = 12. 854 AC. EXCLUD J NG PROPOSED STREET RJGHTS-DF-WAY PROP CONTINUED ON MATCH LINE HA" D SHEET 3 STA 12+50 CONTINUED ON MATCH LINE "B" SHEET 4 STA 12+50 Ln (") D (Y) Ln ru (") Ln ru D ru ,,, : ~~ eo~ "' i! ~ ..,. ,-----"Jo 1 ru l_jci LL CLJ 0 c\J~ D ru 8 g;j L!JI 00 ci Cn~ O r: M ~ 00~ + c----;,.>-~~-+Z-+1-L~=J-@J~-++--"--'@J"'--J!---"-"!l.-~~ + f--~~~-+-+1,.._+o"""""~+-1f--~'---J!--~-:-~"u~~ ru : W ~ I ~.+<=l::!:=:::<S""""*~c;"~ i~ ru I ...i!i o u... o::: .------t __....-.------t I >-C>J 1-cii--:r-1 _J @J ~ ...J ll;'.'.lf') I en lu I-l-ie' 8.,,,: 1 ru I>-~ e, ,r CONTINUED ON SHEET 4 ~:; : ~~ : r-~ ~ru MATCH LINE 'B' STA 12+50 _,_ I Li... I u CD t:;g] -~-LI ~ I '-......_;N w w a... , I 1-v 0 _J ~ ~ _ ;: f I ~ I ;--TC LT S. RT 32. 71 '~ l ---~ llihl 4l-1 i" 'i! ,_ I ii!;;; I r--"-I I 1 ' ' ; N ~ 111~-0 tl),_,_J I Q_ -0 Q_ b ' '· ~ I I FL 484 RCP 25. 24 CONTINUED ON SHEET 3 MATCH LINE HA# STA 12+50 ~ ...... d r._. ci ~ 27 6 HDPP STUBDUT .---1 I :::: ~ .---1 I )t:; ~ ~ '- GB AT MATCH LlNE I I ~ ;:; ~ ;:; i I' I FL 48'RCP 25. 25 0 ! ·'" ~gj D ! g -Kl I: II ';, 0 ' ;',I~ I: I TC LT g, RT 32. 47 ~ ~ O! lil ~ §,PROP. 15 LF + f-------+-+1-;;,"<1---++----+l---"-'"ll,,--~ + f-------+-+-1 -l--+-Jf----Ll[]_C---J+-4-----t 0 N 48" RCP @ 0. 05/. -i--1.-~ d!, 8 \ c!!, ' ~AND PLUG, FL 25. 53 .---1 I ci <t: , .------1 I ~ ~ ~ ;t \ f '\ I C>J "' t:;~ lYI: ~::j:~~~!:'i' 1 1 ! J I ii PROP. 48" RCP PROP. 15 LF 27.HDPP , Lil I ' I 1· ' @ 0 1% STUBDUT AND PLUG, FL 25. 5~ 1 I \ '---; DI \ : ~ ~ I ; ' " "11 j I 11 ' . [L 1 ' .. " '.',, FL 25. 43 _J ( I I ~ 11 I I STA 11+90. 00 CL B' INLETS (I'):~ u '·!NL I ~ o o I I .... (") [)! t-C!l G/Jr--I -~ LT&. RT, TC LT B. RT 32. 15 ~~:cir... ~: ~ STA 11+90 PROP. I _J 0.... ti~ I LDT 2 11 I ~ ~ ~ ~I 11 1 1 I i ...J : I\ ru ci , I I \ STD MH, TOP 32. 24, 1 1 ~ U D 'i! gj I @ ' ' \ "-I\ ' FL 25. 28 D ~ °' ~ I I • 1 1 1 % o I O 1-! ~ ~ 1 1111 !,, lo~ ~ 11 111 cir-------t-+1-1---+-t---ff~-,_-+!-------t sf-----<~39-c~--t-+;--+---++----1+----~ ~~~~DP~~·~LLF llDil ; ~ ~ ! 1 1 1 FL25.52 : c; --1 :-.---I I 0 _J I 25. 62 Sc PLUG~ l ~\ ;: l -"' I " I . I :; ~ ' I ~ ~ ic!_ : -"}.~..l!l'~ ..... 6"'\Y~'. h~I ~~~~ilP~ ~-~L LF 11 I ; ~ : II 111 : lL ,_ ,_ I ~ )--i'ljj 11 ~ '1 ! ~ I 25. 62 & PLUG 1 1 I ~ I ~,,,. :'.: I 1 I LDT 2 : "'"' : !:; "" I I "'~ " ~ I 11!----sl TA 10+70 STD MH, TOP I I ;:i •u , @ I I 0 ~ - 1 1 /!, "' 0wil • f 11 I 32. 25, FL 25. 42 ~ d I ~~ I ~ :WM P RD P. 4 8' RC P §1 0, 05/. ~ l I\ "' ' I 11 8 : ~ 1----+-t!---++-C>J-t+---I+------" : ~ I I ~ "0'j' "' ; 1 1 :J 1 1 1 I f ~ -~ t1 a ~ •. ! I "SI "' &. ----+--+:-+---++-----ll+-------" CT' : ~ ~; 11 I ~ s I ~11~ I ! ~ ; l ~11~ : : ~ ~ ~ I I ; 60' ROW ! 11 I \ ~I 11-11 1, I I ~I lru : i r-~: 11 I ' 40' BB 1 1: 11 ; ' Rnw · ,1, I I ;---: ~ '::; I I : ~ Ii I 11 I l x , BB ;:; ~ I I 8 ; ~ : 6 8 ! ~ 6 11 I ! ' 1 0 ~----1" .,i l 1: I \ 1 1 I , : I 'ii l II I ci; l-----f~~"':e--1-+1 +----H----1-l----j w ci; r-----+-t-,1 -+---tt--@J-1-1-------1 w I I l 'i' CJ ' :11 ~ P RD P. 4 8' RC P I I : I ~t t : ~ 2 : ~ : ~ ~ 11 I ' " ~ ' 11 11 @ 0 05/. 11 1 1 ~ I I ~,_ : ~ : 00 ~ I I ! Bi . ; *I\ I I ~ I ~ I tli ~ I ~ z ~ ~ : v 8 ~_J ~ 11 I ~ 8 ~ ~ ill I ~ STA 8+34. 67 GB LT & ~ ' I l 1 '. I I I Lf) D ,_ M I "-<[ ,, ' rl ' "i \)- RT, TC LT & RT 33. 21 ; b 0 CY ~: I ii! 6 ~:;; I I ~ ~ CJ ! ~J i\l I ,--"IL fll_I i,_11 I 8 ,, 0 ~ 8 l'.lO' ! []_ 8"' 11 ' Al pl ' I I ----+-!'I D='-1---+l----"'"'----l-l-----1 + 1-----i"ne"'' ~~t-+--t---+l------IH------1 I ,_ I ~ o " ' I ~ I PROP. 48' RCP §1 0. 05/. 1 + T 1 0 '1 ci...J • 'i' 11 i , t I' l@J o_ I' iii'::; W ".'u I I ' co o j 111 1 1 I !'-. ~ 1 I I : ~ ~ ~ ;tic! : ~ : ,_ I He ~ rl j I I 11 ~ ' I~ '" e---4 ~~ I ~~ r ~ ~ I I I ' ;:; I ;::; ! I I _J ~ Du_ ""' I ~ ---------I '['"_·_·I_ _~t ·. i I 1 111 .. ~ I 1 I : ~ ~ ! I 1 I : ~ §, ~ i i;i ~ "'I~! ~ ~ l ! I \I Ill 'II\ D : g' D IO ~rul~l j l I~ ~ ~ I I : ' I I I j I I c; l-----+-J1---11----+1---l-ji---____j c; 1----+-t!---t+-@J-#---t-+----I ' ~ I \ I r--°' I ' t I 'n o \() I 0.-111 II ,;; "~ ru,_ I I ; 8f ! I I ~ : I ~ [ -' 1\ !l'_J ' -I _J 11 ';/ ; I II ~~ I: 1 1 i I ! : : I i ~~ i ~ I: : ! ; "-; ; I :\ t I i 11 D i ;:~ 8 i ;~ 111 II ~-'.18+ I 1 I l:RgP05~8'RCP ! I I D I "'o ru + r----++--+----t1C-----lH-oW"''-------I 1 j : II 11 I \I ~·fl I I I ii Lfi f--~~---+-,f--+--+1----1-+_;"~"-~"----1 Ln : : : R 111 II ;_ . "' ~-~ ' I .. Ii! ,.n-;1-f-=:::::t'=~~/' I ,_ D 10 ' 1 I 11 \ II I r -i I 11 5'"'ru I I J>-ru I. I " a'::;"' : I 11 I ' ';/ ' I I \ I / lf ~ I "1~ I ~ 8 D~--~ I 1 \ \ I 1 I ; : I ~· / I 11 ~ g"' I : >° ~ : I I ~ ~ " ; I I I !l'C t, t, f I I 0 ~:~ i 8 ~~= :~ 11 I ! l 0 l ; I 11 ~ I I ; Ki iii "I 1 1 I c; f-------t-+-;+---+-----+------t ~ f----<'".'C'--~=<-~,--j-f--1 -+--+-----+------t \ 'll ~ <; ~ loi I \\ PROP. 15 LF 27" HTIPP '-IN ,_, ?o•CJ ~~! / / j "<I' I ",_ ,_ 1 11 • "' ' 1' 1 I \ STUBDUT AND PLUG, FL 25, 94 £Lt.. I -'"f:'. I 2:3 ~ ~ ~ I PROP. 12. 5 LF Dll ~ ~ ~ ; Dl \ ; 1,:, tnf;?I -1 1. I ' STA 4+79. 30 PC&. ENil I vi ...... 1-I 36'HDPP, FL I I ' ' lco I PROP . .1~2. 5 LF I I /r.1!lit'"lll1:--rJ-i!.... i//4/_rµF ~~ c~L~T~TL~2~l~T. : ~ [ ;:; 25. 93 ~PLUG ;~: 11 \ l ;,lY' ~~~~~pp'\P~~G :t {.J U K. If-I ---~~ ' I I J ,°' I '1~ PROP. 15 LF 30" HDPP I °' I ,_; ------I , ·.1 -'.'.~. '~ -~ " k ~ STUBDUT AND PLUG, FL 25 94 I oi5 I ' I ' - // / {~ (t; I [/ lsrA 4 +79. 30 PROP. o I :J O : ~ _Juro ~~ 11 I ~ 1 ~ I I STA 4+50 STD MH, TOP ~ :t I STD MH, TOP 32, 22j 0 I u 0 LL.-. ~ 32 31, FL 25. 73 I I ! /';" -~1 I FL 25. 64 + 1------+-lh~--+----+---~ + f-----+-+14'o15"'---+----t---____j LDT 2 0 ' ~ + ! I \ \/ :t ;; ? ;:; ; ! (") (") : ':J ® 0 ~~ I I l . I ' I /l ';i :z~_,{ 10 ~ [{ .!1111! ~ ~6; 11 1 l I I ' I 11 : -" I ~~le! I I . I " ~ I I I ;-. VJ II ~ I I ! 7 s· R w -!~I /1 I : I 11 I ~ : ; 1 1 11 ,_ f~;/1 "0;00 -z ff;I o ,_ : o : 11 1 "'1 'II ,, ,. ,. T D Z...J I D I I ; I 1 I ~: ~: ~I-/ : ,, f i I J I~ 1~ Lo®~ 2 ct --+~+l."·:~r--1~/+.'----+-----+------1 ct c---~-u-/---1-/1-----+-----1-----~ ~ u I : : "'~He; t_,6~"'~'-1, -,.,Ro.,,w4! --~~ I I \ G ~ ~ = rul I ~ J :: a : I 'Is D [)!CD : :~ / : w ' •. ~~ ~~ f /ff ~ J; ff / / ~:~ I ~:~ ~~-~ 11 ~ ~ ~4o;BB ~ ] I D ~ "'~ I I 3 ' ; ~ ~ I ;C '::;"' I ; : ~ 1"51 l : ~ ! I I \ :l<ic' ~ic' / ! I ; / I/ "'u"' I "'"'~ I "' i;; \><I l;nl i "' -, I I + I ~ I-Giii-I :=.~: -0 ..... ~ x ~ I ~ -"' I ' ! I I I "LJ_J I -' LDT I CD PROP. 48" RCP §1 0. 05/. HDPP (HJGH DENSJTY PDLYETHELENE PJPD CONTRACTOR SHALL USE HDPP WHERE SHOWN JN THE PLANS FDR STORM SEWER. HDPP SHALL BE DUAL WALL, CORRUGATED EXTERlDR WALL WITH SMOOTH INTERIOR WALL WITH MANNING' S HYDRAULIC COEFFICIENT OF 0, 12 DR LESS AND SHALL MEET THE REQUIREMENTS OF ASTM F2306, D2321, F477, D3212 AND AASHTD M252 AND M294 TYPE • s•, CONTRACTOR SHALL SUBMIT MANUFACTURER'S CATALOG DATA FDR HOPP TD ENGINEER FDR APPROVAL AND SHALL DD ND HDPP CONSTRUCTJON UNTJL HE HAS RECEJVED ENGJNEER' S WRJTTEN APPROVAL PAY FDR HOPP AS LF OF SAME SlZE RCP \ \ \ \ \ \ \ \ \ \ \ \ \ PAVING GRADING ANO DRAINAGE NOTES CONTINUED \ \ \ \ 16. ND SEPARATE PAY FDR CLEARING AND GRUBBING CDMMERCI AL LOTS C LDT 1, BLOCK 1, LDT 1, BLOCK LOTS lA ~ lB, BLOCK 3) AND 55' DE ADJACENT TD EAST OF BLOCK 40 OF THJS SJTE AS SHOWN SHEETS 13 JN PLANS HEREOF. \ \ \ \ \ \ JN 2 ANTI AND \ 11 AND \ 17. PAY FDR CLEARING AND GRUBBING FDR 1) TEMPORARY OFFSJTE DRAJNAGE CHANNEL RUNNJNG NORTH JN FUTURE JRDN THRONE DRIVE AND ASSDCJATED BOX CULVERT NEAR DSO CREEK AND 2) ALONG THE TEMPORARY DRAINAGE CHANNEL IN THE FUTURE RJGHTS-DF-WAY OF MEEREEN AND QARTH STREETS AS SHOWN SHEETS 12 AND 13 JN PLANS HEREOF ACCDRDJNG TD A 60' WJDE STRJP OF LAND AS MEASURED ALONG THE CENTETLl NE OF SAME. 18. PAYMENT FDR 'BRJDGE" SHALL JNCLUDE DOUBLE 4' X 8' R/C BOX CULVERT AND ASSOCIATED WJNGWALLS, HEADWALLS, CONTINUOUS FOOTINGS, GALVANIZED HANDRAILS AND CONTJNUOUS FDDTJNGS ASSOCJATED THEREWJTH, ANY SPECJAL UNDERLAYMENT BENEATH DOUBLE BOX CULVERT, ALL CLEARJNG AND GRUBBJNG AND EARTHWORK ASSOCJATED WJTH BOX CULVERT AND ALL DEWATERJNG/WATER DJVERSJDN ASSDCJATE WlTH THE ABOVE. 'BRJDGE" SHALL NOT JNCLUDE CURB AND GUTTER, SIDEWALK, 8'LJME STABLJZED SUBGRADE, 11' CRUSHED LIMESTONE BASE, 4'HMAC, ALL OF WHICH SHALL BE PAJD FDR SEPARATELY. 19. PAY FDR HDPP SAME AS RCP OF SAME SlZE. 20. ND SEPARATE PAY FDR EARTHWORK, BEDDJNG, MATERJAL ENCASEMENT NOR DEWATERJNG FDR STORM SEWER PJPES, INLETS ANTI BOX CULVERTS. \ S89° 05' 03" W 159. 34' \ I I I I I ~ I \ \ \ \ I I I I I \ I I I I I I I I I I I I ai d "' ITT -r-- "' 0 '" 0 0 nJ d z u 0 R ,_ u " "' ,_ ,,; ,_ D _J ai VJ~~ ,_ ~a) "' r--,_ 10 a a: D ~r..: ""' Ei > " z D _J THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. al ()j - al Ln lf) w 0 D D (/] z ! 0 I• 30' 60' •I I SCALE: 1'= u (/] J> --t < Al~ l'l z l'l Q --t ' J>Q z Al t:J J> t:J (/] ~ --t z DQ Al :;;: J> 60' '-o J>c z tI1 t:J' ~~ Zn Q 120' I ~Ii!~., t:;~' o f 11/ ~ ~ ~ / ;"~,_'"I I ; \8ru+tl \'I I J r l 'i' 0 I ! l I ~ S! ~ ~ ~ o ~ ~ ~ ~ Kl ~ "~ ; '. ! \ I L Jj -~ ru II 2D'YR ~--__ '' ___ '_' __ ,_u __ ru __ -------------=----==~~=--~~----~----------------------=----==--~==~~=-:::!_] 1/:/ I "-L_L_~~=2_o'_YR __ =----==---l-5'=U=E ~~=--~~---- ~--= ~ =-----= ~--=-/'. 1 ~ \:: ---= l5'UE-=------_-_-_-_-_ --------------------------------------------------------------------rn------- ------------: ~::;:::_::=.-==-~~=~O'-t':"' ~E~=-==-=:....::=-==-==-:=:....::=-==-==-=:....::=-==-==-=:....::=-==-==-=:....::=-==-==-=1=5:_' =S=T::.R_:E=E=T-D~E~D~I~C=A~T~lD~N-==-==-=:....::=-==-==-=:....::=---==--------------~F==-P 36. 2 z (/] t:J l'l :;:::: t:J l'l Al Al J> 15' STREET DEDJCATlDN u... _.....-30' R <BOTH SIDES) I V 1 o -_ ------~/::_-=-1--\--\-+'-.::~--------- EP I \35.P7R2DP EP \_1 75 LF FULL SECTlDN 24.RCP CENTERED ON STREET EP VERIFY LOCATION OF EXISTING 16" WTR PRIOR TD ANY TAPS CWDRK) ON IT ------------ 30'R (BOTH SIDES) / I '--L.,,~___,,___,,,___::,,. __ -----EP___ EP / 35'.170 a EP PROP. 64 LF FULL SECTION LJ ;C 24MRCP WITH TXDDT SETS EA / ___ EN~ FL 33. OO_FULL LENG~ _ ~--_ ---- "' 0 --~- l5' STREET DEDJCATJDN L 0 0 0 aJ " z 0 z 0 uZ Al J> DQ 'l l'l i--o l'l' (/] J> -~---_ __!._ - z "----CL FM 43 C \JEBER RD. ) ---- __ JC CL Fi:t_ 43 C WE~R RD. l _ ___ _ ~ _ WITH TX~DT SETS E~H END, FL_24 1 33. 40 i_ULL LENGT'=!._ BENCHMARK --------------------------------------- -------- ~1 CM IN CONC HEADWALL, CL CR 49 I EL 35. 60 0 "' '" :;: "J> ci-n z . "' '" z" p Cl "',, 0 --"' w 00' ,. -w "' -w 0 J> n P_, ""' J> n -< "' -< '" ;<"' '" "'" """ '" "< . - z 0 ...... Q --- ----7. 5'WE - I >-D 26 0.....,. 23 24 27 00 ~ I 25 '<t"~ fri'.=i r-~ :~STA 24+84. 48 END 4' X 6' BOX CULVERT, I ---------..... i ~ ~ Kl / BEGIN TEMPORARY DITCH, FL 24. 64 ~ ~ ) ~END OF ROAD BARRICADE (DEJECT MARKERS) I ,........-:: -r--:--...... 1--1-~ v/_ ~_.....,...--STA 24+59, 48 END CS.G LT 22 f9-~v/"" "N-'_,, '~ -C/J~ a--0 ~0'"1+1>-",..,. o/_ & RT, TC LT &. RT 32. 42 I 1 .. ~ -.......: ·· .... ., "· -._ -~ ---FL 28 DD~ ~ ' ( I,,, ~.,~~:~~~~~~~~;~~";"~"~"~"~"'~'~";"~"·=·~":"~~,,,;,;-~·~-~·-~-~-~~ ... ··~--~-,,,,~~A/ii.~· Ril'C~F: I i i 1 -------:z :::::::--.;;. >'n.-: " ""'" 0 '""'" >'F//.>'-'"''""' " V//. '' ; I STA 24+19, 48 IRON THRONE R = 1- -1'-------,(-mJ.it'I. t;~ --_ 2+00 --3+00 $ 0. 3% ~ iq-4+00 ----=--'l~o:-;;)f--~:rrii:s~T~A~4+i:io~o~. ~D~2:rH~A~EGGiA~L~C!T~P~R~P~M~H ~ .---------------~ 7lJ--15wRcP-mm~ ~ \I RISER, TOP 3;;, 16, 2FL BOX C 4. 67 I TC 3\0 I ~ .. :.. ....:: ~~%~ ..... ~...:..+• .. :-~; .... ;.;;;;,,~ ... ; .. ~,,,~:~.~;,~;.;;:;.E;~;L ~ .. ~c~~;.~-~-~~~=~;·~-~~%~,,;"'~,,~:;.~ .. ; _ .. ;.~~·;,~,.~--~~---; .. ;·~·-~ .. ~~~11~:/.,~· ~~~~"-~ ~.Jl-~l\Y, f'~-&:f. P11L14 JT ~T ~3;~5L i~ ~~D Lr & [~~Eii ~~ 3 I ..,../ I I 1 ~ 5s;lNL4 E+5T50LOT,2 PTCC LL. ~ ~~ 3~~~0 ~\):I t ~1~ 1 21 "· ~/ --+ • ~tc -x : %~ ~ I ,,.,,, ,.,, .,,,. ;-;~ -I I 2 , YR FL 27 . 00 : (ry :o ~ I c sTA 23+26. 2 PT RT, Tc .....___ --.....--o1:1 f3'\ ci ' -~ ['T') LT & RT 31. 7 .... \::.; I II I'--% ---~ I ......____ ~ I 1~~ PROP. 4',6' R/C ;,...L.----1 ·~i ''1 /S-TA-1+-45-,0h_P_T&-END5'1NLETS "-i)i BOX CULVI RT @ 0. 05/.~~ ~ . ,"o ~ L,/_ LT & RT, T~ LT & RT 3L_ 6 _ I 19 I 1~~ 18 17 16 15 I ~ ?i ~~ '',,.,Z>'//~ ,,,,,.,.,.,.,,,,, ,,,,-.-,.-,r. >'/. 0 ~CONTINUED SHEET 21 MATCH LI NE STA 24+59. 48 - 4 PORTION OF A 130. 570 ACRE TRACT, DOC. ND. 2D19051482, 0. R., A PORTJDN OF SURVEY 135 ABSTRACT 581, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTJFJCATE 31 ANO SURVEY 139, ABSTRACT 577, CERTJFJCATE 33, SAJD SURVEYS NAMED CUADRJLLA [RRJGAT[DN COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP -f--1-7. 5' UE -- 5 6 7 -- 8 r"' -<"' '° r -< " -< ... WA> ~ _--l _ -1--25' YR _ -~ __ -~ __ -g:::;- --~EE _________ -----f-\: 4+00 5+00 s 0. 3% ::;::: J>n -lo nz :r: -I ,~ ~z zC fTl fTl t:J 20 I I~~ ST~ 23+00 FL BOX I ~ (/) ~ -15 ,,...,p ~1~· RCP 2+00 s o. 3 7. §5 \ ~= cuLVERT 24. 73 ~ f ~ l'-l+oo--·so. 3 %----- ~ --_J ~ -----J j h --, "' 3+00 ---+-~ -------+-- BLACKWATER ST s 0, 3% ------' _ __, nO ,Z ~~~=~~~~~~~~~~~~~=~l=~~=~~=~~~~~~~-~~-~~-~~-~--~7i.~~~.5~~t~~E-~~-r~~~=~-±-~=~=~~~~f t ,~---··~· ---= --· ·- §I ;. 7 " ' 1 ow ~ 11' STA 22+58. ~ PC RT, TC 1-..J I 13 --... 50 B ~ ...... LT 8. RT 32. 1 7 ~ ~ 11 12 14 ~I ~ : ~ ~: % 4) I~ l~~I , . ;: :ci a a : rih,,.., , , , 11 0 11 ~ '- PROP, 4' X( ' RIC 1,,,,_.-"'-~ r ~. "'' ''"le I I BOX CULVEf T @ 0. 05/.-!--; <C ! I ,'"STA 21+60. 17 PT RT, TC 3 10 9 2 -- 4 5 5'EE 25' YR 6 7 ::;::: 8 ,...---: -1--:---..,.., I l 25'YR ~ GBt : .fLT B.~32.47_ -----~~.(~--=----_--_-_-_-...... _-_-_-~ ,,,.-.,W Vt'.;r,,,.r.z.,.,. "1 ~~~ 1 1 STA 21+49, 17 PT LT TC ~ tGB --\~4'(/l'' ~i:~ii1i~~,;;~-~~,,iij~,,,;~,;;z, -;,;,,b:-~;i .. ii; .. ,;;.,;;_i ... ii;,,,~ .. ~ .. ;;_i.~,~-~.,,;,~~.~ •• d.,,;;i,!/.i,;;,,,~,,~",i'~=·~"~"="="="="=-=·= .. ,=,,="~"~==·":-:·:,,:·::·:·~" r-1--1 ~ ·~ ~ 5 EE ~T 3~ so_, FL 27. 70"" _J j ,J.'I/ I ,-~ ....... ,,,.,."";1.,· ,-,. .,.,,,,, nu/."EI. "EJJ/. I ( (~//,·~ -...: ~~~~~~~"~"·~-~'.~ .. =L_~ .. :-~-::~·~·=·~·:-~·-.; .. ;-~·~=·: .. ~·~-;~~,,~,,-~,~,,= .. =-~~~~-~··:-~-=:;;:~~·~;;:·~~~r.rc~.~:~~:.,~15~r~"!1:P'uP~.J~por.15~'~R~CP~,,;~,,,~~;L:2:5:,:5~::~~=~;o.:3;%~.~~~=::;::==7=+=o=o~~~g=jF~~~---~·-~-~·~s=+o~o~~~~=s's~o1.33~%~9=+~Doo='~:~~::~~~~~~ ~ ~ J> -in no :r: z -I I t+oo -2+00 ~ io so. 3% 3+00 ----4:oo =::-::-!--------+--------ti;;I ;;u --DR_O_G_O_N_ ST ' 1-...L------_,l!J,,it' f--------O! --= --15 1R~ -0 VFL BOX tt:1 o t:j 0 ,....y ' 1 l:l ci DROGON ST -s=o. 3% o , CULVERT 24 83 " s·o 3 , - I Tc 3~ro 1;;,. __ ,1 ~./£·~"'"'· ~,.,,,.,..,.,.,.,.,.,.,,,,,,,, .... __ .... .,.., z.,.,,., ..... ,. "'"""' ,,,,, .. ., ,.,,, ~, .. .,,,.,. .. ~-"';,,,,,.,,., ~ ~+:L"~·~·~·~-.... ~;-~~,~~~~s;!D;.3;%;·;;:;:~;;;~~~;;;;;;;;;;;·;·;;;;~~~~~~~~-•z I u~\ \\, 2--,::• " S-FE --Ln., ~ Yi1'\~,1 ll /l~,~l :t}..,.,~~-"-25;,,~9,,, l ;:•UE ,,.,., ,,.,_,,,,,.,.,._,.,~_;'(~_"'_""_' __ ._ .. _.,,_,,,,,_.,_,,,,,,_,._,,.,,,.,._,.,.,,.;~·":TL":; 3 ;~0:;-.--~~ I 1 ""·:.:._·:_:·e-:/ ;'" 25'YR ~~ ;; ~II ~;~ 1 I~~ I r~~~~2 ~~~R-;--2o'YR -------------;::;~ I ~ (J'o f3\ ~ 'I ~ VJ ~ z ~I STA20+70.17PCRT, +-J:::>. ---------~ ~ 10 2 ~: 1 ~ ~ ~ 1 I ~ ~ ~ I I TC LT s. RT 32. 03 LOT 1 8 : ~ 4 3 ~ ~ D ~ f--I ~ 8 I --.,, ;: I I 6 5 !~ ~:'.'.~ ~':J I i ct l ~PROP, 4' X6' RIC BOX 0 [ ~~ ~~; _JI ; "' ~ ~ 11 1 CULVERT@ O, 05% 7. 5 UE I I ---------1 1 I ~ I :r:~ '·', I I ---S89"04' 28'W 513. 61' ,....-;· N ' 7, 5' UE 11 I ' I ~ I : I 1 I 8~------ LDT lA, 334, 530 SF = 7, 680 AC PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2D19035726, D.R., A PDRTJDN OF SURVEY 135 ABSTRACT 5Bl, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTJFJCATE 31 AND SURVEY 139, ABSTRACT 577, CERTJFJCATE 33, SAJO SURVEYS NAMED CUADRJLLA lRRlGATlDN COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP 1+00 35 NG ----- 30 PROP. 4' X 6' R/C BOX CULVERT -........ 25 !5'RCP 2+00 -----1------ \...STA 1+4 '00 PT &D LT & RT. TC LT & R .,...-FL [NLE LT 25. 2D l'\__FL 25 ' 10 20 N 3+00 4+00 ------1------------1------ PRO TC LT 8. RT @ 0 3% 0 5' lNLEn 31. 97 PROFILE -BLACKWATER ST 5+00 ------1------ GB LT ~ LT & RT 6+00 35 ------ RT. Ts/ p3, 02 30 25 20 ::;::: J>n -lo nz :r: -I ~ 'z ~c z fTl fTl t:J ' no ,Z (/) (/) -I :r: J> fTl fTl O' -I + .,,,, D D 1+00 35 2+00 3+00 4+00 5+00 35 NG 1-------------1-------------1------------ \ PRl p TC LT 8. RT "' '3% L STA 1 +68. 42 PT LT ~ RT, STA 4+55. 0 => PC LT ~ R TC T ~ RT 32, '6 5' lNLET LT TC LT ~ R 30 FL 1 NLET L- 25 20 PROFILE -RHAEGAL CT 1------NG ------ I , END _j ~ 32. 10 28. 00 '~ F 26. 00 / STA 24+19. 48 IRON THRONE DR = STA 4+00. 02 RHAEGAL CT, PROP MH RISER, TOP 32 16, FL BOX 24. 67 30 ....----PROP. 4' X 6' R/C BOX CULVERT 25 20 ::;::: _:= ----t 111 ! l5~·;11I 111 1 'i!j ,, :111 0 1+00 35 NG 2+00 3+00 4+00 5+00 5+00 7+00 8+00 9+00 10+00 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~35 J> -in no :r: z '" J> ,. c; '" :;: " ·:i: "' ,, . "' '" -w -0 PROP R/C COLLAR, 7'-4" WIDE X FULL PERIMETER ND, 3 RECTANGULAR BARS FULL PERIMETER 5'-4" HIGH (OVERALL DIMENSIONS, FULL PERIMETER OF JOINT)~ ND. 3 CIRCULAR BAR --......o'-73'y~ 6" -' Q TOP OF 48" RCP_/ \_TOP OF BOX CULVERT PLAN 48'"RCP SECTION A -A A L NTS 3" 6" / A J 4'X6' R/C SOX CULVERT 3' '--...s· PROP R/C COLLAR, 7'-4" WIDE X 5' -4" HIGH (OVERALL DIMENSIONS, FULL PERIMETER OF JOINT) -R/C COLLAR AT JUNCTION OF 48" RCP WITH 4'X6' BOX CULVERT NT5 11 I ~ I !1 ! ~STA 18+10 PROP MH RJSER, TOP 11 I ' !u-1: 31. 93, FL BOX 24. 97 15 LF 3 D. HDPP, FL 11 I ~ V ~ w-;I STA 18+10 CENTER 5' / ~ INLETS LT S. RT, TC LT 8. 25. 20 ANO PLUG I ! I ' ~: I RT 31. 85 Jt11-+-L ~'.:IJ+ll~'j''.'!<tlf--.!\l\l:~f,li. r-15 LF 30'HDPP, FL FL 25, 10tll I ' ~I ' ' 25. 20 ANO PLUG 11 I ; I 11 FL 25. 10 I --.·' l,111 11 1 ~.'~o· "', : ~ l-1 25 ~I ILJ21 ~ ~ I-~ ~ 1~1 1 ~ "'I I iii 11. I 8 I PROP, 4' X6' R/C BOX j ~ I ~ I I CUL VERT @ 0. 05% 11 I ' 7" OW ~ I 1 I 13+00 LDT 1 14+00 ----------1-----------1-------------------- PR[ P. TC LT 8. RT @' 11. 3::-:%:--. ---+---....,!.., PROP. TC LT RT I" 0. 3% GB AT TC LT MATC LlNE./ & RT 33, 30 30f-~~-+~-+-~-+-~~~f--~~-+-~~~+-~~-+~~~-fff-+~~~f--~~++-'<-~~-+-~~--j~~~-+-~~~-+-~~--+~~~-+-~~~+-~~-+~~~~30 S A 4+55. 02 "C & ENIJ 5' STA 5+ 5. 02 PT LT &. '-STA RT, +68, 42 PT l T & C LT &. RT ' 2, 96 [NLETS LT & IT, TC LT & RT 32, 10 RT, TC LT L RT 31. 93 FL INLET L 27. 70 15' RCP FL 25, 34 PROP. 4' X D' RIC B X CULVERT 20~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~20 PROFILE -DRDGDN ST 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 STA 23+85, 48 ENIJ 5' INLETS LT S. RT, PC LT, TC LT & RT 31. 79 23+00 -I 1~ ~z zc fTl fTl t:J t:J 0 •z (/) (/) -I :r: J> fTl fTl ...... -I D + .,,,, 0 0 STA 24+53. 48 PT LT, TC LT 32 40 24+00 ....... O' C\J Ul + 1- '1' w C\J w <I :r: I-(/) (/) p WW z~ ~~ 111 : 5 B !~111 11 ~ 1 ~ I 40 ...J 1- :r: z UO STA 20+8, 17 PC 40 I-U STA 23+2 , 27 PT RT, ...-r ' I ' l I 11 I i ~ , I I lll :[;i: [;i !11 1 11l l TI1~l 11I 11 I '; t I : I 1 I LT, TC L 32. 66 TC LT & T 31. 97 ~ ~+ C\J PR P. TC LT @ 0. 3% 1---CL ROGON ST CL BLACK~A ER ST -I 3 -~ STA 1 +10, DO CEN ER 5' INLE S STA 20+70. 7 PC RT, ~ ------STA 14+06, 66 GB LT&. LT g, T, TC LT g, RT 3 1. 85 STA 21+ O. 17 PT RT, ~ tJ 35t-----+---RT~,_T_C_l+T_•_R_T_3_3_,c+o_,,+.----+-----+-----t-----+-----l-----+-----t-----\l-----+-----+----+-T-C_LT_•_RT+-3-2_._63 _ _..,c+--\--~l-t-~l ___ t-rT~C~L~T_&c.+R~T_3~2~,~4~7_+----'-+---+-+---+--t-ot----\f-j35 <I~ --PRDP:---::-c-LT_i:_T_@_o.3% -\-----------------------------·----------------------------------~---- 1-(/) tr-_.T._c_.L_.T-t~~..ll.~t:~w.r..4Jl...il3Z.%..!..~-:k~ .... ~:£.,.~TW@~O.J8i,;5~'l.i'i-TC LT & V1 '-...GB AT M>TCH LlNE, PROP. Tl LT 8. RT @' 0. 3/. PROP. TC LT RT @ 0. 3% STA 21+49 TC T & RT RT 32· 42 2: TC LT &. RT 32. 47 STA 18+1 PROP MH STA 22+58. 67 PC RT, , 0 3 0t-----+----+-----+----+-----t-----+-----tt-----+-----t-~R~l~SE~R~,_,_T~P~3~1~.9~3'--++-1---+-----+----+...----l-----+--L-T_,_T_c_L_Te-----ll--~T~c~L~T-"•~R.:.+~3~2.~1~1--+-----+----@~o_._3_% __ -J-+-l--.+-.j 30 <IO' PR TC LT@ 0. 3% ' LL. 11 I I I I I 1 I STA 15+00 END 48 1 RCP s. BEGIN 11 I D ~, I 1 I 4'X 6' R/C BOX CULVERT, FL o BOTH 25. 12. PROV JOE R/C _..!J-C-llll--il-~ COLLAR PER DETAILS THIS SHEET 11 I ~. i I WP zw p <DP. 48' CP @ 0. C 5/. PR P. 4' X6' R/C BOX CULVERT I<' 0, 05% PR 4' X6' R/C BOX CULVERT @ 0, 05/. ~~25i"""""""""""'*"'""""""""""*'""""""""""""r----~,_+-,_,_~,_,__,,_,_,_+-,_,_-l-,_,_--+~ ..... """'t""""""""""""t""l::-""""-t-""""""""-t""""""""""""l-""""""""+-""""""""...,.,_~....,r-~~,...~~-t-~~....,---------*""------"'*'------;;;;;;;;j;;;;;;;;;;~---~..:;::.;;1.-............... .J....._ .. j I I :r: 1-u z 1-0 FL 48' RC::. 25. 25 STA 15+bO END 48•R P S. BEGJN 4 X 6' R/C B X CULVERT FL BOTH 2 . 12. PRDVJDE R/C COLLAR FL BO CULVE T 24. 97 STA 2 +19. 48 IRO THRONE DR = STA 4 DO, 02 RHAE AL CT PROP MH RISER TOP 32, 16, FL BOX 24. 67 11 I ~ ' I 1 I ~S~TA'-c1~42:¥+2~6.-:f6"c6 *GB~LTni&':---4-Lll I : t t ; I 1 I ~u20~--~---~---~---~---~---~--~---~---~~--~--~~--~---~---~---~---~---~--~---~---~---~---~---~--~~20 RT, TC LT~ RT 33. OD I 11 ~11 LLI-:--j ! I I 11 I l ~ : I 1 I 11 I ' i I 1 I 11 I ~ I -"' -:++PROP. 48" RCP I . ~ "'a , I ., o. o5% 11 : 11 I I i "' ~ l I L-----------------------!'L~OT!:-:!l~A~,~B~L~DC~K'-;f3-------------~\i\-+j1~~ 8+ I ~I I LOT 1B, BLOCK 3 % ~ "'~ ;, I " I ;~11 GB AT MATCH LlNE, 11 I ~ ~ ~ I TC LT &. RT 32. 4 7 ~_l.1-1.Jll;l....Jl...'G~B""-'G~B--"""~~....LL~ FL 48*RCP 25. 25~ MATCH LINE CONTINUED "A' STA 12+50 FROM SHEET 2 PROFILE - LDT 1 IRON THRONE DR THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE1 I"= 60' 120' I OWN. CHK. STA 24+84. 48 END 4' X 6' BOX CULVERT, BEGIN TEMPORARY DJTCH,FL 24. 64 BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD, , TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEWER PROFILES PLOT SCALE: SCALE (H): N WEI SH SCALE (V): DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD2 AS PGD 08068 SHEET 2-_ OF 33 1+00 40 2+00 40 1+00 40 2+00 40 CONTINUED ON SHEET 6 MATCH LINE 'F' STA 4+75 CONTINUED ON SHEET 7 MATCH LINE HG' STA 4+75 BARS •A• IN TOP 8. BOTTOM SLABS, #4 X 24' LONG ~ t2• DC MAX rrA 2+ C&G LT LT & R 2. 50 END & RT, TC 3 l. 26 Ln (Y) 0 (Y) Ln ru 0 ru Ln (Y) 0 (Y) Ln ()J 0 ()J SINGLE 4' X 8' BOX CULVERT DOUBLE 4'X 8' BOX CULVERT 35 STA 1+44 & RT, TC 30 25 , 98 PT LT RT 31, 0~1 NG r-----I -- 35 C LT&. R @ o. 3/. 30 25 20 20 PROFILE -RIVERRUN ST, PORTION OF A 293, 041 ACRE TRACT, DOC, ND, 2019035726, 0, R. , A PDRTJDN OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD., TX, MPM DEVELOPMENT, LP 1+00 40 STA 1+44. 96 PT LT RT, TC LT & R 30. 87 3 5 r---+---+-----i 3 5 NG ----'<;F-~-~----~ 1 3 0 r-----+--,__+-< 3 0 TC L RT @ 36 37 35 STA 1+44 & RT, TC 30 25 98 PT LT RT 30. 431- NG ---------, l '-"' l..-1 ~ I.., @ 0. 31. STA 1+92. LT & RT, 30. 57 35 50 END C&G TC LT & RT 30 25 0 0 + -q-u >-- f-0 _J "' u f- 1- (/) 0 0 lf1 "' ru + f--~~-+---IJ--'~"-""-+-~~~--1 -q-u I-ci >--_J @J u h- - I- (/) (/) BARS • B' 15' X 15' L -BARS IN WALLS OF 4'X 8'BDX / AND IN WALL OF DOUBLE ~ 4'X 8 1 EDX ~ 12' DC MAX BARS 'A' IN TOP & BOTTOM SLABS, #4 X 24' LONG @ 12' DC MAX ~ - ~ .-----:RDVIDE 36' DIAMETER OPENING IN WALL CENTERED ON 4' X 8' BOX CULVERT TD WEST. PROVIDE 8 ND. 4 BARS 36'LDNG IN SQUARE FASHION AROUND DPENJNG 20 20 0 0 + (Y) ~ z <'.[ _J (/) c-< "' ru >--d -"" '" >--0 CH>' 1--z <'.[ _J D > DETAIL JUNCTION OF SINGLE 4' X 8' BOX 0 0"' + f--~lfl"-i--+-f--~~~~+-~~~--1 CULVERT WITH DOJBLE 4' X 8' BOX CULVERT PROFILE -NAATH ST, DC <'.[ w (Y) ~ _J +u ru >-- !NOT TD SCALD 15 rY1 I I <: ' >-->--~(>' : ~~ : ~ ~~ ~ ~ ~= I ~ "'~ I ""~ ~ CONT I NUED ON SHEET 7 w _J CONTINUED ON SHEET 6 o ~:: o o >::;'" 1 f-o o__ MATCH LINE 'G' STA 4+75 MAT c H L I NE , F, s TA 4 + 7 5 c; f-<»_-.. -1-1-,-+-----+-------< gc c; 1-----i>--,,..:::c_+-11 -lf--=~----+-----1 I I 1 8 I I ~ I t '~ 34 \~I I ! I I ;~TcLT•3~T3161 I I ru !~] ru !~: ~ I! I 1j ;1 TCLT&RT29551 I I ~, ' I I I I "' , I " -I I I ' • 'i' 'i' 1~,f -,--I -"-1r,2""'0• o .~"1,---;l'io-'no. ""'77i:J,rl __, ,_ , ~ I-I-I \:--J I ~ : 0 I 0 : I~ ~ I I I \ I ; 'i' 'i' : I I I I i:j : -'( 0: ,1 -I~ I 19 I I . ~ i ~ ·. '-I I 35 I I I \ " 0 I 0 ' 0 ' @ I ' I ,, l~-1-~.lr,,.,=. <,"'.,,.----03Q-=,1.0s"17\-ll-i-\11H Ill J .... ~/-1~ ~-11 II 36 --!I II UlUl• : : I 1-k::='o;:------;~r'Hl.li ~ •. ! \(Jl 12l I I ~ II= 16 VY : t~ :. , -8 ~! 0 ~: ------31 -t -~ 20 ~1 I ~ , .. I~ l 1f-l,-i'".;-'-1"'"'~c---------ll-Ui-j_ I 11 I 0 I f'l ) I I~ ~ I I W + Ln O , I I --------, I I ~ ~ l 1 I 36 I Pii I I ~ . 't i; : ~ I '21" ·~ ~ .,---1 ~ o m o ~ ~ o m o ----, . . v i ., I 37 ~ NI , , M C\J ru , . , M ru ru t-.--~----'--"<,--,--r-i1ia 'Ii' VJ ' I I ' 55' Al D "' 55' (Jl (Jl Al D "' I I I I I I "' a_ I --~~ STA 1+ 2. 50 END C&G LT & RT, TC LT & R 31. Ol 25 25~--~--~ I I I I ! z;; ; I~ <Jll l'l I I '-{' I j 0 (/) ~If+-'"=.!'in ,c::--,:,---= r-;, n~7\ll I ~I 11 11 "'I 1 l r;:. 1 1 I Ir ~I~ I 21 2l_1 '1 \ ft1 _,t 1 I I~ ~. @ ' ~ ,/ ~I I ~ I~' l I '1 I I ~ I I ' !--' 37 I ---+1.,f--icl ;==o:;:-----:-1 ---;c=-;:;;,">t-1 --t:1~ g;:;l".'l '. I I 38 I I~ PORTION DF A 293. 041 ACRE TRACT, 1 1 I~ ~II ~~: ~I !"wi,kl~!-+-1:-@-0------.-1 ---1 I I I I I I I I I I~ I ~ -,J " I~ I~-<-I I :::: DOC. ND. 2019035726, D. R, ' A PORTION OF SURVEY ,) ,;' • x !' '' I 18 I I I < I , _ 135 ABSTRACT 581, CERT!FlCATE 29, SURVEY 137, 1 <Jlc·.I 22 I "'I '.,· O' RD · ' I I'-I I I -~ ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, " ' '-38 PROFILE -BRAAVOS ST. 38 ~ 0' RD ~ I~ I" I I ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS : 28 BB : I. ....... I \ I ~1 HliHl2~8+B~BH-f,I' NAMED CUADRJLLA IRRJGATION COMPANY, NUECES I "'1 I I ' 1 I 1(3U56) ',, ~I ---+--1 I \ I ~I ! ',, --' I 1~3134 32. 21 I I CD. -TX, MPM DEVELOPMENT, LP I I l l_l'"_·-t · ' I I ' I I h------1,.---+----H,1 ~ : ~ ~ ~ I 39 I I ~ '-' ~ ST 1A 2+32. 50 GB"'l T &. I \ I I ' • -w 1 -w I I I STA 2+02. so END C&G 23 ' t'!l 0 l \ ~ I RT1, TC LT • RT 30.,2,8~ 19 I 1 '-END OF ROAD BARRICADE I I I I -' I I >: . ~ ~-•. LT &. RT, TC LT S. RT END OF ROAD BARRICADE LT END OF ROAD BARRICADE STA 1+92. 50 END C&.G ~ 39 PROPDS D DI Tr~ PROPOSED PARALLEL I I ] ~ : . ] : ~ ] I I I <OBJECT MARKERS)'\ 31, 26 <OBJECT MARKERS)'-/~T~T~+i~· E~ ~N~Tc~g. 57 (OBJECT MARKERS)'\ LT&. RT, TC LT Br. RT a vi ~ I BY i HERS HEADWALLS/FOOTINGS rnl10+78 86 PT LT, I ·\~l \. ', I a o o o ,,-so'Row12s'BB ' ,,-so·Row12s'BB 5o·Row120'BB-...,. o o o a3t.01 I ili';:-31) (30:47) i l 1ct1 /!> ~I I~, /(I ~~~PCu~~E~~ ~~u~b~E~,~A~~ c L.:T &. RT 3U. 32 " ! ~ ru ~ I sTA 1+44. 99 PT LT B. .I 1(32. 49) 31. 62 II I ~ 1~1~1 _1,,~ II 31. 62 @ I I ~o a ~' ' n.ilMn_ RRl I 1(32. 19~ "'I I ~ 'to I :. ~l(3i, 32~ Q I I 24 : ~ (,I) ~ ~ OF HEAD\.JALL BOTH ENDS I ' ·~ ,. ~I ~,I ~ :t J> :1' ~ q·~ ~ '~ 24 'u ~ : Al '· ~~·~ 48 eJ I I I I ~ 011 '" (Jl ' J> ' ' ' _;_I 48 IS' I I ~I \'-' i • ~ ' -~ /; I STA 32. 99. 53 END C&G LT I lnD I I ' STA 19+46.84 PT LT I -<I m AJ a ~ l11J I f24' ~I J:~ _,Ii '·' ~ril :;i:is-~A 1+44.98 PT LT o I I '° 1:i j< ; A 1+44.96 PT LT Br. II II FL 25.72~\l II ~ j ~ I FL 25 00~ \ \ !/ /&.RT, TC LT Br. RT 30.57 'I BEGIN 5' INLETS LTll I "' I ' AJ ~ i 'l' SlfA 1+44.98 PT LT. I \!':Y ~ ., ,M ,, • _J I ' D '""RT, TC LT. RT 30.87 lO'YR/UE -~· .'~-~: .[!__5•rr,-ro'Y1<1UC--'--"' 39 40 N I I~ ri 1uk i i I RT, TC LT i RT 30 H L _J_ j ~ "' n.v y TC RT 31 09 ~-FL 26. 13 I ,___ 1".'l ·, ;,,; R1___TC LT ~R~O. 43 ,==, lD'-'1'.R.LOC ~ ' V?I , ~-L_ -E~ !==! 7; I \~--s~-~~-:=~===0~----1:;~~~~iMi~~~~6,,i~~~~Y~h1~~Yn;.;~ I l~z ~~~~R .~,., ~-~.,t"', II I ',,;!;-_j-s~ ----lO'-¥lUYt_lj-___::-___::-___::-___::-_ --ji:· ".'l , -~.,, ,,. ~==:-'-:::,;:,,,,:~~ ,,, ,,,, ,,;/'')V \~~-----~FL 2 5 '93""" ,,, ",,, ,,,,,,,,,,,,,,,, ,,,,,,,,,,,, ,,,, ~ __,,:1,".'l '.\__ '"" ,,,,,,,,,,,,,,,,,,, ,,,,,, ,,,, , ,,,,, , -~ J 0 ~ ,,,,_, ,, ,,,,,, _,,,,,,, ,,% '; 7-"· =·"' 'l~ ~~,;;.~ STA 32+44. 53 GB & CL DOUBLE 3 6' 4 ~ ---~~ 1 '· ,,,,. '""'"p /.1f \~ '"''"'"""" """"I..,,,,,,,,,,,.,,,,,,,,,,,,,,,, r.-;,, ,.,..,.,,,,.,,I..,,,,,,I. ··""""7.1....:"-,,-. /~ I ~'... 1~1 __ ._1 ~.. 0 _ ---" g ~ _ S-0,3 :% -15MRCP 'i' 15 ~<CP ----S 0.54.rL 22,70, · · 8' BOX CULVERT, TC LT Sc RT , C 1--1 _____ FL . 32 g __ .~FL ~6 01 ~'.% S O 3 /. ___ -so. 3:% -15 , ~CP ~ 15 R~ s-o, 31:: 27+00 ~ 28+00 29 +00 3 o+or '"( 31+00 LJl ~ s-o, 05'.% 32+00 "'-j _ /3. 51' OFFSET IN CLs ::;;:: C!l> D -I zn -I :r: 18+00 35 STA 18 'l • Al l'l D • :<:: 30 (/) 25 (/) -I :r: l> l'l l'l ~ -I CJ) + 20 ~o 0 PT LT, & RT 3 r TC-t-r 8< ~ ~ '--Gs, TC I RT 30, 51 PROP. R/C BO' @ I \_GB, FL i ~ ~ r FS~-O~.s,0.35~.~. ----;;, <CP19 +00 j 15 Ref 20~0 ~DRDGDN ST ui -...i 21 +0 ~ . 22+po 23+00 24+00 S 0. '.% "\'.. 25+00 ~ 26 +oo ...: -1 t-:e 1 -+ I 0 CL FUTURE STREET ;j ~~/~~~·~,,~,~~~~~~;'~~;~-~~~~~-+~~~~~~~~~~~~,~~~~~~~~~f!j~~~~;;;;i~~s~o~.;3;'l.~~~~~~~;;;;;~~~~s ~o~.~3;Y.~~~~;;;;;;;;;;~~~~;'~~~~-~~~~~~~~~~~~~S~0.~3~%~.~~~f!j~,t'l ~~~S ~=0~.;3:%~D~R~D~G~D~N~~S ~T~~~~~~~~~s ~o~.~3;Y.~~~~l~~~l~~s~o:.~3~%;;~~~,~/~t~~L~25:·~o~o~~~s~o~.5=4=%~~~"~"/,~-~f~~-~},~"-~-~-i~.:~~~?~~-~~~~-~~·:l'o~-----~-E-N-D~DF::R~D:AD~8~A~R~RI:C~A~D~E~(:D;B~J-EC-T~M-AR_K_E_R_S_)~~~~~ I S-o, 3'.'I. :...:; ----s o. 3% -----s o. 3:% --,,, ' I FL 25. 93 ·Ji1 ' i ,,,., ,.,, "' ,.,, " .,,,,., ,,, ,,,,,, .,,,."' "'" ,.,, . " ,,,,u ·'"" .,,,.,. ...,,.,., "" """ ~~--.;::;s __ ~_T ~~l,,~!1~-~6--"" ,.,,,,,, ,\}I',,,,,,,,,,,,,,,,,,,, ,, ,,, ,,,,, ,,',,,,,,, '.,,,,I\:~: 22+36:·~~-;T --:;"'"" s ;;/.;4+5 ;-80 PC·"',,,,/""'!,,,,,,,, .,,,.,,\:T ~,,;;:;1 ~8 ~, ;~ :T ,,,,,,,,,. s ;'~'27 ;;3,8~ PC ,.:;1")~ ",,,,..,. ,,,,,H,,,,, .. ,/..,,,,~i AL~8 ~~~T 8 ~o:j6LT ~~~ §~i~~E~0 L~; ~c ,)/ PROP, 4 ' x B' 1~~ ~ 20,00 AC. TRACT, DOC. (/) -1~ --\---~ \, LSTA 19+49. 80 PROP MH STA 21+68. 80 PC LT,/ TC LT 8. RT 30, 79 END 5' INLET LT, TC BEGIN 5' INLETS LT 8. GB RT, TC LT 8. RT LT B. RT 29. 72 R/C BOX n.i ND. 2005027456, D.R., -"',.-RISER, TOP 30. 22, FL >--LT ~ RT 30, 13 RT, TC LT ' RT 29 93 30. 57 25. 00 AC. TRACT, DOC. ND. CULVERT @ 0, 5/.--"' LONDON IND. SCH DJST. ~ J>~ == == ~== := :=: BOX 23. 35 TC LT Sc RT 30. 79 1¥ 2008018783, D. R,, LISD STA 30+84, 80 PROP MH :r;:t_ ' ' STA 25+24. 80 PROP PROP, 4' X 8' RIC RJSER, TOP 29 · 62, FL BOX 22 · 78 PROP. 5' TIED SIDEWALK BOTH l'l ~ PROP. 4' x 6'~ 4' x 8' 2iog~o1Ai7s;RAgTR.D,DCLI~g f!j MH RISER TOP BOX CUL VERT @ 0. 5% STA 30+81. 80 PT LT • PROP. 4' cw l" TD R/W SIDES OF STREET, SEE ENLARGED -I~ RIC BOX ' PROP. ~"' 30. 03, FL BOX 23, 06 BEGJN 5' JNLETS LT • LJNE AT FOUR CORNERS OF DRAWINGS SHEET 14 ULVERT <> 0 05"' RIC BOX -"' RT, TC LT & RT 29. 52 p ) -I' o 0 C " , ;, CUL VERT @ O, OS% ~ 0 DOUBLE BOX CULVERT C TY · STA 19+12. 86 PROVIDE RIC COLLAR AT JUNCTION OF 4' X 6' CULVERT WITH 4' X B' CULVERT - + '" cu cu >-- "' "' >--LJ V> >-- NDTE1 CONSTRUCT DOUBLE BOX CULVERTS, HEADWALLS, GUARD RAILS, GRADE BEAMS, FOOTINGS, ETC. , ACCORD I NG TD ENLARGED DRAWINGS, SHEET 14 AND TXDDT DETAILS, SHEETS 25 -32 HEREIN 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 5 78, 86 STA 19+46. 4 PT LT STA 22+0c TC LT & BEGIN 5" lNLETS TC RT 30. LT & RT, T LT & RT ], 32-=\ STA 21+i 8. BO PC LT, -RT----l-3_Q.J_2~_ TC LT & RT 30. 79---. ------1-------------------. ' ' IL \ I " ,_ c' . T & T: RT @ i"----STA 19 TC RT @ 0. 3% 4' x 6' CULVERT ' 05/. 3. 42 \ 49. 80 PROP MH RISER, TOP 30. 22, FL BOX 23 .. 5 PR DP. 4' x 8' RIC BOX CUL\ ERT @ 0. 05% \_STA 19+12. 86 PROVIDE RIC COLLAR AT JUNCTJDN OF 4' X 6' CULVERT WITH 4' X 8' CULVERT , 86 GB RT, STA 22+3 . BO PT :~ LT, TC L • RT STA 24+53. 80 PC & rSTA 25+21, BO P LT, STA END 5' IN ET LT, TC BEG lrN 5' INLET LT & RT, -30~9J_ LT B. RT 3 ~~-RT, TC LT & RT 29. 93 -------=----.--~-----------r---------------, ----- " ,_ Tl I I K.. I< I ], 3% _j,/ 3% J STA 25+24 80 PROP c RT @ 0 MH RISER, TOP 30. 03, FL BOX 23. 06 PROP. 4' x 8' 0 RIC BOX CULVERT @ 0. 05% PROFILE -DRDGDN ;:>7+33, 80 PC LT, GB STA C LT • RT llO 57 I ,-STA 28+( l.80 PT LT, END TC LT • RT 30. 36 LT I -----,_ ___ -- '" ' "· II I I II. RT @ 0, 31. TC T @ 0. 3i _j STA 30+81. 80 PT LT 30+13. 80 p[ • & BEGJN 5' INLETS 5' lNLET LT, TC LT & RT, T C LT II. RT 29. 72, RT 29. 52z \. I STA 32+44. 3 GB • CL DDUBLI 4' x 8' BOX CUL 1 ERT, TCLT&RT 30. 40\ NG ~ 3 ' STA 32. 99. 53 END CB.G LT &. RT, TC LT & RT 30. 57 LT "' RT @ ' / "" 3 0. 31. J TC \ I 0 TC RT @ PROP. /0 RIC BOX @ STA 3( +84, 80 PRDf 78) MH RI' ER, TOP 29, 62, FL BOX 22, THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO_ 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0. ' 54/. ' x 8' \ / :-L- ~ TC LT &. RT @ 0. 3% CULVERT 2 /FL 22. 70 5 05% '--, DOUBLE 4' X "'-BOX CULVEI T 8' 0 30' 50' I•• I I SCALE: 1'= 60' 2 0 120' I OWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG_ NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEWER PROFILES PLOT SCALE: SCALE (H): N WEI SH SCALE (V): DATE PLOTTED , .. = 60' SAME NONE 02118/20 COM. NO. JOB NO. PG04 AS PGO 08068 SHEET _2_ OF 33 N PDRHDN OF A 293, 041 ACRE TRACT, DOC. ND. 2019035726, D. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD, , TX, MPM DEVELOPMENT, LP I I I ,------------1 I I , :I ~I ---------;, ,,-111)\~1 TI\:(.(\~G\( \1'41GG t~ ---- END OF ROAD BARRICADE /STA 14 +83, 44 END lB'HDPP 1 u \ l-P (DEJECT MARKERS)~ UG L 25 23 AND PL , F · I I I \_ P, I ST A 14+ 73. 44 END CS.G LT I I I I ~ RT, TC LT • RT 30. 82 18' HDPP @ O 12/. I I I / I I I 1 ~@1s 9 1~ ~ ~ ;~.,~~ f ~~I~@ 36 ~11 : -----------1 i-------------~//~ _________ _Ji r t8-- I I FL 26. o"li ~ · 1 ~ -srA 2•60 · 25 MEEREEN sr 1 CL PROPOSED TEMPORARY ~ 1 1 Q z .STA 14+18. 44 PT @.. I i.. ~ : I l ~ = ~TA 13+83. 44 BEAR I I I I -I \ !END 5, INLETS LT ~ .' I i IsllAND sr PROP srn MH, ; /END DF ROAD BARRICADt DITCH, I SEE SECTION ON I I I 1 ~ ~T~T.l·~g E~ ~Eg~N 3 g~~9Lz 1 c;;· TC LT. RT~~~dJ ·:~~ ~·--~.~~5 ~!y~~~ v-~~~E~-M~R~E:s~~J SHEET~\--------/-~------------\ 1_ i ~ STA 00+85 BEGIN PROP. \l ,,.. O'J.Ud/."If'U"" ,,,,.,..,.,.,,..,..,.,.,,.,,, ~ ~-#~ t-..._ \~r o\/ / / ,, / / / / / 1/ '( / / / / / / / ,, / / _..:._ / I/ / / 1·1 0 42wRCP, FL 24. 42 AND PLUG~ ]o ·;;1+00 . ~q 2+0 ~ :'!;~~ 3+00 MEEREEN ST ~' oo _s+oo S=0_._221. L-r~oe----:_-----.--{=----T-!'.ee-~e:-cc1. -~+oo --"" Z~~J~~/~~~K~~~~ICADE 10 ~o 42' RCP @ 0. 1 /. / U, _,--21' RCP 48' RCP @ _0, 1 /. 0 ( , '::~f*,.~+;:\~~!~· ~~~P~F~E~:~~~P-/ -/-/ -;;--/--b-t--,-/ -/ -/-/ -711 /, / _/, ~ ~ '" "~ I ,}' ' I I I ~i~ i~oE T B~G~~ ~~G 2~ T • : fT'.:~~ ~~~~~·: ,,,~,))~ :-· ; f ·~~-A ~~~· :T:·;~;;,~~·T I -~i~-~92 f~-;; R~&~1~ ~:: ~ \ / L _ ----riir~~M~~R!f ~ ! ~ ~ TC LT • RT 30. 95 I , ', I I 'bil "--TS LT • RT 30 · 95 I I ri I I I ~ -I II I ~;AI~~~f~ ~i ~CR~, ~l~g : ;~ Dt i Fiji 25. 61 21 II I ,0 VJ : ~ i-----------\ : ~ i ~ ~ PORT JON OF A 293. 041 ACRE TRACT, DOC, NO. 2019035726, D, R., A PDRTIDN OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTlFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I LT & RT 30.05 ~~\O ~I r31.i1> ~ bl-I rrl I ~ 0 1 , u.!1 ~o ~ ~ r--------f?~-11 "' ~ I I~ ~I rll l . \I l : 111~ I II :,; :; I ~ ~ I I "'I I ~ ·1 \ I ! I "' I , ' "> I 'l c ._., I ~ I : % I <..LJ <-c /lJ I I-< 2 ~1 : ! ~/ ~· ;~21JHDPP~O. 1/. I I 2§ : ~ 0 6 \ :~ : ; ; ~.-1 11 I \~ : 3135 32. 23; -i-----~3---J 0 SI 3 \ I j l ru 1 ~ : I 23 I I ~I :~ I /~; -l,-2; Ir+-I I I ~I "' I / '1 ' ! : T I~ ~I '_::1 '~ 31.55 vi 11 ; tB1GJ I I 24 @ 1~~1 ~ I 4 {,;;\ I , ·.1 ' I I I I I 6 I II ~ i. '{ STA 11 +35. 44 GB LT • I I ~ (/)' I RT, I TC LT & RT 31. 29 ,_.ol "' 11' ' o " • ' I (/) \ 7J-o 9 ~ I ~~ ~I 0 ~I I / I : j ;i ~ , ] I I Is 2:il I 5 I I 1 " ~ ~ 1 I 25 I II~ -I / I i: ~I~ ! ~ : II 1r\2 I~ I ~I I i 8 II l'l I 6 / I I i "' ~ : I 26 I I / : l 80+t~ ~~ I I 1;:;; I I ~ I ~ _. ~ ~ ' I~_ I T I I ' ~ ~ I 31. 20 32, 07 I I : ' l l. ! : I I-I I I I ' ! I I ,___. I 7 ~ % 27 I - I I 1 '•"'1';7 .i l I I : I I : ! ~ ~. ;l-1-1; 21 ~ HDPP @ 0. 1 /. i I I ,.;,-~ I ~ ~ \Di I 11~ 31. •• I ~I I ' D i I -I I I 'i'l : I I;; 28 I 8 I : "'j '; : STA 8+59. 92 CL PROP 5' I I I ilil (Jll i I l '[;( INLfTS LT • RT, TC 30. i6 I I . ~ ~ ~ -~--~ I ::. fT11 ~ v. I ' I 7iJI f'ii ~ ~I 30.83 (3i.70)\ I \ FL 2&, l4r ~ ' I I I ''"' '=--'-7 I {,;;\ 1 '~ : l ii !'-FL 1~6 10 29 I I lg 'O I ' 'I Ul I I I I 1 ! I~ I~ I I I I I I ' 'i7 ';7 , I'" ' I I I \ I I l ~ I ~ ~ I I I I I~ l ~I I I 1 I 30 I I I I lO '\' I I ! I l I I I I ij I I \ I I ~ l I ll31. 1;c (32. 01) 1 I S I ~ ~ ~ ~ Ul I I : : i I t I I 31 I I u: I I ' ~ I I 111 I I i ~1 8 !1 I I I~ I I I I I i . ~1;!: ~ii-l+--+---1--------t-11 I [T"\ I ~.{/) ~ I I ! I I : .i: • l i I I I_ I ~13=,, "",.-----1,,'.__-;;93l=. 4-=;;1 i--1 -----;11~~1 8 I t ; I I 32 I I ~ I : 12 I I ' ~ . 11H1--b= 1 =:::----~'711--1 I ' I I l''~>L0'4°''1D!!\l-1 ..iJ~ I : ~ 32. 35 I ,___. I I\ I I ! 28' BB j I I I '"--:'. ::: DI I i · ; i ' ~r '; I I 33 I I I I \ I 1 I ~'.1µ 1----'-I ----'--II I 13 \ ' ii \ 11 l 818 ;i I II Ii \ 11 :~~,l I II ~ ~ 34 I I~ \ 3110 I I , l I I I I I I 14 ~ I I l g I j T 31 84 32 71 I I II \,11 ~:, :11 35 II h------_L-,---.-I ~ , ; ,,-----re, LT & RT 31. 61 1 1 I I \_J_-1AJJLl__LirilJ_ _ _j_ 15 MATCH LINE HF' STA 4+75 CONTINUED FROM SHEET 5 5+00 6+00 9+00 10+00 11 +OD 12+00 13+00 14+00 15+00 40 n ::s:: D :J> z-1 -in ~ :r: 40 35 ST A 8+c: 9, 92 CL PRO LT &. R"T, TC LT 8. R 5' INLETS 30. 46 ST A 11 +35, 44 G LT S. RT, TC LT ~ RT 3L 29 TC T & RT @ 0. 3% ST 14+18, 44 T B. EN 5' INLETS LT & RT, TC LT & R 30. 65 STA 13+48. 44 P B. END 5' INLETS T • RT, TC LT• RT 30. 65 STA 14+73. 44 END C&G LT 8. T TC @ 0, 31. 35 (/) (/) :r: -I [T"\ :J> 25 ----1----__, ____ -1-___ _._ ___ ----1-____ '--_FL-I-NL-E-T~LcT~2:6.~l~O==~:t::::::::j::::::::2:1:'t:D:P:P::@::O:.t1:%:.::::::::t::::::::t:::::::±:::::2::1:':H:Dr::P::@::0:.:1~·========±:::::::::~~2~1~·R~C;P~~l~~~~Jj~~~~E~~~=]~j _ lB'RCP 18'HDPP ST A 14+83. 44 END 18' HDPP AND PLUG, FL 25 23 25 [T"\ -J". -1 + Ul~ F INLET LT 5. 61 13 83. 44 BEAR I SL AND ST P DP FL INLET LT 2 , 15 FL 25. 10 Ul FL 25. 58v ST 2+60. 25 M EREEN ST = TA 20 ST MH, TOP 3 . 95, FL 24. 4 20 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~_L_~~~_L_~~_L_~~~'--~~_J__~~~L_~~__J__~~_J PORTION OF A 293. 041 ACRE TRACT, TIDC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATIDN COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP STA 1+00 BEGIN RT, TC LT 8. RT 1+00 40 2+00 PROFILE -BEAR ISLAND ST, 5+00 STA 3+90 ND C&.G LT RT, TC LT • RT 31. 28 6+00 7+00 8+00 STA 2+10 PC LT & RT, TC LT • ' T 30. 95 \ C•G LT & 35f----+-------l-+-~--+---+-+------j------/'---------j----f----l-----l-----+----+------l-------l-----_____j35 31. 28~ -- ST 2+80 PT L & RT, TC LT & RT 30 95 ~ "~----------\-- 3 0 TC LT & RT @ n ·i 4c'RCP@ 0 1/. 48' RCP @ • 1/. FL PR POSED T MPORARY DITCH @ 0. 22/. NG --------------- ::s:: J>n -lo nz :r: -I ,~ ~z zC [T"\ l'l t::J ' ID ,z (/) (/) -I :r: 25.__1--~~-1-~~ ...... ~-----l----l-'+--+----+------l-----\l--+------l---+-----l----_j_------l--------l----j__--_j_--'-----25 STA 00+85 BEGIN PROP. ~ --j;±:J----~;-:~~j";-;;-;;;;-j-:7--i----t-L---+----+----i----+----(._---l---J 42' RCP, FL 24. 42 AND PLUG --------STA i +60. 25 MEEf EEN ST TA 4+15 BE IN PROP. = ST~ 13+83. 44 EAR EMPDRARY D TCH &. J> [T"\ [T"\ ()'.] -I +~ Ul ISLA~ Il ST PROP 5 TD MH, ND 48" RCP, FL 24. 08 TOP : 0, 95, FL 2• . 24 FL TE PDRARY / DITCH 23. 12.'.../ 20L_ __ _L_ __ ~ __ _JL_~~__J__~~_J~~~_,_~~------'-~~~_L_~~------'-~~~_L_~~_J_~~~+-~~__j_~~~+-~~__J20 0 PROF I LE -MEEREEN ST, AND OFFS I TE TEMPORARY DITCH TD EAST THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52, IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE: I'= 60' 120' I OWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEWER PROFILES PLOT SCALE: SCALE (H): N WEI SH SCALE (V): DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD5 AS PGD 08068 SHEET _6_ OF 33 D ITT ~ (Y) D (Y) lf) ru 0 ru Ul .------~-,-------~ .--. I I I I I I I I I ~d <;;( -r ~- f- _J u f- . m - °'·(.l)IY I a c:r t1 I CSJ -<-I -~ ~ D... o ~~ I (Y) ~ 0 ' -;-~ "'~ I +r-------+1---t,~~---t-+--1.,----i ru I ~ ~-[\J .--< = I 0 I I I t- _J u t- a.: D ~ 0 +1-------tt~o---+-+--+------< .--< .--< D ~f---+----tc~~~:------1 0 '-, I 00 "' "'r-: I-"' w --'I- I u-, I- I --"--' 0 I u~ o I a 0 c -+1-------t+-+-~0~0<7--+--------< CJ' I -.. I ~I- I "'--" I 0 o I +1------tt--11----+--------< OJ I I I I I I I I o I o I +1------it---fl_~-,-----i-------i I'-I I I I I I I I D I o I @J f- "' oil f- _J u f- +1-----++-'+----+--------< Ul "" m "'" ~M ru m a>-1 "u_ r+~ .. Q_ -" I "' . ,_ m "' - - I- (/) (/) 1-z <I _J D > I w _J >--< Li_ D (]<'. o_ I I I I I I I I I I I if I I / I / N • PORTION OF A 293. 041 ACRE TRACT, DOC, ND. 2019035726, D.R., A PORTION DF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD, , TX, MPM DEVELOPMENT, LP --- I f-------- PORTION OF A 293. 041 ACRE TRACT, DOC. ND, 2019035726, D. R, , A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS I NAMED CUADRILLA IRRIGATION COMPANY, NUECES I CD., TX, MPM DEVELOPMENT, LP ti I I I I I I U-----~ I 1 I r-- 1 --1 -----i r------: ------: : ,\ ~ : : _____ 111 ~----~ ~-----~-----: i-;~,-, _"' __ i II <. '-J I I '--., --1 "' 0 I I ;; l:)--1 _:,; <l:i I I ><.--: I I I ~---- 1 I I ,_<i'.' '",,, I _ $21--_ _j r~~' -\----li----"-55,,_'_.D"E'---t-~~5~5_' D~E~~ -Iiff------1 r ---!-.... <i -END -OF R-OAD -BARRIC 1DE 1 c::; \ 1 1 1 g ~ I I 2 <J: (OBJECT MARKERS)~ I , --1 I y STA 14+74 ~8 END , p· i .G '-'-1--1 S~A 14+64. 88 END C•G LT • 18' HDPP, FL\ 23. 38 • LjJ I l ! RT, TL LT 8. RT 29, 47 0 0 \ n :£~ -----j_ -----I 1----I ._,• ~ @) ~ 11)] ~-: j f;i ,~I l~d;P ~~JI I DJ> 6 "PORARY ST.A 12+40 BEGIN CS.G LT 8. I "'I 16 Iii T o : ~ I -~' I z ---j CL PROPOSE TE1-1 I Rll, TC LT • RT 29. 34 C: STA 13+45 PC • END ' " ' ST• 14+19. RB PT IT ---j ~ DITCH, SEEi SECTION BELO\.l_\J I "'15' INLETS LT. RT\1 i I"' l V_LC~ ~T 2\33 -I c-<z -~FL TEMPORARY sTA 12+1~ END TEMPDRATY DITCH I ~T;.iJ,\;,.,i;~ 29~ _=\,_j,l I i i 10·,DE 6;n-HDPP ·rr. o t. L •BEGIN~' FL ~32\_ rt--------s'Lr--'(;f 1 0 -" I CC: _DITCHE• ~ ------\ I\"'" ,..,..., " z 1/' "" ~o__...-~CL_FLl22._QQ_ _ 1:£_DE 1 _ fTl ~ xi\ t:j ~/I / " / / / ,, / / / / ,.. \/ /11+~0 ~ o ;2i:: / / _:_ \ A 0 QARTH ST S-O. 31.-~ Ma· ~ I I \I ~p I 1-1 / 9 +oo _s o, 22% 10+00 \ ----, • ~ 1 ~ 1 ~ 16 :r: / / / -;-/ / / / / -;--/ / / 12+~0 0 o Ls o. 3-~1-~~~~------:' ~~~ ~~~T~Tl4;~~9 ~2 0 xg~eN~ir E; ~~g;~ ~~ 1 .- / / / / END OF ROAD BARRICADE COBJECT MARKERS)_// """ "'"""'"' '" ,' ,,_,,,"~ "' 11' 7' !INLET RT, TC RT 2$. 3[ -u D • "' • -u I ----i-----1 PROP ~p@ o. 221. I R~~~~---srnr 1 ~l?~j-~ Gl '1: , .,_,. 3059''\ ~~~~ ~~ / (/) (/) :r: ---j fTl J> fTl OJ ---j I I VJ I I MH, TOP 29 03, I I ; ' I ' I I {.,;\ I \ ;:: SI"'"' ,.. ~ I VJ I ' VJ FL 22. 03 1 J j l ! I I 1 7 ~ I \ 2i" r ~ 't"' I I ' VJ I I_ --!;? a I TA 13+49. 88 PC LT, GB ~ . o'i' ~ I I ~~~ri -< t::J 1--__ __ __ __ __ ~ ~ _ _ I T, Tc LT s. RT 29. 48 1 1 ': m,1 h---+-------,ct ~ -o :.o 5 I r:; e _:,; ' 1 'RI 21'HDPP@ o. 1* 1 _,,, ----:ti : : ttl! I I~ 2 ~~: l ~ '~:1 :~ i iP:DP. lB I I ~-I gq ~ ----_J L _£1_ --I I "i ~! i I l m~r -1-'1 ---rv~------.:cc='Y,,--11 \ I + __ CJ' Ul D I I -- 1 I ---2 5-I I !_,_ --1 I I ;,)i "': : ~ I : ' I I~ 30.17 I I I ._,_ I I 3 I " =5 " ' I I 19 I \ I -------- EXCAVATE THIS AREA FL SEE PLAN • PROFILE--..... b=2, S= 0. 22% _N_(!_ _____ _ I I I I II i ~ ;, ~ J._ I"' I I I H==------;;=;;>1-'-nl~ . 8 .-~ q ' I~ G,, 161 I II j <t-1 < '1'1! Iii I I I '.._(~ ~ ...... D z rl \ .... 4 I I ' r;:. i le; I I \ I I ', I ~ t z ~ \ 20 I "'-.... I I i __, II I I I --.... 1 ~ ;/; • 1~'11-7---+==oc---~;=v~I I-+-,---'-~'\----,-1 --->-I i l!l l I (/) l I I~ 9, 75 '1 I I '\l, I ! _,i i 5 -\ I \ ~ I I 1 \ I 21 I ! \ I I :s :+P~DP. 21'HDPP@ 0, li I 1'"29.60 ~-i I ~ ;1 ~ I Ul 1 I 6 1\ I 1 " " ! I I 22 Ril I I I '-M M ' I I I I 1:--J \ ~ v v ~ \ @> 1\_1 ~:1?~~1 1 , I 1 1 ~:(.1)1(/) ~· I ~ ~1 '8,49 ~I I 7 I \l ~ I j . 1 \ sL 10+00 fCs' INLETJ 1 1 l l ~ !~ ~ ' g ~~ L 11 & RT, TC 27. 98 I I II~ FL 24. 581 -II ::: a:\ · ~kl J \ I I~ 8 I I ~ t_,1 ~L)f ~llFL 24. 20 24 II , "'1 11 I I \ ~ ~ ~ I I I : I~ ; 1, I I I Ul TYPICAL SECTION FDR TEMPORARY DITCH SHEETS 6 ~ 7 I I I 1 ' ::i ::i 'I I s.44 l?o.2sTI I 9 I 11 ; Cf? ci I ~ I II i "' ~ ' I I 25 I I I I II ; ( I I NTS PORTION OF A 293, 041 ACRE TRACT, DOC. ND, 20 1 9035726, D. R, , A PORT I ON OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERT IF I CATE 33, SA ID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CO. ,TX, MPM DEVELOPMENT, LP I t-t; ir,::= •• :::-eii--~2,~. s:::<• 'II -----:i1;'1 ! ~ l i ~in _,;_: ___J_ll _____ --i!l------t I I I~ I ! 'I I I I , • O' RD ' I I"' 26 I 55' DE 55' DE I I I I 0 I ' 28'' BB : " I I I-+--------~ l---rl! ~ I ~ ·u:! 1;\ ' I I II ' I t t tlf-li' c;.;-+6~-~y;-1 I I I I ; \ I ; \'" I~ ~ : (/) I : 11 I \ ~ ~\ j \ I 27 \ ~ : I I ~ 81 ' 1 I , I 0 1 1-~·:::::-----zS<'.----r,im' .::;-1t--..1rn; T,---+1-----1,-----t o I ·~ ~I I i ;,____ I I I 12 I 1 1 ' : : " I I 28-------I°'& ~ I ['l_:i "'-" I • ~ " i I I ' -, l'l I I Hl-------~"---m';HllJI~ I Ct"1 ~ I , iii ::i 1 ~ ~I I~ 9.85 , I-->-I I I 13 I I I ID t ; I I 29 I ~ I I I @ I ' 0 I ' ' I I I I' I \ ~ ~T ~ I I CJ"' 81 I~ 9.19' ' I w I I 1 14 I I , ~ ~ I I 30 I , ~ I I I I I i ~ ' I I ;;_I e: --<1 ~ I I I I I ' :;:; ~ I I 9. 34 ~I ':! I ~I I I 15 I I ! ~ i I I 31 I e I ~I I I I I ~ ' ~+ , I I I ~ I ~\ I 1@ •" I I i (' t 1 I i I ~ ~i----~2.,_:!++----+-----i n z si+oo 10+00 11+00 12+00 13+00 14+00 15+00 16+oo I I 16 I I ' ~I I 32 @> I I mi-i· oz ~35 -----------------------~-------------------------cL-PR~P-1Po_s_rn----~-35 I 1--+-------1--1-<--jjli. 1 R 1 R 1 I I I I n DITCH sv oTHERs ~--i I , a o '"'' h----,v-=:::-----;:o=v,1----I I -----1 STA 13 45. 00 PC s. END I -. II 11 t~ll l{) 0 L[) D ........, I STA 12+40 BEGI C8.G LT s. 5' INLETS LT s. RT, TC (STA 14+09 42 VDLANTI~ ST I I I I ~ (I) (/) ~I I~ 30.47 I RT, TC LT 8. RT 29. 34\ LT s. R 29, 03 \ = STA 13+95 QARTH ST CL I -I (Y) (Y) ru ru z 1 7' INLET <T, Tc RT 2~ 30 11 I , ' I I 33 MATCH L I NE H G" s TA 4+ 7 5 ~ >--<30 NG ------=p~~:;;::;;;;;;:::;;;;;;:~t=-=~-=~+-=-=t=--=~1=+--=1 30 I I ,---... I ' 81 I I CONTINUED FROM SHEET 5 ~ ~ -------, ' -.. u --~ -~ - 1 -I :l~c30~~·LT •~~:::~~I'.: i 1 '1i-I ~11-'--l-'---l---34---------t!---i I Al :r: ST A 12+ 15. 00 END TEM ORA TY \ \ I I l ' I ! I I I D > DITCH. 8 GIN 54'RCP, FL 22. 32 <\i '" MATCH LI NE ,, G' STA 4+ 75 ~(/)25 r-----+------ir-----+------i----+------+-----tT--++~54-·-+-c-P_@_o __ -+-21.-.---+-*5_4_•_R_C_P-+H---D-O'-H+D-P_P_@_o __ +-51.-.----1,.__---+---i2s CONTINUED FROM SHEET 5 ;:;::; :;;: FL PR POSED T MPDRARY DJ TCH @ 22/. @ 0. 05/. ' ' "L TEMPO ARY fTl OJ DITCH 23, 12 STA 13 45, 00 STD FL 22 . OO --i +20 ~---~----+-----~----~---~----~---~---MH_,_T_0~2_9_,_03_,_F_LL2_2_,_0_3 __ +--___ ~----~---~-----4--+"--~ 20 CJ' Ul D PROFILE -DFFSITE DRAINAGE QARTH ST. AND 60'HDPP TD DITCH BY OTHERS ST A 15+62, 95 END 60' HOPP, FL 21. 92, PROVIDE END OF PIPE RIPRAP STRUCTURE FL PROPOSED DITCH BY OTHERS 21. 54 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 I• 30' 60' •I I SCALE' 1 '= 60' 120' I PROPOSED 54" RCP PROVIDE 3 EACH 3/4' DIAMETER STEEL REBARS AT 4' CLEAR OF INFLOW END OF PIPE. GROUT IN PLACE NOTE1 USE THIS DETAIL AT FLOW ENTRY INTO 54'" RCP QARTH ST. STA 12+15 <THIS SHEET). DETAIL -REBAR INSTALLATION AT DRAINAGE ENTRY TD PROPOSED 54"RCP OWN. CHK. NTS BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO_ F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEWER PROFILES N WEI SH PLOT SCALE: SCALE (H)' SCALE (V)1 DATE PLOTTED , .. = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD6 AS PGD 08068 SHEET _7_ OF 33 "' "' w Vl <: I n_ w " <: _, _, -> w " R w °' w -,,. ro "' ru I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LDT !A LDT lB ' N CONTINUED ON SHEET 9 "' "' 0 ru Vl Z D CONTINUED ON SHEET 10 MATCH LINE 'B" STA 12+50 (;') .,...., ~ ru fu D l!l~ct Lf) 0 Ln O .,...., '<)-GJ,!,,..., 0 Ln D (") M C'\J (\j _J (\j ,..., ~ "'1""" (Y) M MATCH LINE "A" STA 12+50 Ln (1J I ~ I : 1 I-_ t:--iY. ;.<C~ I :I ~ I I ~ I 1 --.i j; ~ t;; 0 I }: .,\1 I eJ I ~ R I : .. 1 W ..... f-~ I D ~! j: I ~ ~~~~ ~! ~~ ! ......... r:::·...... ~ ~~: ~ : ~~ 1 "' : D (1J ci ru . D ru t......w~ru I ~--.J.. ~O : ~~.!. ru 1 C'1 ~~ i -I .----I U,~IJ:!U...D I -T-::::::0:== ~.---a....-..-. .----I I ~ 1·······0 ········1 ..... \ ~ Q':" I I I ,.·" . I ~ 1 i ....... a._~'\'"'11 ... .. CONT I NUED ON SHEET 9 =~;~ : : ( ... ·"::............. : ~ f! ~ ~ 1 ~ CONT I NUED ON SHEET 10 -~5' I ' I '' I MATCH LINE u Bn STA 12+50 MATCH LINE "A' STA 12+50 E;:;;::u 1 I : 1 ~ 1 ~ .1! C:o RJ1 ~ ti-\ I 1 I] :ti>!c:a 1 1 i 1 ~ °'§ 1 •1• ".01 cici --i>4. ~ FL 12 • ss 20 . 99 1:, ~ 0 11 +20 1 1 : 1 ,./ g< ~ 0 1 i 1! ~ r [}:'. P=l :-...: FL 10~ ss 20. 02 -1-t" -_ _ I -n_ \ I I ' I _.,-" ; 1° o_ :::; I >->-'° -~ I I ,; ~ I l ~ ~ . I L ... / -a,~ ~ I : , l g -I ;: :: ('lJ \ I I ..... " 1.I I I p RD p. 8 H p v c w TR 1 -~_97' -\~ ~ -g• ..--I ~ i '"' I ('1"' -~ 15'" ~ I :1: o_ i;;1 n_" D N\ '\ ii> ~ I : I l I ' f-~ ~ I '1: I I":;] @) I I I 1r-PRDVIDE JOINT RESTRAINT f-.-()-'~:1F2H '\ I "' : j I "" ~gi 1 ,,,_-f+l.i-~~--J V> ci!-fo+-+,,......._-11---Ho ALL FITTING AND PIPE 1 11 111 ' :l< I\ :: "'I 1 :::<1J : --i:t~~4 ~ \11 7. ct" ii I I ~ I I I ':J ll: l : ~ cu f-~~ ~ci I J1i I o_ II -~ 11 .. I u I Ln l "' ci ;<;;,,,,. I ,I; I ' LDT 2 '1l ~l~~P;,A~.z~p~~1~S~l11 ru ~ 111 o :>-:~l /m~~ ~~~ o : ~m i 3 @ \1111 ,.11:111 n-Al PROP. 0 I I @i °' t;l ::;wm 0 I '.::i1i I STA 11+00 11 I / :-= .. :I L11 1 1 ::D~~ECJD~:R s i i ~LliJ~ ~ ~~~ s j :: Iii i 1: :~ \~ ~:1 I I I/ o RESTRAINT ALL I I co· · ~ ""::l!z I "'w I·,' 1 3 ~ , ~~I/ I I PROP. 8" PVC WTl~1:11 .""~ : I I I F~~T~N~ AND PIPE Ill ; :I : : I§ ~~~ Ill ood ,j : \II rl ~"' 11',1 " ;o I I ® I ! ~ ~ I ~ ~ g: ~:::; I ~r,F=l=t,===~+::=:ti ~ STA 11+86. 22 PROP. 8" PVC WTR ~ I II ~ • I 111 ~ : : N ~~ ~ ~ : : 11 ! \ \II II M ~1i 11 PROP. rH I , w Cl' I 1 ; I 0 a. DC Cl' I "' i I I ,,...< PROP. 10" PVC SS I w ~ a::: I I ~~ i::::i ~ ~ I I ~(\J I I I II 11 I I I ,._"' l~I I :'2 • PROP. FH I I I :N I u : i I .C: ~ I LINE "C @ 0.26% ~ LlJ ~ : I I]:;;~ ~ : f-ii I~_; STA9+35.16PRDP. 11 ~ I 11 i(i 11 I ~ 11 I I I ~ D I j l I ".: ~ SSMH E-2. TOP ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LDT lB -&09, 851 SF = 14. 000 AC. TD CL IRON THRONE STREET AND INCLUDING 15' STREET DEDICATION ALONG FM 43, 559, 905 SF = 12. 854 AC. EXCLUDING PROPOSED STREET RIGHTS-OF-WAY II II I T _, ():'. I ,,, '-M 32.61,FL21.64--.....__11 i!i 111 1 I 1;! 00 :r: I ;;1 1cnn_ '--• '1l I 1 1 I I 11 I : I ~ ~ r-I j :: ~ : ~I" I 1.~~-+--.1-1--li..11;~~ ~~s~~oG~, L~L 8 ;~:~7 SS 0 I I l l I i;! ;" z o I : :1 o 1 .., "' PROP. 10 LF 9• p~c I i: 1 I AND PLUG 1 1 I I 1 1 ~ 1 1 ~ \ 1 ~: §2 ~ ! i ii 0 I :;; cl, ~i. ~~u!Ngu~l.u~L I I I I I I m 1 ; ~ 1 ~0 ...., m i ; ;I @) I o 11 I I Lii. I u ~ '--" I : :1 o... I : Q ~ I \ PROP. 12 LF s-PVC ss 11 1 I ~ 1 1 1 1 1 1 : 1 i\. ~t. 1: ~ ~ ~ 1: : :: : .! ~ ~w wz~ \I II I ~ ~I I I STUB-OUT, FL 22 OD AND PLUG'.,.111 I,, ' ' • ' ~ I "'"'""~"' """ ;;-• : ' ~~;1!!·'~,";,~;,~ 0 i i \~\ ! 1! ~ i l,i ~ i ;~ ~ 1 11 ~ ~:1: ~' me mo cc " "' I 1 I I 11 \' : ' : i ~i ! :; ~ ~ : ! ( ~ : -15' i.J I: : ~ 1~11 LDT 1 CD I \ I 1111 , \, PROP. 8' PVC WTR l \I. I 1 11 ~I I ~I ;I,,. \ D :: ~~ ~\ I ~ w 11~1 1 1 lJ-PROP. FH I I PROP. FH 0 11 mci 1 ! 11 ~ 8': 0 1 "' "'"' f· \ 11 1 u z ~l(l,. I~ I .( 1 PROP. s" PVC ss o P'l I i., oo ,_,. o I r--<.r 1··.\ > 1---1 n_ ~ + " .. + · l< :'"1 o_ _J 1 \I LINE ·r· @ 0.4% 111 ~ ~ 111 '° i ;>~ i i1 "' ~ ~ '° ; f-oou ".. ' a, 11ci!1#~-+o::-1"4'1P STA 6+48. 27 ~ : : I 1:1 ~d : \: .. 11 1 ~ ~ ci~ ~ : ~ : · ... :::-... : t'.l 111 II ..., rr--n PROP. 8' PVC WTR ~ : ; , ' . ~ ,, li! : : \.'.J, ' ] ]I\--~~cip ~+~~PVC WTR I "'· • '1rPRDVIDE JOINT : I! ii u"' :g ~;~ : I r·...... LLJ I I ~ I I .... RESTRAINT ALL H D..... __."" <[ I I t--t ~ ~'~~cc,! 0~ c;:;,~'-;ti . I I rnn" ~'"'"' ~ !,! i i <} .. , ~ ' ' ;~; ~ i i i '\ ~ I: : '"I: I :1PROP 8' PVC WTR PROP. 12" PVC "TR:J_ i"" 11 Iii Ln ~;~ i ~o:::~:: --b"~ ~~~ Ln : : : \.,_ .. \:':.. \I I .. I I \ "' I .'"i--"t--4-----· I 1 I ~~~ i --.. : .... : ... · :~ -i J ____ ! i ; : I ~ : : I \ I! ! a. -9 ' i 1 / ~ ~ ~ ! / ; i w-,· I ~ I I : I 1 I \ 1'h; ~ //! ~ ~~!: ''"'' : ~ !' ,. ""~ 1: 1 ." ::1 \ ~ t t--6.: J.__1 I ', ;\ ~ I I I \\ / Q J j : \ : ! ~ .· ..' f-ST A 4+40 PROP. SSMH E-1 , I f ~ \ of I / / jt 1 ,, 1 :; .., n_ ·" ":./ TDP 32. 23, FL 23. 62-'-' F , ~PROP. 56 Li<. 8• PVC ss I llJ J / // I 0 ~ ~ I ~ t;j ~ .•. •· •. ·•· PROP. 1 o LF s~ PVC ss 1 \ 1 STUB-OUT, FL'-23, 85 9·,___ I 0 I ~ 12: 0 I ~ .. ..-::..-.. · STUB-OUT, FL 23. 67 AND PLUG -1 I 8'PVC SS I AND PLUG ~- / I J I I PROP FH ~ I~ ~: ~ : ~ ....... LDT 2 \I I ~I 11 PROP. FH rf7 '/ (") I~ "'...; (") I ':J ....... I I 1 ::~:~~;· ~,";:v:~ "'"")!,I !Jeew '",, o·e.rn :' j~ '' ;,/ ® I: : : : I i I Ji t ,1 ::r~~' '"'"" a j If f';" a ! 11 I : : 1 1 I STA 3+61. 59 PROP. SSMH A-L TOP 33. 35, FL 23. 10 8'PVC WTR : !/I I 11}~ "" z ; /o; ~~ ~ ~ !'.L ' 111 u-lt+ 11\-PRDP. ! /'!I 11/ ® 1 J,;i,~ ti I j Ii 111 ~ Iii i iv-PROP 16'PVC WTR ,'";~;i:~; '" ' :: 1:}1 1 1 1 11 I -:---: I I Zf--'f--'~UO< I ;"".J ~ : / 1~ I / I ~~g§;E ~: I rou ~ru°'\ I~\ ] 11 \ \ \ \ \ \ \ R Vl -m (1J \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ S89° 05' 03" W 159. 34' \ I I I I I ~ I \ \ \ \ I I I I I \ I I I I I I I I I I I I -_, ai d "' "' -,._ "' D '" D D "' d z u 0 R f-u " O' ,_ ci f- 0 _, ai VJ~~ f- ~a) "'" f-"' a a: j) • u" Vl"' Ei > R z D _, THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' "' . I•• I I 120' I t, m "' Ln "! Ln w 0 0 0 (/) " I ?" z ! SCALE: 1"= (/) J> z >-< -I J> Al -< (/) l'l >::::: l'l Al J> z t::J >::::: 60' 5o 'Y -R :I /II I J 1 I g+ ~I g~~~~~ 8~ 8+ / I I 1 1 PROPOSED l6 1 TAPPING J PROPOSED J 0 • T APPi NG SADDLE WITH 16' TAPP ING -~4~~=~~~~~~ 1 1 _~~&~~~~~~~ \1 =-~=:-T-:-_-:-~-~-~D--:=I~-I-NG=l-6-l~-:-:====~-=~===-~ __ ----to'..w------.J. ______ .L'5.'.....S.TfilI.T_ll£Jl.l.C8.T.lllli. _ _E)([~!N(i_~'._'.'~.=:-::::..._ffiL\l~-----lH-\I--_! !.__;t;'-\l~~X.!_S.!_l!:i.G_l~~T_l<_ __ ,,,.-\l ___ _j ___________________ 1'6'-\l----~-------.l--_ 15' s.JeEE.LllE.DlCAJilll"-It'-\/-~j *'41--EXISTING 16 'WTR=---..._ 1""* '' l""* ... 1-&'-\I J 15' STREET DEDICATION l/) L 0 I 0 0 Cl aJ " J> -I l'l Al u ' J> z VERIFY LOCATION OF EXISTING 16" WTR PRIOR TD ANY TAPS (WORK) ON IT "' D "' 0 _ __,_ __ --"-________ ~CL Fl<I_ 43 ( WE~R RD. ) _____________ -~-______________________________________________________________________________________ ~--______ _ ___...! '-..._ C~ FM 43 ~WEBER R~. ) CL CR 49_.....-1 r:i z I 0 z '" . 9 ---- J> z t::J u Al D 'l >-< ' l'l "' r; "' "'J> Cl -nz -"' r; z"' p Cl "',, 0 --"' w 00' ,. -w e>-w a J> -n P_, "' "' J> n ~ "' -< r; <"' r; "'" "'C1 r; "< - -" --- z 0 I I 23 - 24 -- 25 PROP. 8" PVC SS LINE " " @ 0.4%- -7. 5•µE 0 26 - 27 STA 24+69. 'i'B END 9• PVC LINE •A' ~ PLU( FL 23. DD I STA OD+ . 39 PROP.~ D-1, TOP . 20, FL 28, 5 - t-:--...... STA 24+37. 48 INE HAM ~ STA I 22 s~ 4+71. 52 LmL D' PROP. SSMH WSD ~ I A-6, TOP 3l. [ ~, FL 22. 87"-Jll'"'ll--1"1-~,,r:,,:t:~ -----PROP. 12"PVC WTR I ( ;,i~~~~~..,JIL:::':::::!:::'.:=::::;s~s~s---~-~~;:::=rsI>r--1~~-=r:::::=~sfss:::~-~:;:;;==sJsfs==;;,~'EP~ ~ I I ss/f "wsn / wsD ' f--! wsn '~'RCP ~ ~ I~ --+--- l----'-1---"' --:-11 V q; ~ RHAEG L c ws~ ::-. oej ~ 11 _ 2 --- ~ SS~\ J --'-t ;=-~S----~ ~S -j-~ -+ ~ l' '°' 1 • RCP, I -;:,\ \ / I II ~ ~ 'EE PROP. 6 PVC WTR_J I ' "!S'R p ~1~ 21 w~!;{' , -+-9 t--~ , I = -1--:.-.--' I I 2 'YR 0 PROP. 8' PVC SS I -9-+t_ I -----------I I LINE "A" @ 04% ~ wss ~L ~-:: 3 ------~ , STA 2+l2. 43 PROP. SS"H C-1, TO=> 31. 90 FL 2 . 70 s---s~~ . - 4 PORTION OF A 130. 570 ACRE TRACT, DOC. ND. 2D190Sl482, 0. R., A PORTION OF SURVEY l3S ABSTRACT S8l, CERTIFICATE 29, SURVEY 137, ABSTRACT S79, CERTIFICATE 31 AND SURVEY 139, ABSTRACT S77, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATlON COMPANY, NUECES CO. , TX, MPM DEVELOPMENT, LP ---}--7. S'UE s 6 7 8 ::<:: PROP. 8' PVC SS LINE "c" @ 0.4%- J>O 40 nz :r: ~ 2S' YR ---f------r-- H~ I -- • --c----1- B'SS 26. 15--... --~s--....--. .... r-z >--< c z~ ~ t::J >---'" I 19 I I IB 17 16 lS I ;-. WSD WSD "'I BL CKWA ER S WSD WSD •o nz • 0 20 15 ........... I wss DD I I I I ,i----1s· RCP T ~1-::1:;:=::=::=:~';:-;::=:~~::!~w~s~D~-j~~~~~~~~:ws~D~:;~~~~~:;;:;:;t~~"f':':~~t;:~~Fl n.i ----_J L ---J ~ -.... S-~s.&----S~ t-VJ ~ wl~~~=~=~=~=~=~=~=~=~~~~---~~-~--T-~~7~.S~'iU~E--~rr~~~~~~-~~~=~=~~1"' ~----H~~1---= ~IT ~~ • 7 S' UE _ ROP. 6' PVC \HR-J> ~ :c --------A I -+-. --.---I ~ [ I 25' YR --f-j ~ PRDf 6' PVC !~TR_/ i,_,1-'I Il 13 ~I ~ w~s .-+_ PROP. 12• PVC WTR 3 4 ,) 6 7 8 ~ c; -l~ $TA 00+ B-1, TOP 8 l~~I l 2 14 ~I § ~ ~I~ l 2 PROP SFH D • • 1 • ,,, , PROP. 12' PVC SS 3:: I ~ 11~ LINE "B" ii) 0.21 %-i J> n __ __,.---..__ I I PROP. 8" PVC SS \ rSTA 7+97, 2 PROP. SSMH B-l~, , 39 PROP. >«MH ---..._ LINE "B" '"' 0.4%--STA; 1+33. l7 LINE A" = STA TOP 32 72 FL 18 4S ~ 0 . 20, FL 20. s -P 4+71. s2 LINE • B' P DP. ssMH I -1 LL s· uE -'-=-t __:_ ·-~ _:__ -_,_ ---1-n z sSS-::---t,,. _-:.,-...._::---...... I l 25, YR A-5, TOP 31. 88, FL 19. 13 • \!..----_ ~--~.___---:_-s-· (!;--~ +-___ _I!:. 12· ss ~ o~ :r: ----1 9 /, r" _J y -£SS --'SS SSS--~ SS£-~ _ t'i· ocp 1 "-PROP. 12" PVC SS c ~~~~~~ws~D~J:::s..tss~ss~~~·~; 1~~==~i5~E~E~~~::~:::~?===~;:=:~:"'~;~ ,·~~~~;;::~~:::::::::::::::::::i•:::::...~~~~~~~.o..~~~f-"""'~~~~~~~~~~~~~ ~~ ( ssr 1 . f--! ws:~~ --1 1s· "CP LINE "B" @ 0.21 % ~ [;i I ii WOSD / :--... ...... !S RCP [>PROP. 12' PVC WTR DROGON ST • D 1---_!__ ______ 1_\7 J 1 oej WSD OG ~ ST WSD -I co !'! ~ z I '8'~ sss_ \ l I / _ --S&S +--r ----l>S&--S-FE -s-s,..Y -~ -s-ss--l' \ • ~~ -/=-<:E -, -~ ~ I 7 \ WSD,, I/( I -+_P_RDP. 6" p c WTR_J ---01 I ~ ~ ~ --IS' UE PRO ' FH-'-=--=--=--=--=--=--=--='-=--=--=--=--= J> R --' ltSS 2S' YR _ "' ir= --20' YR ~ I s:;-s.__;,----~1-------::.-.--' f3\ ~c 1 I 'd I I PR DP 1 6 • PVC W TR ~ >--'D I -----------\:'_) I -9'-1 1 I D 4 3 2 I ~ 9 ,,.._ LDT 1 O I 6 s 11 ~ I 11 0 I _JI ~ I 11 7. s UE -------I I 1 I ---~------l ~·04·20·w s13.61' -11-1 ~0 I 7, 5'UE I 11 Pi I I -PROP. 16' PVC WTR g._ _____ _ LDT !A, 334, 530 SF = 7. 680 AC PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2D19D3S726, D.R., A PORTION OF SURVEY 13S ABSTRACT SB!, CERTIFICATE 29, SURVEY 137, ABSTRACT S79, CERTIFICATE 31 AND SURVEY l39, ABSTRACT S77, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP 1+00 35 NG 2+00 3+00 4+00 5+00 6+00 35 t-----------I------------I------------I------------I------------ N PROP. TC LT & R @ O. 3% 6' WT 30' CLEAR BELOW TC- 30 PROP. 4' X 6' RIC BOX CULVERT----.. 12' w .~-: ............ : ::::::: :::: :: ::::::::::::::: ::::::::::::::::::::::: ::::::::::::::::::::::: ,:.::::::::::::: .......... __ ,, .................. ::::::::::::::::::: ::::::::::::::::::::::: ::::::::::::::::::····· 3 0 Q:::::::::T i .... _ ...... --Pi<rn R' Pvr S f> n 4% -15;-ec;;~ : '--sTA 0 +12. 43 PROP, SSMH 25~-~~'Fl!-_----+---~c_-~1,+-'T~O~P~3~1~.~90"-+~L'-"-27~.~7~0'---+-----i-----+-----t-----+---7/"--j25 FL 8' Sp 26. lS_/ 20~--~--~---~--~--~--~---~--~--~--~20 1+00 35 NG 30 l'--sTA 00+9 D-L TOP 25 PROF I LE -PROP, 8" SS LI NE " C' C BLACKWATER ST) 2+00 3+00 PRO TC LT ~ T @ 0. 3% .............. ················· ...... .............. ·············· -... P.Ri'iP'' ·a· ''P\if s·s .... ,. ······················· 0, 4% 39 PROP. S MH 33, 20, FL 8. so PROP, B' PVC STA 24 4+00 ' 6"WTR 30" :1 : CLEAR BEU W TC" ··················· . "'"'"··:.\ ·····:lk· ' ······················ ......... _ .. ,, ........ "I""' I / FL 26. 98~ I ROP CON ECT I ON__, v FL 24. 86 -J 1+37. 48 LINE •A' = STA 5+00 35 NG \ ~·:::;~ t"'cif· -.......:: ~' 11 :····· _,, ...... "' ::.:: J>n ~D nz :r: ~ r-z >--< c z~ f"'l t::J •o nz • (/] (/) :r: ~~ J>~ 4 O' +~ DO D 4+71, S~ LINE • D' PROP. s~~ v 6' IJTR 23. 1 D 20 A-6, TPP 3l. 83, F 22. 87 20 PROFILE -SS LINE •D" C RHAEGAL CT) ::<:: _c: -----< 0 PROP' 1 2" PVC SS 11 I \g ~ I 11 1+00 2+00 3+00 4+00 5+00 5+00 7+00 8+00 9+00 10+00 35.--~~~~~~.-~~---.~~~--,~~~.-~~----,-~~.--~~~.--~~--,~~~.-~~----,~~~--,~~~,--~~--,~~~--,~~~,--~~---,~~~-,-~~-,35 J>n ~D nz :r: ~ '" J> .... "' '" "' " . I "' J> -"' r; -w -,. -"' -- -0 LDT lA, BLOCK 3 LOT 1B, BLOCK 3 LINE "A" @ 0.21 % ---n-t--{, I 1 I 11 I ~ I 1 I PROP, 12 LF B' PVC SS @ 0. 4%, FL 21. 87 AND 11 I ~ I 1 I STUB-OUT 11 I I 1 I PLUG O' Rf+-P-1 }---jQf-----j_1'39-,•1RTI STA 18+00 PROP, SSMH I ;A... I I A-4, TOP 31. 85, FL 19. 8310 9' -I I: 11 I 1-1 rs PROP. 69 LF B' PVC SS STUB-OUT, FL 22. 10 AND PLUG f-------NG -----"-------I-----------!--------------------- PRO=> TC LT & RT @ D. 3% PROP. TC LT & RT ~ Q, 3% 6" WTR 30" I I CLEAR BELOW TC I I 301----t+t-----+-~-=-·=···~ .. ·=··~···*·~ .. ·=··-~ .. ~ .. -= .. -~ .. = .. ·~--~-·~ .. ·~··=·"="=···-··~-t---~-..i~~~~l==l~;;:::c:::ltt-+t--t----Tit-----t-----t-----t-------j------jet-----i-----,"""vcl;ff.--.v----,30 .............. ·----.................. ...... .. .................. _.. ........ l6" PVC WT S' ~f====t====t:==~~~~~ .. -~ .. ; ... ~ .. -~ .. ~ .. ·~--; .. : ... ;··~···~ .. ·~·-~·--~ .. l .. ~--........................... ·_::::::::::I ·:h::: ·~ :::ij : : ~~~~~c B~ ~w \c~ . . ...................... ·-··-· ··---· .......................... __ _ .................. ~~=~~ .. _B_E~ .~ ... :.:.! .... .. "--STA OD+' 2 39 PROP. ~ SMH PR DI 8' p VC ~ S @ O. 4% ~ ~· R~ i :,../ ··~.·::::::::::::::: :::::::::::::::::::: ::::::::::::::_\ :: ...................... --_ _... . ...................... --.. ... -· ............... ···· ,,,, __ ... ___ ...................... .. 25c------+---B-_1_,_TD_lf+-3_3_.2_0_,_FL-i-2-8_._5D __ _,_ ____ -r----=1=-c;----;~F~L;;-;-;8~S_S_2_6_,9_8_tt-t-ticSOC~:,!-#'C------;,-~---t----,-------j-----r-----r-r------,----,------r------i25 6~ ~~· C~~~~ TION q:.:::: ::::::::::::ff". ,.../ 0 6 .. WTR ....... . 11 1 4• Els STA 5+40 AND 5+60 r-~-STA 7+97. 27 PR . SSMH B-lA TOP 32. 72, FL l . 4S 20c------+-----+-----i-----+-----+--S-T_A_2_1_+_,_·3 ,-;-;:-;-;:--t~FhL~2~1~.~12~t-::tl::::t::::r:::r::::tfili'E:t:iJ~~C"ts"@~li~%";;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;~~;;:;;;;;;:~~:::;:~~;;;:t;;:;::::;:::;::::;l;:;:;:::::::~2Q 17 LINE A' = STA PROP 12' PVC S @ 0. 21. PRO 12' PVC SS @' O. 21 % 4+71. 52 LINE •B• P DP. SSMH LDT 1 A-S, TOI 3l. 88, FL 19. 13 / PROV DE 72 LF F LLY RESTRA NED FL 12·ss 18. 02 '>--< z >--< c z~ fTl t::J • t::J D .z (/) Vl ~ :r: J>~ ~ ~ ~ D~ +o 0 0 ~11021 1~11~ "'11iiil ~STA 16+60 TOP 8'WTR 23. 7D 11 I _,..v I 111 PROP. 8" PVC WTR PIPE AND FITTIN S IN 16"WT @)5~--~--~--~--~--~--~___'._.:'....0.l~_'._'.._C~~~~=----L_ __ L_ __ l_ __ j__ __ j__ __ _L_ __ _L_ __ _L_ __ __L_ _ __Jl5 PROFILE -SS LINE "B" ( DRDGDN ST) AT WEST END nc;"H-+--tt"'/-'11: .T 11 ~ ~ " f: I 11 I ~ • I 11 11 I ~ ~ I 1 I PROP. 12" PVC SS 11 I § : I 1 I LINE "A" @ 0.21% , -1'-'-,I lc-1--1 I I 1 I STA 14+26. 66 PROPOSED AIR RELEASE AND VACUUM VALVE IN FG MH, TOP MH 33. 03, FL OF MH 2S. lO --~ 11 I I 1 I 11 I I 1 I 11 I I 1 I 11 I I 1 I llT 11t11 t-----+-----._ I I I : 111 -9'~ 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 40 ----,------,-----,------,------,----,-------,----,-------,-----,------,-----,-----,,-------,----,-----, 0 lf) co + -PROVIDI lO LF FULi Y RESTRAINED PlPE Al D FITTINGS IN 16'WTR < CDNTII UATIDN FRDI PREVIOUS ~ HEET) P OVIDE 100 F FULLY R STRAINED P PE AND ~ F TTINGS IN 5•1JTR ~ +t--t-----r--~+ " 00 l__....-CL CL BLACKWA ER ST~ ROGON ST ~I w ~I ('\j 1- .--< w 35'--'----1-----+-----+-----+-----+----+-----l-----+----+----'"--+----+---~-"+----+----+-----1-----+-----+--+---+----+----+-----'--ll------+-----+--::i+---+-----1 -----------------------~-----------------i ----------u _l'Jli_ __ _ TC LT RT@ O. 3% TC LT O. 3 % TC T @ O. 85% w <[ I PROP, TC L~ ~ RT @ 0, 8% I-(/) \--rSTA 14+26. 6 PROPOSED AIR (/] ~ -1--! ; RELEASE ANO VACUUM VA VE IN FG STA 18+~0 PROP. SSM I\ ~ I MH, TOP MH 33. 03, FL pF MH 2S. lO A-4, TOP 31. 85, FL 19, 83 ' D 30e-----+---+-+-+----+--~·~·-+-----+-----+-----+-----+-----+-----+-----'l'll-+-+---+----+-----+-----+----+-----+---++--+-----t-----+----i-----i-----+---n-rr--+---_, -L_ ----f-------r--------------------------- PROP. TC LT •RT ~ 0. 37. PRO . TC LT l'ic @ o. 3% TC T &. RT @ D. 3% l 40 35 30 ;i: E f---------~-~ r:.=.~-=~-= .:::-.. ~.:: .... :::-.. ~.~-~~.T..=r:'F.P.::~PP., -~X6' -I /C-BDXC JLVERT-@ r1-_o ___ s, .. % .•• -•• -...•••.. -..•• -••.. -...• -l_L___ ------PR-OP-. -4' X6-' -R/C-BO -CULV-ER-T~ 0-. 0-5''.J-~----0 0 -----S!T2~'2T3R-:;:-, OOTDPPI-24IN' 0------------_u_ /~~~ . .\ .......... -_........ ........... PROP B" RtP I'! D D5%l:::::i/··· -....... __ ........................ _ .... -....................... n " '· • ~ Ej .... "'['""' __ ... ................ "f""_ ....... '. .............. .;-; ............ .' .......... : ........ -............................... _ .. ,, }"' ....................... -···-·····............ ....... v 24• RCP L 25. 10 AT DX------ts• RCP F 2S. 34 AT ox ()_-is· R p 2S. 10 AT BO~ .......... "" ... , 2 .6 :J ~ 2 5 V_16. wTR s· r-t---.._ sT A l 3+• o PROP. ssMf 16 • wrn s ow Tc-~~~~R p I PE~ ~h....._ ---'-+---+.:-... -..._"-oft· +-.. -" .. -. __ -__ -... -. __ -__ -... "". -__ -... -.\-___ -... -._-___ -.. -.. r-___ ..t. .. -.. _-___ -.. -.. _-__ -_ .. = .... __ ~_.::-= .. ~--~=_ .. =::-~ ___ =_.~ ... i.-__ =::-~ .. ::-= ___ ~_.~ ... =;6~--~=;;-F_~c.= .. w~.-~=-R=::-~. A-" ... ~.0'1-· .= ... ~;2=·:-~;;=1"V= ... ~'"'-,~·i-~·-t~-~-:.=::-:.~.::-;··=·= .. :.~ .. :-= .. :.~ .. ~. :.=::-:.~ .. ~ .. :.~.-:~ .. :.=::-:.~ .. :-= .. :.c1. F.~ .. ~::-:.~.-:~ .. ~-=-:--:_~ .. ~ .. :-'"" .. ~ .. ~::-~.~-~.-= .. ~.=.-:-~1~·=~i·'"';·~-=;;i~·=::~~~·"::~·c:·"'~·:::··~-~:1"":~.'"::.~o~ .. ~.:;;7'i:--:."" .. ~~= .. i .. -~.=-.. ~ .. ;-:r.j.:1:.~ .. ,.1:-.:.-::;,..._:.::-/------i I 1---CLEAR BELOW TC A-3, TDF 32. 75, FL 20. 80 CLEAR BE v ..........__TOP 9• IJTR 23. 7 , ................................................................................................................................ v .......................... ······················· .... . U z 0 TOP 16' WTR EL 24 D O STA 24+37. 8 LINE •A' -STA !;:;: Ou I ..,..-FL 12· s. 2D. 99 PROP 12' PVC FL 2l. 6S 4+7l. S2 LI E • D' PROP, SMH ~ 20 I S @ D, 21% A-6, TOP 3l. 83, FL 22, 7 \_ PROP. 8' PVC DROP PROP 12' PVC SS @ 0, 21% 11 I/4' ELS STA PROP 12" PVC SS @ 0, 21% STA 21+33. 17 LINE 'A' = STA CONNECTION 17+80 AND 18+00 4+71. 52 LfNE •B' PROP. SSMH FL 20. 13 A-S, TOP 3l. 88, FL l9. 13 PROP 8" PVC SS I'! D. 4% STA 24+69. 48 END s·pvc LINE •A' ~ PLUG, FL 23. DD 25 20 11 I ~ I I ~ PROP, 16'PVC WTR PROFILE -SS LINE "A" C I RON THRONE) DR PROP. 12 LF 0· PVC ss 11 I " ~ I 11 STUB-OUT ~ 0. 4%, FL 22. 00 AND PLUG I I I ! STA 13+40 PROP. SSMH 11 j .... A-3, TOP 32. 7S, FL 20. 80~ i I I PROP. 12" PVC SS LINE "A" @ 0.21 % FL 12• SS 20-. 9-9-J~-;l-\.-l MATCH LINE CONTINUED I 11 i-JI PROP, 69 LF 8' PVC SS STUB-OUT, FL 22. 00 ANlj_iJ-f-Uf' 11 1'--PRDP, FH I 11 "A" STA 12+50 FROM SHEET 8 0 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I ' SCALE1 1 '= 60' 120' I BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX SANITARY SEWER AND WATER PLAN AND PROFILE OWN. CHK. N WEI SH PLOT SCALE: SCALE (H)' SCALE (V), DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD2 AS SSW 08068 SHEET _9_ OF 33 0 CD Ln + I-(\j w~ w :r: <[ V! I- V! ::<:: o, CIC p::i U_ • r=i w wz :::J ~ Z_J I-:r: ZU 01- LJ<[ ::<: 13+00 14+00 15+00 16+00 17+00 40 35 ---NG ---------- PDRT1DN OF A 130. 570 ACRE TRACT, DOC. ND. 2019051482, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID PORTION OF A 293. 041 ACRE TRACT, ------........ // ' SURVEYS NAMED CUAilRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP DOC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERT!FlCATE 29, SURVEY 137, ABSTRACT 579 1 CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD., TX, MPM DEVELOPMENT, LP I \ 1:; I STA 24+b9, 58 END 9• _l. \ PIPE, FL I 23. 14 & PLUG _____...-o-1._,.--...fl--..... ------,r+,--------\ N 18+00 19+00 3: nJ> D-1 zn -I :r: ZI c~ l'l z t:J l'l 'l • ;;o t:J D • 3: V! V! -I :r: J> f'l f'l ,__. -10 + VJO 0 N89° 0 '28" E 1050. 33' 1050;/33' I "' ~ 15 I '° 87, 50' l> I 36 1--...,.--tHsss --U'UE I \ IB I 16 I 38 39 @ / I 17 I I I \ I 18 \ 19 I I 3: 20 I I \ I / PROP. 12" PVCI ~ J> n LINE "B" @ 0.21 ;I -ID !Ji I I 40 I n z _!9' j'f/UJ_ -I -I ~~:=.E=-:=~~=~~~,~ ---~z E:-:l.:.~~::::==~::::~:::::'.::::::::::S::::;:::::::::::::J;~:::::::::;:~~[:::::::::::~~~~~~~~~~~~~~~-;(--~~r-~t-~~'--~T~~.~;F~L~1~2~·s~s;-';'16:.~3~4_,,-~~ ~ "! I FL 10· 18. 45 ,; DRDGDN ST t:J I q 0 ~--t------''--"-x-'6'--' -"R"'1='c~B~o~x~cu.,L~V=ER~T~-----i r'; 0 \ ii 24' RCP PROP, 8' PVC WTR • Z -,, FL 12" SS 18. 02 DROGON ST PROP. FH \ 24' RCP ~=========P=R=O=P=. =F=H~f'.'.lftt-it:~~~::::P=R~O~P~. ~16~'::::P~V~C~W;T;R~ V! V! ......--PROP. FH C -I I ~ ----;;-] / ~~ --i5'u[ -5·JT J> ~ 20+00 ~PROP. 16' PVC WTR ~ -\=PROP. 69 LF kPvc ss =\;::STA 14+00 PROP. 8' ~ l 11 I ~ -PROP-8;o·;~c WTR ;_x; ~ (.;\ STUB-OUT, FL l9. 75 STUB-OUT PVC WTR I ci ,__. 21+00 L~l AND PLUG \, I I 0 ' I 1 I 22+00 STA 1 +94.86 LINE "B' = STA 21+61. 72 LI E 1 E' P DP SSMH B-4 TOP 31. 26, FL 16. 7 23+00 24+00 25+00 40 35 1 1 I I 1 I 1 1 I 7' PROP. 4' X 6' R/C BOX CULVERT @ 0. 1 Y. CD LDT 1 PROP. 1 O" PVC SS LINE "E" @ 0.26% I I / I 1 I I 1 I 1 j • 30' 30' 30 r··~··~"~·-~"~ .. ~·~··~·~··~-·~·~··~"~ .. ~··~"r·~··~··~··=··=·~.,....--1-t-~~~~·~~~~~c~·~um...-l.l-:::~::-::-:::-::c+-----+-----+----t-----t---t\----+----1-----+-t-+----+-T-C_LT_&_RT-+-@-D_._3_%_-+----1----+--+t--++--+-----t---4"t----lt---t-----+-----cc::1~~;-;----I 30 I I ~I -ICR~c"°'po~R~CP~~r . ....... ,,. ..... --:.:.:·.:.:·.::·.::· ".:.:·.:.:·.:.:·,_,_ ... =·"· ··=·. ~----ti:'.,t)J'.A,R"m'.)W.:.r;;;~;;.;: :;;.;;;;::::.;.;;;;;;.;::::.;:;.:.:;.:.:: ::-;;;::;::::::-::-::·. ::::-::::: ... :::::::::::::---mm J..L-~ ~·~·~ ...... -----J L_ ----..._, . .:_:·.:_·:::{.: ·····::: :·::::·::~'.F.\':(llil'i: .9::ei;rn~::$l: J:l~::n;: 11 I \ 1 \ TC LT & RT @ --- NG ------TC LT &. RT ~ o. 37. o. 37% ----------TC T @ 0, 3Y. ---TC LT &. RT @ O. 3% r \ TC LT RT @ 0, 3Y. T LT ~ RT @ 0. 31. PROP. FH :: ' X 6' RIC BOX CULVER @ D. 1% I\ •· .... :---.. I la' C --2[--~·"-.~·:.. ----23+28. 72 L NE 'E' PRO SSMH 48.RCP@ . 1%~ " \_ .. ................ ........... ... .......... • --------n :111: 21'R~f. .. ((i.r;r•""""t ····· STA 11+94. 3 LINE ·c· =STA 25 e=-=~==-=1=-~-~-=-~-~~-~~-~-t=-"-"'44=-----i-r'l'----+-----':l'-!---+---*=-===i====c!o-l=-lool====-±=c---+---'.:_:_+IY.1---+-· _x_6_'_R_1_c+-s_n_l\._·.~"'~·L..,·~-"~R..i--" _o_. i_r.+-+---+--: c-~+++....,,.,·.:.,···,._,· "-:::_ .. _ .. ·_· --+----+--++---+c--3-·_TO_P_3+--. 1_2_. _F_L_2_2+-. 5_0 __ --1 2 5 11 I I 11 ST 14+20. 18 RDP. SSMH E-, TOP 32 5 FL 20. 38 PROP 1 'PVC SS @ D. 26% FL 10' SS 20. 82 L 18. 45 1 83 PROP. 8' PVC DROP CONNECTION FL 18. 76 PROP. 10 LF 8' PVC SS STUB-OUT, FL 21. 52 ANO PLUG I // CD LDT 1 n:<:: PROF I LE -SS LI NE 'E' ( DRAGONSTONE DR) '-\ II STA 17+63. 65 PROP SSMH E-4, TOP 31. 46, FL 19. 49 ff I II 6+00 7+00 8+00 9+00 10+00 11+00 12+00 0 FL 12' SS DJ> z -I -In ~ :r: z, c~ f'l z t:J f'l "'l • ;;on D • 3: (/) V! :r: -I f'l J> f'l O' -I + VJO 0 35~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~35 ------------------________ _!Jg_ TC LT RT @ Q, 3% 3 0 . .... .... .... ... .... ...... .. .... .... ..... 3 0 .fr.-.-. •• = .. ·=··=···=··~ .. ~ .. = ... ~ .. ~ ... = .. = ... ~ .. T ... r .. ~ ... ~ .. ~ ... ~ .. ~ .. ~ .. -... -.. -... ~ .. ~ .. ~ .. ~:::=::.=·::=::.=·::± .. = ... = .. = ... = ... ~ .. -.. r .. -... -.. -... -.. -... ~.-... -.. -... -.. -... -.. + ... -.. -... -.. -... -.. -.. 1--~~-+-~~--+-~~I IC--Jc++-~~---j PROP. 8 , PVC 6' PVC WTR00 'lli'"Cl.EAR 0 ii "L[l\i"'it' ...................................... :::::::~;;A::jj: ~~:~~:~i;,jE.:.:[;i::c;r- SS @ 0, 4% = STA 3+28. 72 LI E 1111 1 fs:~~~~~~~~~~~~~~~~~~~::~~~~~~~~~~~~~::::::::::::~::~,E~'~PR~P~SS~M~H~C~-~31,~~0--~~t-~-~-~-~~ PROP, 8 PVC SS O, 4% TOP 31. 12, FL 22, o-~ 25 25 FL A SS 26. 15 STA +09. 05 PROP SSMH C-2, TOP 32 72 F 25. 71 ---- FL 8' SS 3, 77 PROFILE -SS LINE "C' (BLACKWATER ST) 3: nJ> D-1 zn -II 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 35~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~35 PROVIDE 160 LF FULL RESTRAINE ZI r---~-1--!-=-~S~T~A ~l~D~+~5~-~P~=~P~. ~:~~~HtT~-~&jR~T-~@-J0¥65~-~-~-~-4~-~-~~1=-~-~-=1-=-~-~~-~T~C ~L~~~~~R~T-~@~-~-=· 3~Y.~. -~-~-=~=~N~G-=._:-f=~-~=-~P~-=lP~E'-fN=D~F_=l T_=T=~~NG~s+-_=1~N= __ ~T~=6C'~W~T__=R~-tt--iRf~!-1°-oS:CT'liA --+~-+ --10_-_-J B-2, TD 33, 17 FL 1 . 96 TC LT RT @ 0. 9 % ~ ~ 30 30 t:J f'l I L_ _ __ _ "'l ' Al t:J D ' 3: V! (/) -I :r: J> f'l ...... 1,1 --------,,-- ................ . .......... ~ ----~ 24~.~~ .. ~ •. ~: ... ~~............ ............. ... ............. 1111 ······ ...................................... :::::::·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· .. ·.·• .• •.·.· ... ···•··· .••.••........ ------1111 cfu'·L·v:\'.fT.~ IJR/{lc".~ox 25\---+-i~+---\\--~-+~~~\--~~+--~C.:..:.::"'-11-'"~·=···~--J~"'°"'°',f..-.-,...,..\,r-<--f-~~~··=··=···=··=···~"~'"~'~'~~.~~···~··~~-··~~-··_••m_,_.~+*-·~~-+++-l~-+-i--~·~··~·,..+,-~=LK~o+"-'_=_••_.,._ .. _, .. 25 16'PVC TR STA 12+54. 79 5' CLEAR BELOW TC PROP. SSMH B-3, TOP 31. 67, FL 17. 48---.11 •••••• ••••••• ••••• ... L.1__ _ -·----~'...:..::.:...::..:..::· '':..!..: .............. _,, 1 'PVC WTR 5 CLEAR BELO TC S.TA 15+94. 86 L NE ... B~ = S A 21+61. 72 LINE ' .... ........ ' • E. PROP SSMH -4, D ............ ~ .... .... TOP 31, 20, FL 6. 77-.._. 16'PVC WTR 5'CLEAR BE OW TC r'l ,__. -I~ 20!-li~-t-~~-t~~~1-~~-t-~~1ttt1::::-;:;---;;;-i~;;-:;:-;-t-~~-t-~~-t~~~1-~~-t-~~ttt~t-~t-~~-::t-~~-t~~--j20 VJ 0 r--rs;;n;:;-10t-m-;:;:-~-+:::-~::":":::-1----~ +---FL_8_"ts_1_9._4_7-+Pi'l7iP-"11;--Piir-;;c;l-"'"-;;"'~J-----1------4Gtt--r--Ti-P-1-6'_W_T_R_2+--3---+-----1 o r"\:~;;~P;R~O~P~.~1~2~P~V~C:....:.:S~S~@!!:_0~.~2~1~%t-~~~i81~~~t-~~-1_£P~R~O~P=.J1lf="'JP~V~c::Jis]sF=i@:::::li:oj.2J11j:::::::+:::::::{dt=~;::~:::::::+::::::::j:::::::j 18. 02~ PROP. 12" PVC S @ 0.2 % FL 12• S 16. 34/ 1 5 15 PROVIDE 11 1;4• Els IN 16• WTR I!! STA 15+90, PROFILE -SS LINE "B' CDRDGDN ST) 16+10, 16+50 AND 16+70 3: J> -In no :r: z -I r~ ~z zc r'l f'l t:J r'l D •z V! (/) -I :r: J> f'l f'l ,__. -I CD ,__. +~ 0 0 LDT 1 PROP. 1 O" PVC SS LINE "E" @ 0.26% STA 14+20. 18 PROP. SSMH E-3, TOP 32. 50 FL 20. 38 PROP. 10 LF 9• PVC SS STUB-OUT, FL 22. 41 AND PLUG 0 LDT 1 PROP. 1 D" PVC SS LINE "E" @ 0.26% FL 10• SS 20. 82 II I I I 1 1 I I I I I I .. m ' I II ~II I l/ I II\ ,,.w-1~1 P~OP FH 11 I I 11 I I II II II PROP. 8' PVC WTR ~ _J PROP. 56 LF 8' PVC SS II STUB-OUT, FL 22. 59 I // I 11 I 11 AND PLUG 11 PROP. FH CD LDT 1 --prf'.1T-Gl-L LINE H B' STA 12+50 CONTINDt:-D... FROM SHEET 8 .... .... ,,,, .... THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' 120' 1 •• I I I SCALE' 1 '= 60' 25. 00 AC. TRACT, DOC. ND, 2008018783, D.R. , LISD 25, OD AC. TRACT, DOC. ND. 2008018783, 0, R., LISD BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX SANITARY SEWER AND WATER PLAN AND PROFILE OWN. PLOT SCALE: SCALE (H): CHK. N WEI SH SCALE (V): DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PG03 AS SSW 08068 SHEET J_Q_ OF 33 N PROP. 12" PVC SS LINE "K" @ 0.21 % PDRHON OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I I I ,------------1 I I , / STA 14+83. 44 END 8" PVC SS I I I r:-\I\ t4G ~ LINE ·F· AND PLUG, FL 2l. 50 : i---------r\.r1l~\1:-1G '-Pt"' ___ _ / 18' HDPP I I I 1_P,ir I PROP 8" PVC SS PROP g• PVC WTR : I : ____ J 1 / : 1 1 ,....:L:IN'.:E_'_:'F_" .:::@'.'.....::0'.;'..4~%:,;:::;;+---H~_/~;r------rt-l-J ------- I oo-1 fi9\ 'I!~ ~ 1;,~~'I r::::;.. 36 I ti -----------: :-~/; ___ PROP~~.2'@,-P-0v~2 : s 3 s i 1 tB-- 1 I '0 18 ~ :11 'I ~ 'CJ b sTA 5+17 PROP 1 PROP 112 .. PVC ss 11 LINE K . I · \ n z sss-I I PROP. 12" PV s SSMH K-2, TOP I ·,, •I ~ I I :r: _, I !H~i~~~ ~~~~s:~~L= iB5~~f n '5'RCP ! _L _LINE "K" :~~ 1'\ ~~Eo~E:r~i;_ ~~· ~i\: LINE K: @ 0.21 % \ /: ~~~ ii~~~:R~~, :!~:ir:·: :. ~ ~ I t::t. ----W''llUUP " l 'L --YEE-11L_Y_-+---\ ~\, r------\-r-1-t---------.;.. z rri 35~-----~ 35 35 35 30 1-----ff------i 30 30 r-----tt-----i 3 0 STA 8+02 PROP SS H K-3, TOP 3l. 00, FL, 1 , 54.~ 25 l----++----1 25 251-----++-----i 25 ws; /~ wss / / / ' / ,, '" ' / '/ ~O•o' UE'_; / I / L / ' / / / / ~/I / Y l'l t:::J STA 00+90 BEGIN PROP 12· Pvc / 1 / ~ MEEREEN ST t"--" 1 ~15'._DE:T FL_1_2·$s 15· 44 '0 SS LINE 'K' AND PLUG, FL 17. 04 I 42'RCP I !'! 48 'RCP ~~"~ ' .. JTD' / / / / / /!-/_/_/_/_/_ "-J;--/--/ / / / 71 / / ./ ~ z STA 5+17 PROP SSM K-2, TOP 31. 00, FL, 16. 14 PRO , 8' PVC PROP B'PVC PIPE X 3' LONG -PROP. """' · 1 ~-. , • : >-~ n ur-. I B" f'VC \.JTR· I V) I -I r;i 'I-'-+-\ s· x 6' cRoss I a· x 6' cRoss I V) :r: PIP S X 3' LONG 2 0 r----+,f---J----i 20 ,::+ -~ ---~ I 5' RCP .+-I T 5'-ff -1 G'-¥R~ -I I I Al I PLUGGED BOTH 6' END/S I PLUGGED BOTH 6' ENIDS z I _, l'l PROP. B"PVC \/TR 11 --W-YRTtJE-T : ., I I < I I L _________ -1 i: I J> l'l I I ~ 1 <ss I I I , ~ \ ~ ~ ----------~ \ :i I 00 _, FL 1 , 50 Yl\;-_J~~1PRDP s· PVC DROP PORT ION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTlFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I ss,1-1-i--'i't-11 21 ~' ~ 1 I 1 "' I + ...... I I 11 wss I I I I G ::: : i"i I I -< I El w CONN CTIDN 17. 53 15 ~--~--~ 15 I "'II I -,. r-.. I 1 • . \ I I~ I 1-------~~-i ".1 2 15 ~-----~ 15 I I '"1 ws~ : 1~ I ~ l:J I ~ (:! I I D:I I ---+M~SS I Lu< I ~ Al DETAIL -PROPOSED SSMH K-2 LOOKING EAST DETAIL -PROPOSED SSMH K-3 LOOKING EAST I I 2 ~1 SSf ~ : II I 22 I I 'g ~ : ~ 0 "PROP. 8" PVC ~ I I I ~ <-j I Ice I / I~ I I -f------~~---0 NTS NTS ,sLINE "F" @ 0.4 I WSD 1H ' /..,... -1 zl I I \ / \ I I I 8.1 I 3 I I ~--1+.•~SS I 23 I I SS~~ I ~I I~ I 1i lj'-PRloP. 8' PVC \./TR I I 'I "' I I I " L FH I" ... 1 ~ I I I I WSD I ..-ROP. t2J\ ~~'I ~I I f1 I s~s I 24 v:::; I~ l'i• I 4 @ /1 SSf -I I I I I I I wss I I I l/) ;;1 I 7' I ! 11 I I 0 n' 1-1------~;---+-j WSS \ I I 0 m I I ,' I 11 """'"""'td...-tt I • ~SS I 101 2:il I 5 I I SS~... ~ • : 25 I I~ '1 StA 10+42. 32 PRnb SS~H I ~ ,, sin I I ~ ~ 3, mp 3 l. 05, 1 7f-L 2a. 90"' ,, .. I I I : ~ i I I I~ I I ~ I I 11'1 I 6 I I SS~ .. slss 26 I ' r _, I I~ I PROP. 8/ PVC s~ 11 wss ~ . I ~": h...J:L_l_i:,IN~E_:'£'F~" ,' fij@>_CJ.0 . ._4-_4;;;,%1.:=::::m .1-11 r i I I; II / I : I I I I:: l:U----tt-t:~ss 27 / 7 I SST I I I I ' : ! I : WSD ! : i I : I i WSD : I~ I I I I I I I~ 28 I I I s I ss~U---l"Hilss I I I ~I U\I I I I I ,;; I I ' I ;;:, '"' I I I I I I I wss I I I I \ 9 @ I ,l 1---H~SS ID: 29 I I I I I ssr... :~ I~ I I I 1 1 1 l I i ,WSD ' I I 1-'-----+---~--:i i1----1 I I I I I I I 1- 0 -Tt~SS I 30 I I di I I i8 I I to 'I' I sst-I I I I \ I I WSD : I I I I ~ I I I I I I I 31 I I u: I 1 \ 1 w~s l=r'l>==l-!yslss I ~ I I I J> p RO p. FH I ' v 111 ?iJ I <:; I I I I ssf-~ ~ 1+----l------t-11 I rri s'r A 6+64. 43 IPRDP ssM~ (/) 1 1 I F,2, TOP 3l.107, FL 21411, r;: ~SS I I I ~ I I i I I ~ I I 32 I I ~ I I : 12 I sst. ::..j wsD' ~w:-~:-------tt: I':"" I I \ I I [}-P~DP. B' PVC \/TR I I::.: I '1 . , , 1ss I 33 I I PROP. 8" PVC SS 1 WSD I I LINE "F"\@ 0.4~ I J_f-Ll----11 _____ -'-11 I I I 13 \ I ssl'" 1 ' I I I I I I \ I I *s I 34 I I I I \ I I wss I I I I I I 14 ~ I SSf • WSD I I I I I I FL s· s~\25117 , ~ss I 35 I I I I \ I I I I 15 MATCH LINE "F, STA 4+75 CONTINUED FROM SHEET 11 n:s: OJ> Z-1 -10 ...... :r: z Cl l'l ....., 40 35 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 8' WTR SET 30' CLEAR BEL 'rJ TC 12+00 13+00 14+00 STA 2+27 LINE 1 K1 = STA 14+01. 44 LINE • F1 , RDP SSMH K-1, TOP 30. 38, FL 6. 75 15+00 40 35 t:J z l'l 'l NG 1=F===pN:::G=-===-f-==-=--=-:::..::t=-:;:..::::.1:.IfCJCl'J~~RfT J;@C_lol[.~~~:z-=.:::..::=i------------TC LT~ T@0.3% -----------------------re Lr&. RT;-';;---------rc;cr ~7r-- 30 ======~11====+=====+======+:====1+-----4---+----\,----l----==+::=====1='..:'.::::==~11=::::~~~L11~='f'.==t-_j30 Al ' D'l ::;;:: . ::::::::::: ::::::::::::::::::::::: :::::::::::::::::::::: ::::::::::::::::::::::: .... ·: ::::::::::::::. :::::::::::::::::::::: ::::\: .. ::::::::::::.·.·.·.·.· ......................... 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ND. 2019035726, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP STA 00+90 BEGIN PROP 12• PVC SS LINE • K' AND PLUG, FL 17, 04 1+00 40 2+00 PROFILE -SS LINE 'F' C BEAR ISLAND ST. ) 3+00 4+00 5+00 6+00 7+00 8+00 -~---~--~~--~---~--~---~---~--~---~---~--~---~40 35 1-----+----1--~-t-----+----l-----+-----ll-----+-----l----+-----+---+-----+---+-----135 STA 2+27 INE 8 K8 = TA NG I------------1--- 14+01. 44 INE 8 F8 , P DP SSMH K-1, TOP 0, 38, FL 1 , 75 ------------------------- S A 5+17 PRO SSMH K-2, T P 3l. 00, F , 16. 14 ------ I l.. LI II< i"(T @ 0. 3 • TC LT &. --------------301-----+-----+-~h'--+-~---+-----ll-----++---+-----l-<l----+----+----+----+----+-----lfl~---<30 ,---1------------------------:-1 STA 8 02 PROP SS H K-3, TOP 3l. OD, FL, 1 , 54 I I 42'RCP 48'RCP I I 25 I 1-----+-----+---++---+-+....---+-----1f-----+--4'---+-----+--+-+---+----+----+----+----+----++---~25 L-r-----------r------u--------------------_ _F~!:_R PQ_S~_TEMP ~~_l)l_TCH@ Q, 22% :::::::::s_::::::::::: ::::::::::::]:::io-::: ........... o·: :::::::: ::::::~::::::: ::::::::::::::::::::::: :::::::::::::ll:::~::: ::::::::~~~::~:;:~ ·:~::~;:::~~:/ ::::: ·: ::::::::::::: :::::::::::::::::::::: ::::::::::::::::::::::::::::::=::::::~ .. :::='ii~·~·:::.::: .... ::::.:::.::: .. :::.::: .. ::::.:::.:::.::: ... \_TOP 8' WTR 23. 4~ 8' TR IN BEAR • ................................................ , ........ .. .... .. ISL ND ST TOP 8 1 WTR 22. 13 20r-----+----r---++-+-----+----+-----+-----1r-----+--++---1----+-----+----+----+----------120 0 ITT (Y] +~ 00 1- <I W 1-W (/) :r: (/) ' :r: z ' D w >==1 zw ....., :::J _JZ :r: 1-u z 1-D <IU L: P rR~J~1P__.1~2-·p~v..,._~s~s"'"'"'@~o~·¥2~1~%~ot'~r-~~-t.;,:;:,;......:.,:;;,,.,;~:...,;;s~s....=,@-f~.:::...~.j....~~-+--lo 0 · 21 % PR P 12' PV SS @ 0, 1 % ~J===j===jt:::t===t:===t:~i=-==-=-±r-:-::::::1s:~~=~~1~~~~~~~1~~~-;-;-;-;1~-;-;-;-;-;-;1r;-;-;-;-;-;'~ FL 12· SS 15. 44 15 ~--~--~--15 PROFILE -PROP SS LINE "K" C MEEREEN ST. AND OFFS I TE TD EAST) BASS & WELSH ENGINEERING THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS ANO WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' 120' I•• I I I SCALE: 1 '= 60' TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I NPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX SANITARY SEWER AND WATER PLAN AND PROFILE OWN. PLOT SCALE: SCALE (H): CHK. N WEI SH SCALE (V): DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD5 AS SSW 08068 SHEET R OF 33 I I I I I I I I I I I if I I / / I N , PORTION OF A 2'93. 041 ACRE TRACT, DOC. ND. 2019035726, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 57'9, CERTIFICATE 31 AND SURVEY 13'9, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CO. , TX, MPM DEVELOPMENT, LP PORTION OF A 293. 041 ACRE TRACT, PROP 12' DIAMETER X 3' DOC. ND, 2019035726, D. R, , A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY. NUECES I CD., TX, MPM DEVELOPMENT, LP STUBDUT AND PLUG, FL 9. 16 'J' PROP SSMH H-5, CAS] NG P] PE \If STA 15•97. 27 LINE 'H" -PROP. 8' PVC WTR r = STA 1•01 LINE I /PROP 20 LF 16' PVC ~ -----_I -----~ ~ ------: ------: ' \ ,-TD~9'_~' ~ 9:.2_'i ~ I --f_ ---- I I L STA 6•31. 02 END 10· I PROP 0· w BY L _j. --S~F~. 72~ _I ~OT:::: 18"SSBY ---: -~ I 1 TIJER~--- D 2+00 ' 3+00 l 4+00 ::J • 5+0 6+00 ""\. I ---1 ~ .£-S-__ _ c I I ,_ I I '° ,__.\.-_......-6' 1--I f-__ I _____ :___J I ~) 'I 0 FL 12' 13. 87_J -f--\-------i I FL 18' 8. 66_/ f-------I f!t:;V)_ ----jl 1-----~PROP~;.-Pvc ssl I I ;'g\, ~1~~P.,,)s~ Pov~2~s I ~r~Tl6;~g4~;0LC~~E·1· II I '-.,-.) 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TOP 8'WTR 19. 0 STA 16+[ 0. 37 LINE • !" = STA 5+04. 70 LINE • J' PF DP SSMH I-3, TOP ~9. 50, FL 6. a7~ ~ 15f----""---+------1-----+----+----+----+----+------4<-+----+----+----<15 STA 15+'97, 27 L NE "H" = SA 1+01 LINE • J" ROP SSMH H-5 TOP 29, 00 FL 9, 15 FL 8. 66 ST~ 6+31. 82 END ,/" 5 181-' SS, FL 6, 7 2.-/ 5 ~---~---~---~---~---~---~---~---~---~---~~--~--~ PROFILE -18' SS LINE 0 J' ~~~~~-~~-~~ C OFFS I TE. ABOVE RIGHT) 30 ~--~--~ 30 STA 10+82 PROP SMH K-4, TOP 30. 00, FL 1 . 95 ~ 25 f----++----< 25 PROP 8'PVC PIPES X 3' LONG & PLUG 2 0 f-----;==ot. v 2 0 FL 19. DD l ~ FL 1', OD PROP 8' PVC D~,o~P~-IL ~PROP 9• PVC DROP CONNECTION '\., CDNNE CTIDN 15 ,_____ FL 16.94 15 ~ DETAIL -PROPOSED SSMH K-4 LOOKING EAST NTS PORTION OF A 293. 041 ACRE TRACT, DOC. ND, 20 l '9035726, D. R, , A PORT I ON OF SURVEY 135 ABSTRACT 581. CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERT IF I CATE 33, SA ID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CO. ,TX, MPM DEVELOPMENT, LP 10+00 11+00 12+00 13+00 14+00 35~--~---~---~---~--~---~---~---~---~---~--~35 ITT (Y) 0 (Y) l[) (\j 0 _,ITT + STA 10+ 2. 00 PROP SMH (\j 1--aJ K-4, TD 30. 00, FL 14. 95 MATCH LINE 'G' STA 4+75 CONTINUED FROM SHEET 11 W NG w<r:30F-=-=-o=-'-i=~--~~=f-"-~~...-..,~-~=+=~=l.--=--+-=-~=-'4=-=--=-=="=-=--+-----+---+-----i30 I 1--7 0-0-r==-===1=~=.c= ----. = > NG VJ VJ II ;>:, D :r: r ____________ j ---- 1 I I ~-25i----r----r-----ii----r--++--+------t-----r-+r-~,,.,,....=-,..,---t--~-<r---t11125 LL W I I 54 • RCP 60' HDPP FL PRO OSED TEMPO ARY DITCH o. 227. I I i=1 Z TOP 8' W R 22 13 I I w f----l .............................. ~ .. ·····-:··· .......................................................... 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WSD : I I I I \1 '1 f-'---+------~"~',-t __j 1 l I I --- 1 6 l\{s~H--""'lllHl-.+"ss 22 Ri I I 1:-J I 11 I ~ II I @> I I I Ul WSD ~ I ' I I Ri I i 1 1---"1 s~ 1 I I I @ 7 I s~tH---H.J~ss I 23 I I ----I I I I !I • : I I I I I I I 11 c wss : I I I I I 8 I ss sss I 24 I I I J ..:... r'ROP. s" PVC ss -----i I PROP. 8' PVC \.I llR-~~ I oJ, I I 1-1-------t--n WSD 1, LINE "H" @ 0.41' I I I I I II I I I I 9 I ss~H----ILI I I I ~ ~SS I 25 I I __J 11-+--:-------;---+rl!1 WSD : I I I ---I I I I : : I I I I I I rol I ssi 1 11 ~ss lq 26 [ 55 , DE 55' DE : fJ I WSD '"' 1;\ ' I ~ 0 I I I I : ... ,\--1::1 ' I -q-EJ---1 I I I \ I I I ij I -.J-.J I 11 I SS~ ' ~SS I 27 : ~ I lu < I I I I : WSD \., I ' I 0 g ::s I '1 o I 1-t:i I I 11 .;_ I '1 :::) 1- 12 I ssT ~s;r---;s-------1 '%> ~ I ~ ---I 111 I, ['11 e>I WSD I I ' ·, l'l I I 1-+-------::-<;t--r'l-I ' I I I 13 "'1 :1s:H--~Jss I 29 I ~ I II I I Q I I isT~ 7+21. 54 PROP ssM~ H 2. ~ I ---- 'C::Y ' I WSD ' TOf 28. 84, FL 23. 85 . I I l-jl------+,---+11 I I I ~ ill I I I I 14 I s 1 ~ Jss I 30 I ' ~ I D D ;:,+ I ~1 ! /STA 11 +06. 96 PROP SSMH ""f I-2, TOP 30. 5, FL 10. 78 1---- 1 I I r--- 1 I I ---1- I I r----- 1 I I 1-0-- 1 ~(:! I Q CJ -.J -.J f-li;c---- I g ::s 1-£! 12 I f---- I PROP. 12" PVC SS r LINE "I"@ 0.21% _I --- LL ---< D f-->--< VJZ <[ ::::J w l'J DZ f-->--< i=1 VJZ VJ <[ _J w f--VJ VJ l'J LLZ LL >--< D~ I I PROP. ~H-L -! '-' I I ~I ~ I ---~ I I I I :;:; WSD I I Ril ':! I I I 15 I ssb~"'~--n1ss I 31 I e I I ! __......---STA 6+27. 76 PROP SSMH [-1, c rr-TOP 30. 5, FL 11. 79 1 1 1 1 WSD 1 1 1 ~ 1 ~t 1r --- I I I I 6' ~ L i I ~ I -----1 I I 16 I ss;~+.i:----r~:;•ss I 32 @> I I I I I I I I I WSD I I I I I I 11-+l-----+-I -4-11 I I I I ---_I I f---- I IPROP. ~:PVC W~Rs:fH~--1-lfssl 33 I : ! I ~FL 12·ss 12. 06 I I I I WSD I I I ------'---'-----'l-'----:=--=-=--~bi:-J,--------~,-t11 , I MATCH LINE 'I' STA 5+00 l/r FL1 8' SS 24. 84 I I~ 18 I I 1.11 1 34 I CONT I NUED FROM SHEET 11 MATCH LINE HG" STA 4+75 CONTINUED FROM SHEET 11 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE' I'= 60' 120' I DWN. CHK. 00 O(Y) + '1J 0 0 + ITT .... 0 0 + "<!" 0 0 + (Y) 0 D + (\j .... 0 0 + 0 0 + 0 0 0 + D' 0 0 + CD 0 0 + I' ITT (\j I 0 (\j '-STA 16+00 . 37 LINE •I 5+04. 70 L NE • J' PRO I-3, TOP 9. 50, FL 6. STA 11+06 '96 p:1 SSMH 1-2, TOP 30. 50, FL 10. 78 (STA 6+o 7. 76 PROP , SMH I-1, TOP 30. 50, FL 11. 9 7 0 = STA \ SSMH "' m ai ru -" ~ ~ OJ "' 0 @ ' ' w z - (fJ (fJ (.) > Q_ . N - Q_ 0 0:: Q_ !<: -N 0 = . w z ::J <JJ <JJ u > 0.. ' . - 0.. 0 0:: n. I 0 0 + '° 0 0 + ITTD (Y) l[) (\j 0 ru ~ J;::j i 0 ; J @ ' .. w z ' ::J I "' D nj - ~ ~ . C\J - -" /"" MATCH LINE 'I' STA 5+00 CONTINUED FROM SHEET 11 BASS & WELSH ENGINEERING l[) ITT TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. ~ w 1-- (/) LL LL D w z _J (l'. w 3 w (/) >- (l'. <[ 1-- z <[ (/) w _J LL D (l'. o_ F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX SANITARY SEWER AND WATER PLAN AND PROFILE AND DFFSITE SANITARY SEWER AND WATER TD EAST N WEI SH PLOT SCALE: SCALE (H)' SCALE (V)' DATE PLOTTED , .. = 60' SAME JOB NO. COM. NO. PGD6 AS SSW 08068 NONE 02/18/20 SHEET ...!L OF 33 N N " I S T1J11 L!f r11E:c n::<: DJ> z --1 --1 g ,.__. z,- c~ 'l z t:::) 'l c-----36+00 'l _ ,rPROf:'.:_F~ .'/. I !Cf . -_Ji .1 37+00 -----------~-----11 118 126 ACRE TRACT II, DOC ND. DROGON STREET PROP l6'PVC WTR BY OTHERS-.....,__,/, 2Dl5Dlll69, o, R., BILL BROWN ET AL (FUTURE 75' ROW) Al+OO 42+00 '>t--,77 38+00 3 '3+00 ---------+ -lb ----__ -_o_o____ _ ____ µ AJ c_'t==~~,,--~==~...:::..::::..:::-:-::..:::::::::-:-::..::::::::~=-======--......::::2:o:·:D:E:S::::~::~::::~::::::::::::::::::::~;:::;~~~~~::::::::::::::::~~=::~/3 ~ , "! PROP. FH i' /?-STA 42+47 C fJtPRDX) (/)I (/)--1 PROP 16' PVC WTR /Ii; PROP TEE B/Y OTHERS 20. 00 AC. TRACT, DOC. 'l J> PROP 16" PVC WTR NO. 2005027456, D.R., 'l w LONDON IND, SCH DIST. I I --1 Ul + C-' Ul r-> 0 n3: DJ> z --1 --1 n ~ ::r: z,-35 PLAN 16" \./ATER LI NE NEAR/AT CR 33 1" -60' ----------------------------------------------------- 36+00 37+00 38+00 39+00 40+00 ------------------------ 41+00 42+00 43+00 35 I I c~ 'l z t:::) 'l __ _tlG ___ f v--CL CR 33 'I • Al L 30 D, ::<: (/) (/) ::r: --1 'l J> 'l w 25 --1 Ul + ...... Ul ..._.o 20 r-------1------ bRDP 16"PVC ~OVER BELOW ······················ ······················· ······················ ······················· NG ------1-----------i-----------1------ WTR ( 5' .~~~·}: ....... ······················ ······················· ······················· ······················· ······················· ...................... ······················· ······················· ······················· ........... ··········· ······················· 1------------r-----------1------ I 30 Pf DP 16' PVC "TR ( 5' I CPVER BELOW <G)}: . ······················ ....................... ······················· ................... ::::·::::::::::::::1 ······················ J'.-PRDP 16' TEE ....................... ······················· ······················· ...................... ...................... / 25 DETERMIN 1-HDRIZDNTA r AND VERTI A~/ LOCATION OF 16" WAT R BY OTHER PRIOR TD ANY WATER CDNSTRUC lrIDN REFLEC Ir-ED THIS SH "ET BY OTHERS 20 PROPOSED CITY STANDARD 4' l.D. FIBERGLASS MANHOLE FOR SANITARY SANITARY SEWER SET INSIDE INVERT ELEVATION EQUAL TO 18" CLEAR OF BOTIOM OF PROPOSED 16" PIPE NOTE: PROVIDE 2 COATS BRINER'S DURAZINC OVER ALL METAL SURFACES WITHIN MANHOLE. APPLY PURSUANT TO MANUFACTURER'S RECOMMENDATIONS. PIGMENT FIRST COAT BRIGHT RED. TYPICAL AIR RELEASE PROPOSED GALVANIZED /PEDESTRIAN RAIL PURSUANT TO / TXOOT DETAILS PROP 63.11 LF 7 1/2" X 1'-1" R/C PEDESTRIAN RAIL SUPPORT BEAM IMTH PEDESTRIAN RAIL ATOP PURSUANT TO TXDOT DETAILS (BOTH SIDES OF STREET). PROVIDE 2" RISER AND DOWNTURN, BRASS IPS FITIINGS AND NIPPLES PROPOSED 2" AIR RELEASE AND VACUUM VALVE, VAL-MATIC MODEL 802A, OR APPROVED EQUAL. PROPOSED 24" X 2" SERVICE SADDLE WITH 2" BRONZE GATE VALVE ">--PROPOSED 16" WATER PIPE PROPOSED 4" PVC PIPE 5' LONG, CRUSHED STONE FILLED, FOR DRAINAGE VALVE DETAIL NTS TIE WALK TO CURB PURSUANT TO Cl1Y STANDARD DETAILS TIE GRADE BEAM TO WALK WrTH NO. 4 "L" BARS @ 12" OC (MAX). ''L" BARS TO BE 20" HORIZONTAL X 1 2" VERTICAL LEGS TOP ELEVATION OF GRADE BEAM VARIES, = TOP OF CURB ELEVATION + 0.1' + 3/ 4" CHAMFER = TC + 0.16' 55' 55' 11 O' DRAINAGE ROW S=O, 541. FL BOX CULVERT 22. 66 S=DI 54% 11 11 FL 22. 70 11 PROP. 4' X B' RIC II BOX CULVERT @ O. 5% I --------------------9 32+00 --_ ___,_ --------------------~ TIE 5' WIDE WALK TD CURB WITH REINFORCING STEEL AS PER CITY 111 STANDARD DETAILS AND TIE TD 1' I x 1' R/C BEAM IN SAME FASHION II A 11r- S=D, 54:1. Sd . 54% PROPERTY LINE S=O. ~y. II II II II II II II II II II PROPOSED 4' THICK. REIN 15" DCEW. TOP WINGWALL WI L-BARS 9wx9 WIDE X 20' R/~ SPLASH PAD 4• ORCE WITH ND. i 3 REBARS AT EL 22, 66. TIE TD FACE OF H ND 3. L-BARf @ 1s·oc CMAX), Ul q "' ' '" STA 32+44. 53 GB &. CL D UBLE 4' X 8' BOX CULVERT, TC L RT 30. 40 DRDGDN ST PROP. 5' TI ED SIDE WALK OT SIDES LE GTH OF D OF STREET, 5' X 63. 11' WINGWALLS + 15' EACH E 93. 11' TOT AL LENGTH OF 5' WALK V. '>'//. W '///// l/N 'Z "//. "////f, '--A 10' Lw = 22. 68' Ltw = 17. 75 Lw = 22. 68' 15' LE GTH D PARA LEL HEADWALL/YI GWALL /FOOTINGS= 63. 11' DIMENSIONS AND DATA AS SHOWN ON THE SOUTH SIDE OF STREET SAME ON NORTH SIDE ~DIMENSIONS AS TXDDT DETAILS 25. 00 AC. TRACT, DOC. ND. 2008018783, D. R, , LISD 10' 15' SPECIFIED IN PROP 63.11 LF 12" WIDE R/C GRADE BEAM SUPPORTING 7 1/2" X 1'-1" R/C PEDESTRIAN RAIL SUPPORT BEAM WITH PEDESTRIAN RAIL ATOP (BOTH SIDES OF STREET). 12" WIDE GRADE BEAM 18" DEEP OUTSIDE MBC. TOTAL LENGTH OF PEDESTRIAN RAIL + PEDESTRIAN RAIL SUPPORT BEAM + GRADE BEAM = 93.11' 20. OD AC. TRACT, DOC. NO. 2005027456, D. R. , LONDON IND, SCH DIST. PLAN -2 BBL 4' HIGH X 8' WI DE HBC WI TH PARALLEL WINGWALLS AT CROSSING OF DRDGAN STREET (SHEET 5) NTS TYPICAL CURB & GUTTER \ VARIES 1/. TD 2/. ~ 5' WIDE TIED CW PROVIDE 4 EACH NO. 4 BARS CONTINUOUS WITH NO 4 FULL STIRRUPS @ 12" OC (MAX) PROP 93.11 LF 1 2" WIDE R/C GRADE BEAM SUPPORTING 7 1/2" X 1'-1" R/C PEDESTRIAN RAIL SUPPORT BEAM WITH PEDESTRIAN RAIL ATOP PURSUANT TO TXDOT DETAILS (BOTH SIDES OF STREET). NO. 4 U-BARS @ 12" (MAX.) OC PURSUANT TO TX DETAILS (PROTRUDE 12" INTO GRADE BEAM) SECTION. B-B (OUTSIDE LIMITS OF MBC) NTS ----PROPOSED PEDESTRIAN RAIL PURSUANT TO TXDOT DETAILS PROP. 4" THICK SIDEWALK TYPICALLY REINFORCED. 5' WIDTH. TIE WALK TO CURB AND TO GRADE BEAM AS FOR TYPICAL SECTION OUTSIDE LIMITS OF MBC (ABOVE) PROP 7 1/2" X 1'-1" R/C PEDESTRIAN RAIL SUPPORT BEAM WITH PEDESTRIAN RAIL ATOP PURSUANT TO TXDOT DETAILS (BOTH SIDES OF STREET). MULTIPLE BOX CULVERT NOTES: TYPICAL CURB & GUTIER TOP ELEVATION OF GRADE BEAM VARIES, = TOP OF CURB ELEVATION+ 0.1' + 3/4" CHAMFER = TC + 0.16' 1. THE PROPOSED TWO BARRELL 8' WIDE X 4' HIGH R/C MULTIPLE BOX CULVERT, WINGWALLS AND PEDESTRIAN RAILS SHALL BE CONTRUCTED PURSUANT TD TXDOT DETAILS SHEETS IN THIS SET OF PLANS. THE PROPOSED MBC SHALL BE CONSTRUCTED WITH A 1' X 1' HEADWALL PROTRUDING ABOVE THE TOP OF THE MBC AND A TOEWALL PROTRUDING BELOW THE MBC, BOTH ENDS OF MULTIPLE BOX CULVERT. VARIES 1/. TD 2% /PROP 93.11 LF 12" 'MDE R/C GRADE BEAM --=F=~:]jR~Q5~~=~===rffn~ SUPPORTING 7 1/2" X 1'-1" R/C PEDESTRIAN -----, __ _:,..,, ~ 5' WIDE TIED CW SUPPORT BEAM WITH PEDESTRIAN RAIL ATOP PURSUANT TO TXDOT DETAILS (BOTH SIDES OF STREET). RAIL 2. THE REINFORCED CONCRETE WINGWALLS SHALL BE CONSTRUCTED WITH A TOEWALL PLUS THE B" THICK WINGWALL ABOVE. 3. THE TXDOT METAL PEDESTRIAN RAIL ASSEMBLY SHALL BE CONSTRUCTED ON A 1'-1" HIGH X 7-1/2" WIDE REINFORCED CONCRETE CONTINUOUS RAIL SUPPORT BEAM CONSTRUCTED ON TOP OF THE ABOVE DESCRIBED GRADE BEAM ON TOP OF MBC AND CONSTRUCTED ON TOP OF THE PROPOSED 12" WIDE X 18" HIGH GRADE BEAM WHICH EXTENDS BEYOND THE LIMITS OF THE MBC. THE PROPOSED PEDESTRIAN RAIL SHALL TERMINATE ON BOTH SIDES OF THE MBC IN THE 12" X 1 B" GRADE BEAM. 4. PROVIDE 3/4" CHAMFER ALL EXPOSED EDGES OF CONCRETE STRUCTURES. 5. PAY FOR THE TWO BARRELL 8' WIDE X 4' HIGH R/C MULTIPLE BOX CULVERT, RELATED EARTHWORK, R/C WINGWALLS/FOOTINGS, R/C HEADWALLS, PEDESTRIAN RAILS, R/C BEAMS SUPPORTING PEDESTRIAN R.AJLS, DE-WATERING ASSOCIATED WITH THESE ITEMS AND CEMENT STABALIZED BEDDING BENEATH THE DOUBLE BOX CULVERT AS "DOUBLE 4' X 8' BOX CULVERT WITH WINGWALLS". THERE SHALL BE NO SEPARATE PAY FOR ANY OTHER WORK ASSOCIATED WITH THE DOUBLE BOX CULVERT. PROPOSED R/C 8' WIDE X 4' HIGH MBC 2 BBL CEMENT STABALIZED SAND BEDDING PER CITY STANDARD STORM WATER DETAIL SHEET -~ SECTION. A-A (AT MBC) NTS ND. 4 LI-BARS AT 12" DC AND SHALL EXTEND INTO 1' X 1' HEADWALL BELOW A MINIMUM OF 11" PROPOSED 1' X 1' R/C HEADWALL PURSUANT TO TXDOT DETAILS {lYP. BOTH ENDS OF CULVERT) BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' 120' ti ••D•cll--t::' =======I SCALE' 1'= 60' OWN. CHK. PUBLIC I NPRDVEHENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX WATER PLAN AND PROFILE, AIR RELEASE ~ VACUUH VALVE DETAIL AND HBC ENLARGED DRAWINGS PLOT SCALE: , .. = 60' PGD7 AS WTR COM. NO. SCALE (H): SAME 08068 JOB NO. SCALE (V): NONE N WFISH DATE PLOTTED 02/18/20 SHEET J..±... OF 33 “”“”“” z 0 >--" I I I I I I I I I I I~ I I" _ ______,I I "' -< '" :<"' '" "'" "'"' '" "< . - I I I I~ I I I _:= ----t UL> ,. Q '" "" ·:i: "' J> . " '" -w -ru -- -0 22 ( 8 ( 7 23 I; ( 9 I; ( \ \ 6 N89• 04' 28'_[;_ 439. 48' 1:""'5' CJE; me. 1'I[];---- I -------- 24 10 5 LDT lA, --f---7. 5'UE 0 26 25 27 - RHAEGAL CT 25'YR 5 EE ------r-- DRDGDN ST 25'YR 0 2 4 3 7~ UE ---- S89" 04' 2s• W 513. 61' 7. 5'UE 334, 530 SF = 7, 680 AC 0 LDT lA, BLOCK 3 LOT 1B, BLOCK 3 I ~ -_J.) I I SSFW, SSF~] 11 I 11 I 11 I 11 I 11 I 11 I SSF 11 I ~J 11 I 11 I 11 I ~11~1 "'11iiil 11 I 11 l 11 ~ 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I I I 11 11 I 11---f---- - 11 2 4 PORTION OF A 130. 570 ACRE TRACT, noc. ND. 2019051482, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTJFJCATE 31 AND SURVEY 139, ABSTRACT 577, CERTJFJCATE 33, SAJD SURVEYS NAMED CUADRJLLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP ---t--1-7. 5' UE 5 6 7 8 SSF I I r, -IOI~ '2 L.J RI~ 3 3: J>O -10 nz :r: -1 ~ Al D z --j :r: Al D z f'l t:J Al 11~ '------------~ -·~--·- IZ ~c \j,b.L;:._=:...=-=.=_=1=-::::::..:::...=:...=_±.=_=._:=-:=.=i.-=.:=-:::::..:::...=~-±_::::::_:"5~'=EE'._.=-=.:1-=.:=-:::::..:::...=~-...L----~~-'l-~8 I Iii'~ ~~(/) BLACKWATER ST , t~ltS~SF~----,---~::-=::-T:-=-=-=-:=-::=r=::-=::-=:-=-=-=r=-==-::::-=::-=~-=-~~=-::=ir=-=-=-=-:=-::=-f VJI ; i --~~ t--5'EE --i1·1 "r-----J> l'l _ __,_, -1 25' YR ()'\ IC--3 4 5 6 7 sci;; ~I~ l 2 D '"1 I~ ~ n -10 t-----~~---~~' (~--;::__---~_-_-_-~_-_-_-g ~ -r 'z r_"'lssF 1°1 L.J 15'UE --20' YR LDT l -5'-<:E LDT l DRDGDN ST - ------------ LDT l ~c z l'l l'l t:J ~D .z MATCH LINE 1 A1 STA 12+50 CONTINUED FROM SHEET 14 PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 5Bl, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAJD SURVEYS NAMED CUADRILLA lRRIGATlDN COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP N THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I••' I SCALE: 1 "= 60' 120' I DWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX STORM WATER POLLUTION PREVENTION PLAN N WEI SH PLOT SCALE: SCALE (H)' SCALE (V)' DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD2 AS SWPPP 08068 SHEET ....l§_ OF 33 PDRTrDN OF A 130. 570 ACRE TRACT, DOC. ND 2019051482, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 3I AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579 1 CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES SURVEYS NAMED CUAilRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP CD., TX, MPM DEVELOPMENT, LP n::;;;: DJ> z_, _,n ~ :r: z Cl N l'l ~ t:J z l'l 'l /IJ ' on 3: ' (/) (/) :r: ___, l'l ]> l'l ___, O' + >--' 0 UlO n ::<:: DJ> z_, _,n e-1 :r: z, c~ l'l z t:J l'l 'l ' /IJ t:J D ' 3'. (/) (/) :r: ___, l'l ]> l'l >--' _,o >--' + uio D N89° 0,' 28" E 1050. 33' N89°04' 2B"E --------~ ----7. 5' UE 11 12 13 8 9 10 1050 33' '° 14 ...., 15 c.n D 7. 5' UE 16 1 I ~1 -< ~l 0 ~--~-- ---~ -_25_'._3 ---~ -~-t--------_J -r f-----________ J 5'EE -~ --~ ~SSF BLACKWATER ST GJssF ~~-~--_---,---=--::=-~-rc-::=--=::--==-:_=i:--=:::--==-::_+~::-==-::=-~5'7E~E~-~=-::=--=:::--==i==--==~s·~E~-E-~r:--==-:=-~-:--==-::=--=::~l1T 25' YR B 9 10 11 12 25' YR 14 I3 15 16 jl ~IJ ~I~ I SSF ~ ______ -, ______ -~ __ 15' UE _____ ~ _ IT_U"= -=--=--= -=--=--=-~ GJ -f-------r EJssF DRDGDN ST SSF g =-----------~~~~~~~~~~~~~~-----~ ------------11 I 0 1 11 LDT l I I I 0 I I I I 1 I I 1 I I 1 I I 1 I '1 I FF I I I ...'.: I 1 1~ 11 I 11 I // I ii I 1117 // I // I // I // I 15 I ~ II 87. 50' i-+------ 1 36 · I I I I I I 16 I I I I I I 1 µ.. 1 --- 1 :~ 37 @ I I 17 I I I I I 38 I 1-1---- 1 I I I 18 I I ' I I :~ I 39 I 1-l.-I ---19- I~ I @ I I I I I I I I I ::<:: 20 I I I I ~B ssF 40 I I n z fj ·I _l __ _!9' j'f/UL_ __ I ___, \;I::. -------+---t----I t-1 ' t-1 ~ z l'l l'l t:J DRDGDN ST ~D ,Z ~II I// I// I// // I LDT 1 I// //I 0 LDT 1 //I I// //I I// //I I// //I I // //I I// //I !$ I// //I fr I// //I 12 I // !:l I// //I & //I ;{ "" I // I// /lit i i I I I I I / I I I I I I I II I II I I // YI! I ii I // I 11 I 11 11 I II I II MATCH LINE "B' STA 12+50 CONTINUED FROM SHEET 14 0 LDT 1 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE: 1 '= 60' 120' I OWN. CHK. 25. 00 AC. TRACT, DOC. ND, 2008018783, D.R. , LISD 25. OD AC. TRACT, DOC. ND. 2008018783, D.R., LISD BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX STORM WATER POLLUTION PREVENTION PLAN 02/18/20 1" = 60' SAME PLOT SCALE: SCALE (H): SCALE (V): DATE PLOTTED COM. NO. PGD3 AS SWPPP 08068 JOB NO. NONE N WEI SH SHEET J.2__ OF ~ PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D.R. , A PDRTJDN OF SURVEY 135 ABSTRACT 581. CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD., TX, MPM DEVELOPMENT, LP 36 37 38 39 N I I I I I~ I l:e I I I I ='I Ul I ~I 15 16 17 CONTINUED MATCH LINE I I I I I I I @I I I I "'I '" I I I I I I ~I I f-l'--------t1-n' I I ' I 18 I I I I I U) I I I I r:i I I I I l I I 19 I I I I I I ON SHEET 18 u F' ST A 4+ 75 I I CONTINUED MATCH LINE 18 I I ON SHEET 19 HG" STA 4+75 34 I I I I 55' 55' Jjf---__±'_--ti---~---i ' I I '. 35 I I I ! I I I I I I'" I I I 1(/)0 Ul 19 I QI I~ I I 36 I I~ I : µ__Jl _____ H:I~ I I eJ I ' I I I I I~ @ ·~ • I I 20 I I I I I 37 1~ ~I f'l I I \~~I~ I : I I 21 h---+~---------,-JI I ~ I I I 38 I I ~ PORT ION OF A 293. 041 ACRE TRACT' I U)I I I ;;; I I ~-<. I I ~ DOC. ND. 2019035726, D. R, ' A PDRTJDN OF SURVEY I ,) ,;' ,, ABSTRACT 579, CERT!FlCATE 31 AND SURVEY 139, " I ~ I I ' 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, \ ~"'·.II 22 I "'I ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES l l I I I CD. , TX, MPM DEVELOPMENT' LP I I I I I 39 I I I I 23 I I I I I 1 I I ~1-~:------T1+-t1~~~~~~T,~Tr1--:~:-~ir-,-,r-~~~~~,11...-~~~~~....,...-rr-~2~-rl':'.1 ~r-1 ~~~~~~,rTr-,~~~~~11~rr1-:w:--~rr~qr-1~~~--;~~6~1t"i;---:24~-~~: I I I I (:;;\ 20 "'ol ~ ~ l ]~ @ I I 70 "'I ] J;: j o:::.] 48 f25\ I I 24 ~-<.I ]'.' q'; -<] 48 eJ I I I I 40 ei ,\; \;] ~ I~ 69 I (.;;:\ ~I ~ _, M '" l:C:7 i:i J> ;o I I I I I I I ;;;1 T 2' '1' I I e; "' I I I _:i d a d= L ----: __ 1 _19' YR/UL_ -_J i L Z I _l_ -1:± VJ I L _______ lO'YP."'c-V) -E~-l __ l _____ :::J; I -_J_ -+------_, (j:= -§' OE---1--1 -~ ---1,_ _L _ ----l0'--¥R/DIC-l-I-------____y <T--_TIYJ'.FZD=-1--r--5'LE-------Vl p_ ~ 5 <-ff --'"T-C--1 -----V? 't:::::" ---s"'TE""----1 r 0 , _, ro-, C:.J SSF L~SSF ~., C:.JSSF DRDGDN ST 25. DO AC. TRACT, DOC. ND. 2008018783, D. R , LlSD THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. < D ' J> z _, ~ C/) Vl _, I I I I JU! ]q !'" I ::o I I I I ' I@ ' I I I I I I I I I I I 35 36 37 38 39 19 I I I I I I I I I .. I I~. ' I I I I I I I ~ I I I I 40 I I I~ I I 1 l I l__ -, -ro• Yl<tU~' j \[:::_ -5 ~ --O__j -::: 0 30' 60' I•• I I SCALE: 1'= 60' 120' I '" Ul U) U) " " "' ;o ;o "' D D "' "' OWN. CHK. I I I I "' o- I --'"00 D· I ---"' '""' I .'.-°~ D ;o . "' I "'_, . "' '" ,.; I -_, ' ,_ I '"" ;o D" I <: D Zn "' I _, z "p ' I I I I I ~- BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I NPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX STORM WATER POLLUTION PREVENTION PLAN 1" = 60' SAME PLOT SCALE: SCALE (H): SCALE (V): DATE PLOTTED COM. NO. PGD4 AS SWPPP 08068 JOB NO. NONE N WEI SH 02/18/20 SHEET J_§_ OF ~ N PORT ION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTlFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I I I I I I I I I I I I I I zJ 0 c:;J (Jl I (Jl ' w I I\) ' I ~ I ,__. I 0 I\) I CD w I 0 ' I PORT ION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I I I ,------------1 I I , i r---------r011~~~6 1ft~---- I I I 1_..P,1r I I I I I I j I ____________ J I I 'Di 14 Di' I -----------1 i ~-----------_J1 ~n--- 1 r,;;-,19 I ' ~ R ~I G 36 I I I I I I -I D I '0 18 ~ ~ 1 ;;: 'CJ I 1 1 1 1 n z I I I I I :r:--1 ~ ~ ~ ~ JO'l~ 6j SS[~~~~~ ~Y~E~ : =.-.-.-.-.-.-.oc.ocJ~t~:~~~:~~~-=;;-~~l;;-~~-=~S~~-~-1---~~ I ~ i h--~~-----'>-,_SSF T-=-5#v~E-T: ~J I I : I 1 I ~: I I 2 ' J __. rn I ~1 I "I I I I I I I I~ I I I I~ 3 I I I I "' 4 5 I I I @1 I I I I I I I 7 I I I I I I I I I I I I I I I I I I I I I I I I I ' . I I I I I I ' I I : I 8 I : MEEREEN ST ?~~ _ _ ~------====_\:-=========~ ~ ~ ~~------------------------------------~r--~---s~ ~ SSF ,.+---------,-f" ,-_ ---------~ SSF I I I (/) :r: r:~~.J, y:-T 5'-ff_lQ' ¥R~ ~I I 1 Al I I z I -1 fTl td l'l J> Al [/) ' J> z Cl I I '.< I L-----------1 j;: I J> fTl : I I I VJ : ~ ~----------~ : :i I ~ ~ I I 21 I I G !:' : ~ : I ~ : ~ '1J : Ill) I 1-------~-s--1 ~ 2 I 1~ I I ~ l:J I ~ _, I ~< I ~ ~ I I 22 I I Q ._, I _, 0 : 2§ I ~ I~ I I -1------~~---J 0 t~ I i I 1_,_-1 I I I 23 I I I I I I I : I I" "I I I @ ~~.I l 24 IM~1 : I I I '. : 1 I w : I I Is I I I 25 I I Ul I Ul I I I I~ , 11\) II I I ,_;; I I 26 I I I e ! I I;\; '" I I I~ : I I I :::: : I 27 I I , I ' I ' I I ' I I I lll I I : I~ 28 I I I SSF I I I I DiJ (Jll I ~. 6! SF 1-+-'------'-t'''-'-+1 ,,, ~J I I I lliJµ:~1r---------;-1I I I PORTION OF A 293. 041 ACRE TRACT, TIOC. ND. 2019035726, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES I @I : 9 I I I : I I I I 11-'1---~1-----:-11 I I io I I I I I I I I I I I I I I I I I 1 l I I I I I I I I I l-'-1----,--1 --,-11 I I 12 I I I I I I I : I I I I I I I I I I I I 13 14 ' I I I I ' I I I I td l'l J> Al ~ [/) ' J> z Cl [/) _, I lni 29 I I :~ I~ I I I" i I I I I 30 I I I I I I i8 0 I I I I I I 31 I I • Ul I I 01 I I X:l ' e+-----+-------1H I fTl I I I I I I 32 I I_ I I~ e.1-----1--------l:Hlc I I I I I I I I~ I I 33 I I I I I I I I I I I I 34 I I I I I I I I I I I I 35 I I I I I I 15 MATCH LINE 'F' STA 4+75 CONTINUED FROM SHEET 17 CD. , TX, MPM DEVELOPMENT, LP THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE' 1 '= 60' 120' I OWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX STORM WATER POLLUTION PREVENTION PLAN N WEI SH PLOT SCALE: SCALE (H)' SCALE (V)' DATE PLOTTED 1" = 60' SAME COM. NO. PGD5 /lS SWPPP 08068 JOB NO. NONE 02/18/20 SHEET J...§_ OF 33 \ PORTION OF A 293. 041 ACRE TRACT, DOC, ND, 2019035726, D, R,, A PORTION OF SURVEY 135 ABSTRACT 581, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTJFJCATE 33, SAJD SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD, , TX, MPM DEVELOPMENT, LP I I I f-------------j I I I I I 1 ,0 0 I r-------t:Jk-----j I 1!-57 I I I~ I 1-----/7----1 I ~5 I I -~ -----J_ -----I I I I ______ L ____ _j PDRTJDN OF A 293, 041 ACRE TRACT, DOC. ND, 2019035726, D. R, , A PORTION OF SURVEY 135 ABSTRACT 581, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTJF[CATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRJLLA [RRJGAT1DN COMPANY, NUECES I CD., TX, MPM DEVELOPMENT, LP I I I 1------1 ------1 I I I I ~0 I 1-----~-----I '-..., --1 I ~<l:i I I ----~£-----_J I ~~I I I L.c_ --1 I I I i---- 1 L ___ _ I _,I @) Ill! x- i ~I 16 1~ T r'll I ~+--tit_ '®'.\ie;_ -s'Lr-d-_ d- , ' I r-~ L----~~~--,--~/--,---/-/,--7,-,-,--~,,,-----,--/~/Y-//--,--/~/,--Y-/-/T;;;~f;,,,.--.,A, L~~SSF / / / / ' / , , ~·, 1 QARTH ST , / / / / / / / / / / / / / / ------1-----1 I VJ I It:; ti I 1------r~:J-----: I 9;1 '-..., --------2@---__ _J I 2E I I I ////~~I 54'RCP @JSSF --11-.----------+---,,---I ri~E~----=i: I r-+ H¥-YRAJE --I I I VJ,_ I I I I (:;/:.: I 1 I I <CJ I I l -I --';;::--I I I I ff~ I I 2 @\ l L-~---1 I 5: ~! I L.c_ --1 I I " ri i I I I 3 I l I ' I I I I ' I I ' I I I " Ul 4 5 I I I : I l I I I I l I l I : I : I : I~ I l I @ 7 I l I ._l,__ ___ --+'--+t1 I ' I I s I l I I I [ I l--l1'---------t1--+111 I I 9 I : I I I I : I ! I I I I I l I 10 I I [ I 1-11e----------' 1 ----n: I I 11 I l I I I l PDRTJDN OF A 293, 041 ACRE TRACT, I I I : DOC. ND, 20 1 9035726, D. R, , A PORT I ON OF SURVEY 135 ABSTRACT 58l, CERT1FrCATE 29, SURVEY 137, ABSTRACT 579, CERTJF[CATE 31 AND SURVEY 139, ABSTRACT 577, CERT IF I CATE 33, SA ID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CO. ,TX, MPM DEVELOPMENT, LP I I 12 I I q I "!I I : I I I I I I I I I I I I I I I I I I I I I I I I I ' I :-J I I~ 13 14 15 16 17 18 I I I I I I I I I I I I I I I I I I I I I I I I I I I I l ______ _J I "' I I ~ I ~--------i I :~ I "'0 I I I I I I ><~ I r§; -----1 SS'DE 55'DE ~~ l--.±0~~1---='--""----i I I I " ~ I I I I 15 I I [ I I J__l ___ _j_ '"ii' I :lO';DE SS~ ft--I --'2'._DLJI - < D ' J> z _, ~ I/) I/) _, < D ' J> z _, ~ I/) (/) _, l 16 I I I ! I ' I I I I I I I I I I ' I I I I I I I I I I I I \q I"! 1~ I l:::i I : I I I I I I I I I I I ' I I I I I I I I I I I 1@ I I I I I I I I I I I ' I I I I I I I I I I I I I gi I - 1u:! 1zj \~ I I I l I I , I I i I I I I I I I ' ' I 1 I I I I I I I I I I 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 ' I @I I I I I I I I I I I I I °'I ~1 I ' T I I I I I I I I I I ' I I I I I I I I ' I I I I I ~I ~1 I I 32@ I I I I I I I I I I I I I 33 34 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 55'DE 55' DE I I I (/) 0 I ~ 0 I 0 0 ' I 0 -1' I -l'l I ~ I -1' 0 I ru D' Ul w UC ' " I I "' " I D " "' I ~ :>- " I !- D I " z r'l " I I I I I I I "' o---'"rn D----[\) c;; "' ~~ D ;<> -r'l "' --j . " "' /'; := --j ,_ "'" " Do CD Zn r'l --j z :>-p ' r'l MATCH LINE nGu STA 4+75 CONTINUED FROM SHEET 17 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M, WELSH, P.E, NO, 36240 OF BASS AND WELSH ENGINEERING, F 52, IT IS NOT TO BE USED FDR CONSTRUCTION OR BIDDING PURPOSES, 0 30' 60' I•• I I SCALE• 1 '= 60' 120' I DWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG, NO 100027-00, TX ENGINEERING REG, NO, F-52, 3054 S, ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD, , TX STORM WATER POLLUTION PREVENTION PLAN PLOT SCALE: -----SCALE (H)1 __l'C_N _y;Wu_EI SOtJH___ SCALE (V): DATE PLOTTED , .. = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGDB AS SWPPP 08068 SHEET 20 OF 33 ru (Y) co ~ I-- WO' wLn :r: + (/) ~ ru 2: <[ DI- D<: (/) U_ r:=1 w Wz ::::l ~ z_J ~ :r: 1-u zl- D<I: U:>: ru w ru .. STA 24, 84, 48 END BOX CULVERT, BEGIN TEMPORARY DITCH, FL 24. 64 STA 24+59. 48 END CS.G LT S. RT, TC ~RT 3330 -1 & RT, TC LT S. RT 33. 30 REMArNDER OF 136. 31 AC. TRACT, DOC. ND. 2016041530, D.R. --~ --~ 'I c -I c AJ f'l < (/) f'l AJ D z n -I / l --+ 1------1 L ______ _ 1------1 L __ l __ _J 'I c -I c AJ 'I z J> -I J> (/) :r: >---' J> I z ~-- r---1 ___ J 1--1 L _ _J 1--T ----I I --i---I 'I c 'l c -I c AJ f'l tD J> f'l I >---< (/) :r: (/) -I L ------------ -I c AJ J f'l L n --~ I ------ f'l Cl J> z f'l (/) -I ~STA 24+59, 48 END CLG LT 5+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 NG 'I c -I c AJ f'l tD J> AJ J> -I :r: f'l D z (/) -I / --+-- 1--T--1 L __ J_ __ _J 1--T -1 L ____ _J --i-- ~--1---1 33+00 34+00 35+00 > > > > > > > > > )>----z -----<C:::::::::==-- 'I c -I c AJ f'l I J> z z (/) -I f'l AJ (/) -I / --+-- 1--T--1 L __ J_ __ _J 1--T -1 L ____ _J FL TEMP DITCH 23. 93 ,--1--1 L--- 36+00 37+00 38+00 'I c -I c Al 'I (/) -I J> AJ 7' (/) -I / --+-- 1--T--1 L __ J_ __ _J 1--T -1 L ____ _J ,--1--1 L __ 39+00 40+00 41+00 'I c -I c Al 'I -I J> AJ C1 J> Al -< f'l z (/) -I REMA[NDER OF 136, 31 AC, TRACT, DOC, ND, 2016041530, 0, R, / --+ 1--T L __ J_ 42+00 43 +00 35 n D z -I :=_;\ ._NG --+--'--'----1--+-. -+--+--' -I----------1------NG ::<:: c J>Z -I c n f'l :r: t::J 30 I 25 " "'-STA 24, S4, 48 END 4' X 6' BOX Cl BEGIN T f-MPDRARY nr-CH, FL 24, 6 20 FL PR LVERT, DPDSED TEMPDF ARY DI -cH @ '07% NG-------------- EXCAVATE THIS AREA FL SEE PLAN & PROFILE b=B' , s= o. on TYPICAL TEMPORARY DITCH SECTION FDR DI TCHC ES) TH IS SHEET (STA 24+59. 48 TD ST A 43+00) NTS --------------- FL p PROFILE -DFFSITE TEMPORARY DRAINAGE CHANNEL 1---------------------+------ RDPDSE l TEMP[ RARY D TCH @ 0, 07% THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' 120' I•• I I I SCALE' 1 ·~ 60' -----L_ ____ -----1----- DWN. CHK. ---- 30 25 FL D!T( H 23, 37_/ 20 BASS & WELSH ENGINEERING ID >---< z z f'l 'I D (/)I -I I J>D :;::: -J>. ~ wz + C1 0 0 (/) :r: f'l f'l -I TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 " PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX DFFSITE DRAINAGE PLAN AND PROFILE PLOT SCALE: 1. =60' SCALE (H), SAME COM. NO. OS DR1 WEISt:J SCALE (V)' NONE JOB NO. 18068 DATE PLOTTED 02/18/20 SHEET _n_ OF ____;1l__ 1-w w :r: (/) 0 (/) 0 ::::J + D (Y) ~ .q- > <'.[ wl- 0:'. (/) [)_ ::>::w Dz O:'. ~ LL _J l=1 :r: WU ::::J 1-z <'.[ ::::J ::>:: 1-z D LJ 43+00 35 I REMA[NDER OF 136. 31 AC. TRACT, : DOC. ND. 2016041530, D.R. ----------------------~----------------,---------------~--~ ---------------------------~---------------~----------------f--------I /I'' I / I --------~---------------~-----l /I'' l /I' I / I ' \ / I I /"-1, /' I /I'-/ /I, I /I' I /I'-I / , I /I I /I'-I / , I /I' /I'-I /I I /I' I /I'-I / ' I / I ' I / I / ' I /I ' I / I ' I / I ' / I I / I ' / , / I ' / ' I / I / I ' I / I ' I / I ' I / I ' I / I , I / I ', I // I ' I // I ', I / I ', I // I ' I // I '-I / I ', I / I ' I // I ' ~-1-~ / I ' I / I ' I / I ' ~ _1_ ~ / I '' ~ _1_ ~ / I ' ,,-' / I ' ~-'-~ / I ', ~--~, // I ' "' ', / I ,/"' ',/ I /'/ "< I ' ,/ "' '-I '/ ,/ / ' I ',/"' '-/ I '/ < / "-I \ I \ I / '-I // \ I I \ I / \ I I \ _J / \ I I \ _l__ ( \ _____ _)_______ / \ -------t-------~ ~-------I I I ____ -l-______ I ~------I --------\ r---I ---{ f-I \ I I ---1 r----I ---{ I I I I I I I I \ I I \ I I \ I I \ I I \ I I ' I I \ /I : \\ I I \" /I : \" / 1 I "\ 1/ : '\I ( __________ __!__ _ ________ ') ( _ ---------~------------_) (_ ___________ \___ --------1 !------------+----------1 ! ------------~ -------! I I I I I I I I I I I I I I I I I I I I I I I I 'l I I I 'l I I I I I I I I I I I I c:: I I I c:: I I I I I I I I I I I 1 _, 1 I 1---11 I I I I I 'l I I c:: I c:: I I I I I I I I I c I I I ;;o I _____________ l _____________ -1 Al i--------------i I 'l I I I ~ I _____________ ! _____________ -! ___, 1-------------1-------------1 l'l I I l'l I I ------1 ~ r-------------:-------------1 ~ i 1 1 : ~ : : : ~ : : i ~ : : l;;ol I I~: I l--11 I 1 -< I I 1' I I I l'l I I I I I -< I I I z I I I -< I I I ~ I I : ~ : : I ~ I _____________ ! _____________ ~ Vl ~-------------:-------------1 ~ 1------------1 ------~ ~ ~-------------:-------------1 ~ 1-------------1-------------1 F i : I ---1 I I : : : I L I I I p I I I Vl I I I I I I I I I S1 I I I ' I I I ---1 I I I I I I I I I I I I C/l I I I I I I I I I I I I ~ I I : ---1 : : I I _____________ I _____________ ~ ~ _________ ----:--------------i 1------------1 I ~-------------1 _____________ 1 i-------------1--------------i I I I I I I I I n ------1 I : I I I : : : I I I : : : o I I I I I I I I I I I I I I I ~:>: : : : : : : I I : l l : ) l I n D Al t::J > > > > > > > > > )>-----Z-----<~c::==o=- ------------- 6 7 MELVIN ESTATES UNIT 1, V. 68, P. 44, 45 • 46, M. R. 0 30' 60' z J> I I I I I I ) l I / ' __ ! ____________ / , ___________ / ~riit~~~~~::::-~/~~~~';,~-:;~~;;..=~~~~~1 ~-:;_~~~~~~~/~~~--'~,~-~~;:_~~~~~=l~~~=-=~~-~-~-~-~/~----o;;--~-'~~---~--~---~--~---~--~---;;:-~-~-~-;--,---~-~~~--==='='===,-===--=-=,==-=,-==-,===-,=-==,===='='===,:::='='===,===='='==:,:::='='===-===:':'~:,~::'~'~:'::: ~~STA 57+83.39 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ,,,,,,,,,,,,,,,,,,,,,, .- '1 I ' ' ' ' ' ' ' ' ' ' ·-I ~ +----+ I > ' UI I•• I I SCALE' 1 '= 60' 120' I ~ r---1 , , ·~ PC STA 57+40. 43, FL 22, 36 ' , co :>: ~ ~ I . . I RON THRONE DR. ( F~T~R~) ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' rt~ ' ..,, ""--FL DITCH 23. 37 _ , , , , , , , , , , ' ' ' ' ' ' ' ..;,. . ;;;;;: ' ' ' ~(/) ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' / " . ~ I " ' I " Y1 ' '.2:;;; >---------, ,------------i------------" (----------: "1 ( 1 I [ 11 : i : f1, ' ~-!>. I I I I I I I I II I I I I I I.,, I c'f I I I I I I I I I I I I I I~!'-' (/) 0 (/) 0 I l'l l'l --1 I I 1 I I : I I I I 'l I 1 :;:r- ' I 1 I S I I w _________ J ~ L------------1 D l'- 1 l'l I I I I I I ~ I I I ,--I I I ,--I I -< I I I VJ L-------------1 ---NG ------------ I ' ' ' I ' T I ' 8 TIARA LN C EXISTING) THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. --------! ___, I I I I I I I I -------F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 44+00 45+00 46+00 47+00 48+00 49+00 50+00 EXCAVATE THIS AREA FL SEE PLAN • PRDF[LE-.., b=l 2' , S= 0. 071: 2 TYPICAL TEMPORARY DITCH SECTION FDR DITCHCES) THIS SHEET CSTA 43+00 TD STA 62+25) NTS 51+00 52+00 53+00 54+00 55+00 ' I I I I I I I I I i' + ' I L----------------------1 I I I 1 I I I I I 1 I I I I -< ' I L------------~1 -------1 I I I I I '-,g "' i'-ru l ' 56+00 D I I I i'~.I ' 57+00 ' MATCH LINE STA 62+25 CDNTUNUED ON FOLLOWING SHEET 58+00 59+00 DWN. CHK. PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX DFFSITE DRAINAGE PLAN AND PROFILE N WEI SH 60+00 PLOT SCALE: SCALE (H)' SCALE M' DATE PLOTTED 1 r =60' SA~E NONE 02118/20 61+00 COM. NO. JOB NO. OS DR2 18068 SHEET 22 OF ____JL 62+00 n D z --1 35 :s: c ~ DZ ------------------------------------------------------------1-------_N~ --r----------r---------_.__ -----------------------g ~ --------------------------i-~G __ 301------+------l----+-----f---+----+---+----+---+----+---+----+---+----+---+-----+---l------+------11------+-----f---+----+---+----+---+------=t==-==-=~'!=-=~~~~~-+-~~dc----+---_~~+--~=-=-+--===-==-=\=-'~~-+--~~~-~-±c=-='-30 r-o --f- 25t-----+-----+------t----+-----+------+---+----+----+---+----+----+---+-----+----+---t-----+-----+------tt-----+-----+------t---+----+------+---+----+----+---+-----+----+---t-----+-----+----t-----+-----+------t---<25 "'-FL Din H 23. 37 FL PROPOSED TEMPOF ARY DI CH @ I 07% L PROPOSED T :MPORAF Y DITCH @ 0. ( 7% PROFILE -DFFSITE TEMPORARY DRAINAGE CHANNEL ~z z l'l 'l D (/)' ---1 ' DD :;:::: O'~ ruz + Cl ru Ul (/) I 'l 'l --1 I I I _J I I I ----1 I I I _ _j I I I _ _J I I- w w :r: (/) Ln (/) ru ::::J + Dru ~UJ ><[ WI- (}:'. (/) ()__ L.: w Dz (}:'. ~ Le_ _J r=i :r: WU ::::J I- z <[ ::::J L.: I-z D u 'I c -I c Al 'I -I c I I -< 35 30 (/) -I -- 25 CDNTUNUED FROM PREVIOUS SHEET MATCH LINE STA 62+25 ® MELVCN ESTATES UNIT 68, P. 44, 45 &. 46, I LJ V. ''I· R. TRACT 55 > > > > > > >> ))>------z----<===~ ------1 I I I I : I r------1 I I I I L ______ I I I I I I STA 64+02121 PC, FL 21, 67 I I -I -----1 I I I I I I ,-----1 I I I I L ______ I I "' w + D 10 'I c -I c Al l'l n ]> (/) -I I l'l td I ]> n 7' Al t::J " ,. + D 63+00 64+00 -----1------NG -----,__ - 2 WM. ROBERTSON FARM TRACTS, V. 3, P. 31, 3 M. R., WES BEVLY, I I I, ET AL, DOC. ND. FL 22, 02 2005045722, 0. R. , BALANCE OF 185 AC TRACT 4 I I I I I I I I I I I I I I I I I 1 I 1 1 I I I I I I I I I I I I I I STA 176+80 BEG[N TEMPORAR~Y 4• I 1, I I I TH1QK RIC CHANNEL LINI G, I I I I I I I I b=6'1, 2, 1 SIDES, TD A L VEL I I TRACT 48 WM. ROBERTSON FARM TRACTS, V. 3, P. 31, M. R., WES BEVLY, IC[, ET AL, DOC. ND. 2005045722, D. R., BALANCE OF 185 AC TRACT I I I I I I 5' ABOVE FL DITCH AND I I I I I I I I I 1' A*OVE TOP OF BOX CULV[RT I I I I I I I I I )~-....._; j FLODDWAY/DRAINAGE EASEMENT I I I I I I I I I I I I I I I i ~,,/ " ~ ~ ~ ~ \ l L _J J__ J_ _l L J_ L _l ____ l ____ l ____ L ___ --~ \ j__ J_ __ ---___ --------------STA77+00BEGINPRDP6'X ~ --------STA 76+50, 43 B' R/C BOX CULVERT, FL 15. 5 64 +45 .18 _ u u E s1 RIENNE c; 3 +00 + + ,~-l \ + + + + ~~i"":-" -......... Jo, \ 1---1-~'-/---......__/)< \ 65+00 PROP, 6' X 8' R/C BOX CUL VERT §I 4, 12% l-----i-----1 1-----:-----1 I " --- I : : ~ I I I ~ I 1 1 ~ --\ -,.,, ~ ~------: -----: ~ ~------: -----~ ~ : : : \ \ ,---------1 ST f 64+88, 15 PC, FL 21, 50 I 1-----1-----1 I I I -~ I I l ______ --j I I I -ci c -I c:: Al l'l t::J D z t::J D Al Al D z (/) -I I I I 1------+------1 I I I 65+00 66+00 67+00 68+00 -----f----------f-------------------------- 'I c -I c Al l'l ::;;: I I (/) I I Pi I I I \ \ i ~ l_I ---t---1----1~----1 7 -~ D Al ::;;: D z -I (/) -I NG 69+00 I---------- 70+00 71+00 ------------------ J:! ~ I I II \ (/) -I --- 72+00 ----1----- 73+00 ----~ 74+00 ~ ]> z 'I (/) -I -- 75+00 STA 7 THlCK lo=6', ABOVE OF BO APPROX. -----r----- 2: 1 SIDE SLOPES ALL AROUND ALL CONCRETE 4" THICK REINFORCED WITH #3 BARS AT 18" OCEW THROUGHOUT FL -SEE PLAN TYPICAL R/C LINED CHANNEL SECTION BEGINNING STA 76+80 AND ENDING STA 77+16 NTS 76+00 77+00 78+00 +BO BEGIN EMPORARY 4 R/C CHANN L UNJNG, 21 1 SIDES, TD A LEVEL 5' FL DJTCH A JD l' ABOVE DP CULVERT. L DITCH 19. 12~ FlLL LINE - ~ 79+00 30• 80+00 -----• FL p OPDSEI TEMPO ~ARY D TCH §I 0, 2% --------NG ---- WATER SURFACE ON DAY SURVEYED <EL 0, 9' +/-) SOUTH BANK OF OSO CREEK 81+00 82+00 35 30 25 I· ---.....,~ "-_FL DITCH 22. O~ • I ~ !'--. 20 20 15 10 5 0 ---N~--------------- EXCAVATE THIS AREA FL SEE PLAN ~ PRDFJLE b=6' , S= 0. 2%' 2 TYPICAL TEMPORARY DITCH SECTION FDR DI TCHC ES) TH IS SHEET CST A 62+25 TD STA 76+8J) NTS FL PR PROFILE -OFFSITE TEMPORARY DRAINAGE CHANNEL POSED TEMPDR 1RY DI CH @ 0 2% IL DlTCH 19. v f'..._ TA 77+00 BE ' RIC BOX Cl ~ PROPOSED 6' X B' BOX I CULVERT '-" v "' ~ PRDVJDE 7 EACH 1' DIAMETER VERTJCAL STEEL REBARS AT 4' CLEAR OF INFLOW END OF CULVERT. GROUT IN PLACE, 12' DC PRDVJDE 1 EACH 1' DIAMETER HDRJZDNTAL STEEL REBAR AT NORTH FACE OF VERTl CAL REBARS, GROUT 1 N PLACE. NOTE: USE THIS DETAIL AT DRAINAGE FLOW ENTRY INTO 6' X 8' BOX CULVERT AT OFFSlTE DRAlNAGE STATlDN 77+00 CTHlS SHEET), DETAIL -REBAR INSTALLATION AT DRAINAGE ENTRY INTO PROPOSED 6' X 8' BOX CULVERT NTS GJN PROP 6' LVERT, FL 1 .. I ~ ~ ", ~ ' ,,,C' ..... 12/\t ~ , I ~', ~\ . ~"<Op ~ ~.5/ ~ ~ U( vc D, ,\" e, R1 @ ~ 1, , ~ ~ TA 76+80 BE Gl N TEMPDRI RY 4' HICK R/C C HANNEL LINI NG, ==6', 21 1 S' DES, TD A L EVEL ' ABOVE FL! OF TEMPDRI RY lTCH AND BC X CULVERT THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE' 1·= 60' 120' I DWN. CHK. ' ' ~ ', ~ 15 )/(' • .au,\" ~ ~ 10 ~ \ \ ....._ ~ \ ~ \ \ I / ' STA 80+40 FL 1. 5 _/ ,/ < 45~ BEND), WATER SUR DAY SURVE STA 80+77. 44 END BOX CULVERT, FL 0. 90 BASS & WELSH ENGINEERING 5 0 FACE ON YED, 0. 9 TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST I, NUECES CO, , TX DFFSITE DRAINAGE PLAN AND PROFILE PLOT SCALE: 1 • =60' SCALE (H): ~SA~ME __ SCALE (V): ~NO~NE __ DATE PLOTTED 02/18/20 COM. NO. OS DR2 JOB NO. 18068 SHEET __lJ_ OF ____JL N WEI SH ””” u (Ty pl • ~ Fz'~' ~ -ii. -o_ ~ " ~ s r Per-missible Const Jt (Ty pl 2" <Typ l --o_ ro " ~ ~ 6" <Typ l TYPICAL SECTION 3" Chamfer- (See GENERAL NOTES} --~'I u ' ' u - - Fz Const Jt (Ty pl SECTION THAU CURB Gr-ode S I ope l Bors K -- Length of Box 1 '-011f4' \.21 Ba~s B -Top & Bottom SI ab ..--BOIS c -Top Slab Bars D -Bottom Slab I '-0" GJ BOIS Fz- lttt:-tt-+-ttH-tt-+-rH+-+-tt-++-TI ,ft-lt-t-tt-t-tt--+H--tHHtHI-,~ -. ft--ll-+-lf--1-+t-+++--t+--tt-llt--++ - llt-11 r 11-1 u1111 t 1r 111 1-1 - 301s F 1 -Top Slab Only-J PLAN OF REINF STEEL "Y" ~[L (J) ---x n x -' 0 I. I -2 -~ "Y" BARS c BARS D ' 9" ' 6" 3" n G:_ BARS K -•4 <Spa ' 1 ' -0" Moxl (Length ' 4'-3") CD O" min to 5' -0" max. Estimcited curb heights are shown elsewhere in the plans. For structures with pe,jest1ian 1ai I, bicycle 1ai I 01 curbs tal lei than 1' -0", 1efe1 to ECO standard. For structures with T6 bridge 1oi I, 1efe1 to T6-Cf~ standard. For structures with traffic 1ai I, other than T6, 1efe1 to RAC standard. @For vehicle safety, the fol lowing 1equi1ements must be met: -For structures without bridge 1ai I, curbs shol I project no mor-e than 3" above finished gr-ode. -For-str-uctur-es with br-i dge r-o i I , curbs sha I I be f I ush with finished gr-ode. Cur-b heights shal I be reduced, if necessary, to meet the above r-equir-ements. No changes wi 11 be made in quantities and no odd it i ona I compensation w i I I be a I I owed for-this wor-k. @)For-curbs less than 1' -0" high, ti It bor-s Kor-reduce bar- height os necessary to mo into in cover-. For-curbs I ess than 3" high, bor-s K may be omitted. @1'-0" typical. 2'-0" when RAC standard is r-efer-r-ed to elsewhere in the plans. Deformed welded wire r-einfor-cement (WWRl meeting the requirements of ASTM A1064 may be used to replace conventional r-einfor-cement shown at the Contractor's option. The area of r-equ ired re i nfor-cement may be reduced by the r-otio of 60 ksi I 70 ksi. Spacing of WWR is I imited to 4" Min and 18" Mox. When required, provide lap splices in the WWR of the same length required for-the equivalent bar-size, rounded up for- wir-e sizes between conventional bar-sizes. Example Conversion: Replacement of No. 6 Gr-60 at 6" Spacing with WWR. WWR required= (0.44 sq in/ 0.5') x (60 ksi/70 ksil = 0. 754 sq in/ft. If D30.6 wir-e is used to meet the 0. 754 sq in/ft requirement in this example, the required spacing = CO. 306 sq in/ 0. 754 sq in/ftl x 12 in/ft = 4. 87" Max spacing. Required lop length for-the provided D30.6 wir-e is 2' -2" (Lop required for-uncoated No. 5 bor-s, as shown in Item 440). GENERAL NOTES: Designed accor-ding to AASHTO LRFD Specifications. Designed to the maxi mum f i I I height shoNn. A I I r-e i nfor-c i ng stee I sha I I be Gr-ode 60. A I I concr-ete sha I I ::ie C I ass 11 C 11 with these exceptions: use Class 11 S 11 for-top slabs :::if culver-ts with over-lay, with 1-to-2 cour-se sur-face tr-eatment, 01 with the top slab as the final r-iding sur-face. C I ass 11 C 11 caner-etc sha I I have a mini mum compr-css i vc str-ength of 3, 600 psi. Class 11 S 11 concr-ete shal I have a minimum compr-essive str-ength of 4,000 psi. The use of per-manent for-ms is not a I I owed. The bottom edge of the top s I ab sha I I be chamfer-ed 3' at the entr-ance. Relnfor-cing bar-s shal I be adjusted to p~ovide a minimum of 1 1/4 11 clear-cover-. Constr-uction joints shown at the flow I ine may be r-aised a maximum of 6 11 at the Contr-actor-'s option. If this option is used, Bar-s E may be cut off 01 r-aised, and Bar-s C and D may be r-ever-sed. See standar-d SCC-MD for-skewed ends, angle sections and I cngthcn i ng dcta i Is. HL 93 LOAD I NG SHEET 1 OF 2 ......... =.. I 111xas Depal'tment of »ansportatlan Sfandanl SINGLE BOX CULVERTS CAST-IN-PLACE O' TO 30' FILL SCC-5 & 6 Fll.E: scc56ste.dgn DN: GAF cc: LJtW IDw:BWH/TxDCTlcc: GAF ©rxDOT February 2010 CQliT SECT HIGHWAY REVISIDNS 10-12: AOded WWR COUliTY SHEET Nil. ASS AND WELSH ENGINEERING TX REGISTRATION NO. F-52, 3054 S. ALAMEDA STREET CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT I CORPUS CHRISTI, NUECES CO., TX TXDOT SINGLE BOX CULVERTS CAST -IN PLACE SCC-5 & 6 1" ~ 60" BOK CULV DET PLOT SCALE: TXDOT 5-6" CIP ~" AS SHOWN COM. ~o. SCALE (H): 18068 SCALE (V): AS SHOWN "'' '' CHK. N_ WELSH DATE PLOTTED 02/18/20 SHEET 25 Oc " u 0 (Ty pl s Permissible Const Jt u (Typ) F2 J\ ,--E 2" <Typ l 6" ~~-ti'll,,--c <Typ l I rt• i:=• ~F 2 I , E~, j '~ Const Jt (Ty pl TYPICAL SECTION I -0 ©.I · 3" Chamfer (See GENERAL NOTES} ? SECTION THRU CURB Grode S I ope l Bors K -- Length of Box 1 ' -0 "@ Ba1s B -Top & Bottom SI ab - -Bars C -Top SI ab Bars D -Bottom Slab I '-0" @ Bors Fz- 1-c -----c-c -------------1----"!<---+- ~++-ll+Hl-++t-tt-+-*+-H--t\ 1 \t-tt+ititit-tttiHtiHtil--ttl H-~ ~.ff-+-11+-H--+++-++-+-ll-Hl--H \ ft-11-H-til--ttt-fHHtHt-j!I r llt-11t 11-1n1111t1r 11t 11 ---- Bars F 1 -Top Slab Only-J PLAN OF REINF STEEL "Y" ' 9" ' 6" ~[L (J) 3" , , -4 x ~ x , ' 0 I. I , 2 G:_ -~ "Y" BARS c BARS D BARS K , •4 <Spa = 1 • -a " Moxl (Length " 4'-3") CD O" min to 5' -0" max. Estimated curb heights ore shown elsewhere in the plans. For structures with pedestrian roi I, bicycle roi I or curbs to I I er than 1' -0", refer to ECO standard. For structures with T6 bridge roi I, refer to T6-CM standard. For structures with traffic roi I, other than T6, refer to RAC standard. @For vehicle safety, the fol lowing requirements must be met: -For structures without bridge roi I, curbs shol I project no more than 3" above finished grade. -For structures with bridge roi I, curbs shol I be flush with finished grade. Curb heights shol I be reduced, if necessary, to meet the above requirements. No changes wi 11 be mode in quantities and no odd it i ono I compensot ion w i I I be a I I owed for th i s work. @)For curbs less than 1' -0" high, ti It bars Kor reduce bar height as necessary to mo into in cover. For curbs I ess than 3" high, bars K may be omitted. @1'-0" typical. 2'-0" when RAC standard is referred to elsewhere in the plans. Deformed welded wire reinforcement (WWRl meeting the requirements of ASTM A1064 may be used to replace conventional reinforcement shown at the Contractor's option. The area of required reinforcement may be reduced by the ratio of 60 ksi I 70 ksi. Spacing of WWR is I imited to 4" Min and 18" Mox. When required, provide lop splices in the WWR of the some length required for the equivalent bar size, rounded up for wire sizes between conventional bar sizes. Example Conversion: Replacement of No. 6 Gr 60 at 6" Spacing with WWR. WWR required= (0.44 sq in/ 0.5') x (60 ksi/70 ksil = 0. 754 sq in/ft. If 030.6 wire is used to meet the 0. 754 sq in/ft requirement in this example, the required spacing = CO. 306 sq in/ 0. 754 sq in/ftl x 12 in/ft = 4. 87" Mox spacing. Required lop length for the provided 030.6 wire is 2' -2" (Lop required for uncoated No. 5 bars, as shown in Item 440). GENERAL NOTES: Designed according to AASHTO LRFD Specifications. Designed to the maxi mum f i I I height shown. A I I reinforcing stee I sho I I be Grode 60. A I I conc1ete sha I I be C I ass 11 C 11 with these except i ans: use C I ass 11 S 11 fol top s I abs of cu I ve1ts with over-lay, with 1-to-2 cou1se su1face t1eatment, 01 with the top slab as the final 1iding su1face. C I ass 11 C 11 conc1ete sha I I have a mini mum comp1ess i ve st1ength of 3, 600 psi. Class 11 S 11 conc1ete shal I have a minimum comp1essive st1ength of 4,000 psi. The use of permanent for-ms is not a I I owed. The bottom edge of the top s I ab sha I I be chamfe1ed 3 11 at the entrance. Reinfo1cing bo1s shal I be adjusted to p1ovide a mini mum of 1 1 /4 " c I ear-cover-. Const1uction joints shown at the flow I ine may be 1aised a maximum of 6 11 at the Cont1acto1 1 s option. If this option is used, Bois E may be cut off 01 1aised, and Bois C and 0 may be 1eve1sed. See standa1d SCC-MD fol skewed ends, angle sections and I engthen i ng deta i Is. HL93 LOADING SHEET l OF 2 .......... =.. I 111ras Department of »ansportatlan Sfandanl SINGLE BOX CULVERTS CAST-IN-PLACE O' TO 30' FILL SCC-8 Fll.E: sccfJBste.dgn DN: GAF cc: LJtW low:BWHJTxDOTlcK: GAF ©TxDOT February 2010 CQliT SECT HIGHWAY REVIS/DRS 10-12: AOded WWR COUliTY SHEE'T Nil. ASS AND WELSH ENGINEERING TX REGISTRATION NO. F-52, 3054 S. ALA.MEDA STREET CORPUS CHRISTI, TEXAS 78404 DWN. CHK. PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., TX TXDOT SINGLE BOX CULVERTS CAST-IN PLACE SCC-8 1" = oo' BOX CULV DEr PLOT SCALE: TXDOT B" CIP AS SHOWN COM. ~o. SCALE (H): "'' ~o. 18068 SCALE (V): AS SHOWN N. WELSH DATE PLOTTED 02/18/20 SHEET 2]__ OF " L 0 -0 j u • c • 2" CTypl • s u BOIS Fz ~ Eq Spa (Typ) ,---M (Typ) I ' 2" ( Typ l 6" ~+----+----te ' ~ ·' '\.._E ' ' ' E D TYPICAL SECTION a_I® ~ >-> = x (Roadway --=> I ~ ~ o CD ~-;-,-+--T - K-- H 3" Chamfer <See GENERAL ~,.Wlf ~ g ' w -~ NOT ES l ------'L-,:1'----S'-'--~ SECTION THRU CURB ' Gr-ode S I ope l x Length of Box ,---,-Bars F2 (Top & Bottl ' -1------- I '-0" @ Bors D-~#=FicFo#=ofi=ci-J~lFo#clt-ttl Bal s B I -ti'ictt#'o#± r ; . ' BOIS H <Topl ltt-tt-1-H-tt--tt---lf-tittttl BOIS E--H'f='1=f't'f'ft-'lt=>~'-#cf!fftt1 l ~r---_t;8ars Z / c ' ' ; ,_ ( Bott om ) -+1-+11-1-1-1-1 j __ ---~-~.-----~~ --------r i---i---i--- -I ++-_+H_++ --_-++-, _-11-j[F-clf-_+l'-f+N, _ _ - ' I '-Bors F:;> ) ' . ,---Bois F2 VJ i--------,,,,,--------i----- l ~r---j __ --- ' I - - -I-------- - I ' . ~~-Bors E = I (Topl , Bors B t[t;j:j"IJ;;tt'!;l:;t~~tJ:t = I ( Bott om l I Bors c --- ' ' Bars D ~;__,,~ BOIS Fz I '--Bars F1 <Bottom) 6' -1 " I BARS C BOTTOM SLAB TOP SLAB ~[L I . 6' I I BARS D PART PLANS H Bar Dimensions "X" "Y" 4'-0" 4 1 -6 11 2'-3" 5'-0" 5'-6" 2'-3" 6 1 -0" 6 1 -6" 2' -3" 7'-0" 7'-6" 2'-3" 8'-0" 8 1 -6 11 2 1 -8 11 -- x -3" H :[LJ BARS Z BARS Y ' 9" ' 6" BARS K -•4 CSpa = 1 '-0" Moxl (Length= 4'-3"l CD O" min to 5' -0" max. Estimated curb heights are shown elsewhere in the plans. For structures with pedestrian rai I, bicycle rai I or curbs taller than 1' -0", refer to ECO standard. For structures with T6 bridge roi I, refer to T6-CM standard. For structures with traffic rai I, other than T6, refer to RAC standard. For vehicle safety, -the fol lowing requirements must be met: -For structures without bridge rai I, curbs shol I project no more than 3" above finished grade. -For structures with bridge roi I, curbs shal I be flush with finished grade. Curb heights shal I be reduced, if necessary, to meet the above requirements. No changes wi 11 be made in quantities and no odd it i ona I compensation w i I I be a I I owed for this work. For curbs less than 1' -0" high, ti It bars Kor reduce bar height as necessary to mo into in cover. For curbs I ess than 3" high, bars K may be omitted. @1'-0" typical. 2'-0" when RAC standard is referred to elsewhere in the plans. Deformed welded wire reinforcement (WWRl meeting the requirements of ASTM A1064 may be used to replace conventional reinforcement shown at the Contractor's option. The area of required reinforcement may be reduced by the ratio of 60 ksi I 70 ksi. Spacing of WWR is I imited to 4" Min and 18" Mox. When required, provide lap splices in the WWR of the same length required for the equivalent bar size, rounded up for wire sizes between conventional bar sizes . Example Conversion: ReplocemenT of No. 6 Gr 60 at 6" Spacing with WWR. WWR required= (0.44 sq in/ 0.5'l x C60 ksi/70 ksil = 0. 754 sq in/ft. If 030.6 wire is used to meet The 0. 754 sq in/ft requirement in this example, the required spacing = CO. 306 sq in/ 0. 754 sq in/ft) x 12 in/ft = 4. 87" Max spacing. Required lop length for the provided 030.6 wire is 2' -2" Clop required for uncoated No. 5 bars, as shown in Item 440). GENERAL NOTES: Designed according to AASHTO LRFD Specifications. Designed to the maxi mum f i I I height shown. A I I reinforcing stee I sho I I be Grade 60. A I I concrete sha I I be C I ass "C" with these exceptions: use Class "S" for top slabs of culverts with overlay, with 1-to-2 course surface treatment, or with the top slob as the final riding surface. C I ass "C" concrete sha I I hove o mini mum compressive strength of 3, 600 psi. Class "S" concrete shol I have o minimum compressive strength of 4,000 psi. The use of permanent forms is not o I I owed. The bottom edge of the top s I ob sho I I be chamfered 3" at the entrance. Reinforcing bars shal I be adjusted to provide a mini mum of 1 1/4 " c I ear cover. Construction joints shown at the flow I ine may be raised a maximum of 6" at the Contractor's option. If this option is used, Bars M may be cut off or raised, Bars C and D may be reversed, and Bars Y and Z may be reversed. See standard MC-MD for skewed ends, angle sections and I engthen i ng deta i Is. HL 93 LOAD I NG SHEET J OF 2 ......... =.. I 111ras Department of »ansportatlan Sfandanl MULTIPLE BOX CULVERTS CAST-IN-PLACE 8'-0" SPAN O' TO 13' FILL MC-8-13 F11.E: mcBI3ste.rJgn DN: GAF cc: LJtW lmr:BWH/TxDOTlcK: GAF ©rxDOT February 2010 HIGHWAY llEVISIDNS 10-12: AOded WWR COUlil'Y SHEE'T Nil. e-----------------------------------------------------------------------------------------------------------+----~BASS AND WELSH ENGINEERING DWN. CHK. TX REGISTRATION NO. F-52, 3054 S. ALA.MEDA STREET CORPUS CHRISTI, TEXAS 78404 N. WELSH PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., TX TXDOT MULTIPLE BOX CULVERTS, CAST -IN PLACE, MC-8-13 PLOT SCALE: SCALE (H): SCALE (V): 1" = 60' AS SHOWN COM. NO. JOB NO. BOX CULV DEr TXDOT MC-8-13 18068 DATE PLOTTED AS SHOWN 02/18/20 SHEET 29 OF JJ TABLE OF DIMENSIONS & REINFORCING STEEL <Winos for One Structure Endl Dimensions Variable Reinforcing Estimated@ Quantities per ft Estimated Quantities per ft of Toewa I I <1-Toewol I l TABLE OF WINGWALL REINFORCING <2,Wings> Boe Size No, 5po DI •6 1 I -0 II •6 1 ' -0 " 90' WING DIMENSION CALCULATIONS: Hw Lw For-mu las: <Al I values are in Feet) =H+T+C = (HW) (SL) : Cosine -e-for Ty PW-1 = <Hw -1' l <SLl +Cosine -e-for Ty PW-2 and Hw '.:".: 4' (i) 0 0 Skew Ang I e = 0° At di schorge end, chamfer may be :Y4 ". Maximum Wingwol I Height Hw Bors J1 Bors JZ 0 N of wing (2-Wingsl •4 1 ' -0 " less Skew Angle = <Hw -O. 5' l <SLl +Cosine -e-for Ty PW-2 and Hw < 4' Foe Foe Foe 1 5" 30' 45' Skew -1 " Skew -2" Skew -3" -~ ~· o• ·~ w x y z 2' -6" 2'-10" 10" 1'-O" 2' -9" 2'-10" 10" 1'-O" 3' -0" 2'-10" 10" 1'-O" 3' -3" 2'-10" 10" 1'-O" 3' -6 II 2'-10 11 10 11 1'-0 11 4'-0" 3'-2" 1'-2" 1'-O" 4'-6" 3'-2" 1'-2" 1'-O" 0 N Spa Spa 7" #4 1'-0" +l='1 1'-0" 7" #4 1'-0" #LI 1'-0" 7" #4 1'-0" +>4 1'-0" 7" #4 1'-0" +>4 1'-0" 7 11 it4 1'-0 11 #4 1'-0 11 Re inf (Lb/Ftl 48.64 49. 31 49.98 53.32 53,98 Cone Rei nf Cone (CY/Ftl (Lb/Ftl <CY/Ftl 0.406 6.85 0. 071 0.424 6.85 0. 071 0.444 6.85 0. 071 0.462 6.85 o. or 1 0,480 6,85 0, 071 7'' #4 1'-0'' #4 1'-0'' 55.77 0.532 6.85 0.071 7" #4 1'-0" #4 1'-0" 59.11 0.568 6.85 0.011 ~s "'"'". 5'-0" 3'-9" 1'-7" 1'-2" 7" #4 1'-0" #LI 1'-0" 63.45 0.632 6.96 0.075 0 ~·.-~~~--t-~-~~~~~~-~cr---~t--~~~cct~+~~cT~~~--t-~~~t-~~~~~~i ~:: ~ ,_~5~'~--6~'~' __,_3~' --~9~"r-c1 ~'_-~7~"+c1~'_-_2~'_,' --~7~"r-•~4+1~'_-~o~"+-•~4+1~'~--o~" ,_~6~7_, ~4~6__,_~o_,~6~6~8c+~6~,_9~6~_o~, ~0~7~51 ~ ~ ~ ,_~6_'_-~0_"-+~4_' _-_4~" ~2~'_-_0~'-+' _1~'_-_4~"+--~7_"+-•~5+-1 _' _-O~" f-•-5~1~'_-~0~'_,' ~8~0~,~6~7-+~0~, ~7~3~0+-_7~,~0~7-+_0~,~0~7~8-l ~~E 6'-6" 4'-4" 2'-0" 1'-4" 7" :1+5 1'-0" +1=5 1'-0" 85.05 0. 768 7.07 0.078 ~?1--~~~--t-~-=r-c~~~~-~cr---=t--~~~cct~+~~cT~~~--t-~~~t-~~~~~~i -~.;:: 7'-0" 5'-O" 2'-3" 1'-9" 8" #5 1'-0" #5 1'-0" 92.15 0.864 8.07 0.093 ~"'-1--~~~-+~-~1--~--+~---+---~+---i~--+--+~--+----+---+----+---i ~ RE ,__7_'_-_6~'-' -+5~' --~O_"c-=2_'_-~3_"+-1_'_-~9~'_,' --~8_"+-•~5-+-1_'_-~0_"+-•~5+1_'_-_0~" ,_~9~6~, ~5_4-+~0~,~9~0~2~~8~,_0~7-+_0~, ~0~9~3. ~:n"5 8'-0" 5'-6" 2'-8" 1'-10" 8" #5 6" +>5 6" 139.04 0.962 8.13 0.095 ~ ~ ~ .-~s~'~-~6~'~' --t-5~' -_ ~6~" r-c,~, --~s~"+c1~,---1~0~,-i, --~s~"r--•~5-+--~6~"+-•~5+--6=" <c-1 ~4~4-, ~4~7--t-~1-,~o~o~oc+~s~,-1~3~-o~, ~o~9~51 ct~ :n :==9='=-=6='=' =:6==, =-==0="::2='=-=1=0=":=2='=-==2=':' =====g==,:=•=5:====6=":=•=5=:===6==,:=1 =5=6=, =9=3=:=1=,=1=3=5====8=,=4=1=:=0==, =1 =1 =o: gi~~ 10'-6" 6'-5" 3'-O" 2'-5" 9" #6 6" #5 6" 196.27 1.234 8.57 0.117 ·-~E~~~~--t-~-=C-c~~~~-~-t--~=t--~-~cct~+-~cT~~~--t-~~~t-~~~~~=i ~111111 11'-6" 7'-2" 3'-6" 2'-8" 11" #6 6" #6 6" 230.13 1.438 9.52 0.140 ~~~~~~~-+~-=r-c~~-+~~~-t-~-=+-~-~-+~+-~cT=~~-+~~~r-~~-+~~~1 ·i5,1-0 12'-6" 7'-8" 3'-9" 2'-11" 1'-O" #7 6" +>6 6" 283.41 1.592 9.74 0.157 ~g~ 1---1-3~' --6~'~' -+-8~,-_-2cl" -4~,---0~"+--3~' --2~"+-1~' ---2-,cl, -,-8-+--6-,cl, -,-6+---6~" ,_3_4_8_,_7_2-+-1-,_8_0_4-+--1-0,-0-2-+-0-, -1-86--l "' ~ "5 ~1-4~,--~6~'~' --t-8~' --~1 ~0~"1--4~' --~5~"cec3~,--~5~,-l, -1~'~--4=,t--.~9-+--~6~"+-•~6T--6=" i-c4~3~2-, ~9~4--t-~2-,~0~4~6ci--1~0~,~3~0~-0~, ~2~1 ~81 • ··~~~~1--~~-+~~~+c~---j~~~-+~-+--~+-~l---=i-c~~~1--~~c+~~~+-~~~ ' . Ill..:'-15'-6" 9'-6" 4'-10" 3'-8" 1'-6" #9 6" #7 6" 489.52 2.302 11.24 0.253 ~-->-~-~-+~-~1---~-+~-~+--~+-~-~-+--+--~-+~~~-+~~~+-~~-+~~~. F G M1 p v •4 1 ' -0 " •6 8" •4 4 •4 1 ' -0 " •4 1 ' -0 " TABLE OF TOEWALL REINFORCING Boe Size No 5po N + , I •4 •4 •4 2 . 0 N + N 1 ' -0 " 1 ' -0 " ' 1. w -4" ' I 3' -0 .1 BARS Di .. I ,C/G 90" , I ess Skew Angle 3' -0 .1 BARS D2 - 0 N + N ' y + 36" ' ~ I N + , I For Cast-in-place culverts: Ltw = [(N) (S) + <N + 1) (LJ)J +cosine-e- For P1ecast culverts: Ltw = [(N) <2 U + S) + <N -1) <0.5'JJ +cosine-e- Total Wingwal I Area (Two Wings -SF) = (2) (Hwl (LW) for Ty PW-1 = (2) (Hwl (LW) -6 SF for Ty PW-2 and Hw '.:".: 4' = (2) (Hwl (LW) -1. 5 SF for Ty PW-2 and Hw < 4' Hw Lw Ltw N SL: 1 = Height of W i ngwa I I = Length of W i ngwa I I = Cu I vert Toewa I I Length = Number of Culvert Spans = Channel Slope ratio. (Horizontal: Usual value is 2: 1 l = Culvert Skew 1 Vertical, See applicable box culvert standard for s, H, T and U va I ues. ~ - t----Ba11e I 11-f-,._O I """' 16'-0" 9'-11" 5'-O" 3'-11" 1'-7" #9 6" #I 6" 505.12 2.448 11.47 0.279 ... '-'-'--''---'-"--'-"'-'-"~-'-'-'-~"--'-'--~'--'-"-"~-'-'~'"'-~-"-""""'"-'-'-""'"--'-'-"-'-'--'-"""""' ..i:: o '-r .... !'.! ~ BARS JI BARS J2 J.i 1 e i n f --l+I-+ i.---Cu I vert BARS Jl BARS V ~·" ..0 ..i:: .!:;: b·-••• "·~ ~ 0 ... ,. E-0 g, a!! • • ·-~E b Ill ~ ~ ........ b·-0~. ·~~ -0-•o o :E ~ .E -~b ~~• • • . Ill b C( "' b c:: LI.I "' Ill Ill :i;:~eti < "' "' "' _, ..i:: ·-·-b:l 1-b :S ... .!:;: ..... Q ~· ~I , I Lw 3'-0'' Extend Bars G (Typl = N N+---Ii~.~ .=i°il _ .. t==;::i= .. t1:==1=.1t .::i~~ 1--_ _ _ _ 1--____ _ 0 ' . N PARTIAL ELEVATION -PW-1 1 2" ~ J~~G@ x v ,__.fJ~-F ' = y / 1-Const Jt Finished Grade <Roadway SI ope l , I y N 3" ' SL ~ @ =-~ 0 ' , I . N (Field \ Lw Bend as needed. G 68 o @~<';"<f""';; .. •oo;-oo;-;13""1 ~ .. ~ .. ~ .. 1 "--E""x""t""en""~-j--B-o_c_s_G_~, 8 ~fiEJ[j ---- ~' _ *-ff---J"-it--.~ ~ ,.-I~ ~o N I( PARTIAL PW-2 (i) _ -r~-, c U I S I U I I I I , I I I I ' Lw ' I i--+-·-~'-,-Limits of Culvert I /I (.__ 1 Barre I Quantities ! ! ~i-------, ~[t::=~t=":::::::;=,• =I 1====1 /// c-=+==f~ I I J2 N-J-= '='~.:.. • • ~ 0, El~ = M1-N /J' 0 -j---"*""'==--'--:,,--:!,--cf---i-~:1:::: !====:::if----!--~ ~ 2" .\f ___ ....-,.,.;/ L tw Lw ---~ ~--=~--+--~=---! Length of Wings based on SL: 1 s I ope a I ong this I i ne . N ' 8 II N ~-1r.: !"'-E 2 'I Toe of SI ope _ __,, PLAN Lw Wa I Is__... "-.--.--fiJI D 1-~~==\~. ' \___v \ 1 F -, ' F-' Wingwal I Wingwa 11 SECTION c-c ' SECTION C-C Culvert Skew --{ Culvert Skew PLAN of Culvert Quantities ' ~v ~J1 F ' ' I • s , I SECTION Toe of Slope w SECTION A-A B-B (Showing Wing Reinfl (Showing Wing Reinfl DETAILS FOR NON-SKEWED BOX CULVERTS DETAILS FOR SKEWED BOX CULVERTS (Showing 30° Skewl ® ® (i) ® ® ® ® @ @ Quantities shown ore for two Type PW-1 wings. Adjust concrete vo I ume for Type PW-2 wings. To determine estimated quantities for two wings, multiply the tabulated values by Lw. Quantities shown do not include weight of Bors D. Provide weepholes for Hw = 5'-0" and greater. Fi I I around weepho I es with coarse grove I. Extend Bors footing. Ez 1'-6'' minimum into the wingwal I Lap Bars M1 1'-6'' minimum with Bors M2. Bars G equo I I y spaced at 8" shown. Provide at least two wing. maxi mum, p I ace as pair Bors G per O" min to 5' -0" max. Estimated curb heights ore shown elsewhere in the plans. For structures with pedestrian ra i I , bi eye I e ra i I or curbs ta I I er than 1' -0", refer to ECO standard. For structures with T6 bridge rai I, refer to T6-CM standard. For structures with troff i c ro i I , other than T6, refer to RAC standard. For vehicle safety, the fol lowing requirements must be met: -For structures without bridge roi I, curbs cannot project more than 3" above finished grade . -For structures with bridge roi I, bui Id curbs flush with finished grade . Reduce curb heights, if necessary, to meet the above requirements. No changes w i I I be made 1 n quont it i es and no odd it i ono I compensot ion w i I I be a I I owed for this work. 1'-0'' typical. 2'-0'' typical when RAC standard is referenced elsewhere 1n the plans. 3'-0'' for Hw < 4'. 6 11 for Hw < 4'. GENERAL NOTES• Designed 1n accordance with AASHTO LRFD Bridge Design Specifications. Provide Class ''C'' Concrete (f'c = 3,600 psi Min) and Grade 60 reinforcing steel. Provide 1 1/4 11 Min c I ear cover to reinforcing stee I. Depth of toewa I I s fol w i ngwa I I s and cu I ve1ts may be 1educed 01 eliminated when founded on sol id 1ock, when di1ected by the Engineer-. See BCS sheet fol w i ngwa I I type and add it i ona I dimensions and info1mation. The quantities fol conc1ete and 1einfo1cing steel 1esulting f1om the fo1mulas given on this sheet a1e fol the Cont1acto1 1 s info1mation only. DESIGNER NOTES: Type PW-1 can be used fol a I I opp I i cat i ans and must be used if 10 i I i ng is to be mounted to the w i ngwa I I . Type PW-2 can only be used fol applications without a 1a i I i ng mounted to the w i ngwa I I . ........ I -.rs Department of »ansportatlon =.. Sfandanl CONCRETE WINGWALLS WITH PARALLEL WINGS FOR BOX CULVERTS TYPES PW-1 AND PW-2 F11.E: pwstde01.dgn ©rrD(JT February 2010 REVIS/DRS 11-10: Reinforcing auantllles. 01-12: Plf-1 & PW-2. DN: GAF COliT SECT PW cc: CAT IDW: TrD(JT lcK: GAF JOB HIGHWAY COUliTY SHEET NO. ASS AND WELSH ENGINEERING TX REGISTRATION NO. F-52, 3054 S. ALA.MEDA STREET CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., TX TXDOT CONCRETE WINGWALLS W/PARALLEL WINGS FOR BOX CULVERTS, PW-1 & PW-2 DWN. PLOT SCALE: SCALE (H): CHK. N_ WELSH SCALE (V): DATE PLOTTED 1" = 60' AS SHOWN AS SHOWN 02/18/20 PARALLEL COM. NO. WINGWALLS JOB NO. 18068 SHEET .d1__ OF JJ c---End of Rail for Payment 2'-8 ~" 1ou Min -1'-6u Max 10'-0" Max Post Spa (J) c----Face of Abutment Backwa/J 10'-0" Usual and Max Post Spacing EndM;~ HSS i~ ---14® ' ! , i IO" Min i\ ~ I® i ~I turn-downs are omitted i Exp Joint or I : I 12" Max 60° I (use Rail Cap~) ~-c==~. '==-______ s_p_l_ic_e_J_o_in_•_-_-_-_~~!-:_-:_-:_-:_-:_-:_-:_-:_-:_~, -,-~'• ------------~G'----\i----'!----'-----,, ! ,,.,~--~-:::.---r ll--------------t;,---~'··1'1L'-~-J-t,-----------------~,----t, ------~ Concentric I /, ,,,, ;:-~·==~==============;====],:. CD.,=:;=================r===:,j:=====:;=::::i Curves 2'.J--t-J,i!;., //':,C///~ ,,,~,;._; II II ,--, HSS ends-~ open 4" I ;' ' '1 ~----II II ' ' II I II ; I • I ,--, ' ' ' • ~ /""': 1:1 -~-Bars U at 12"(Max) --+---+---! 1---t---+--Bars V at 12''(Max) --- 7 f;," f1 3 Spa I lat6!,j" II s· ' . . • • . • . . . . ' . . . . . • • . . . • • AT ABUTMENTS I' O" Min - 10" -Nomi nal • • f> ' • . . . . ' ' .. ROADWAY ELEVATION OF RAIL ... ... @@ 6" 6" @J@ I ' ' .. . ' ' ' . •• ® ' ' . . ' ' --Exp Joint or Splice Joint as required I Min , i' 110"Min , I I , , I I 12" Max ' I ' , '· ' 1; I __ J I " '" " ' ' . ' II ' ,. . , ' '' ' : II ' . , ' . ' • II ,..--Bars R ' . . . Bars V at 1Z' (Max) . . . I ' ' . ' i---'i.. Intermediate Wall Joint® ' I ](f' Min : 0 I ' I II : ' ' II I ' ' ' Iii· ® I . . .. If forming material is ' left ith in place, plug bottom 6" no w 'ng Cone or slab joint seal1 compound.@) II II :-.---'i. Splice Joint I ' 10'' Min i 12" Max l __ I, I ' , ' ... I ' ' . . , . ., ' ' ' , . ., ' ' . . ' . . . . t ·; · . ·l_.'I_ AT SLAB EXP JTS AT INTERMEDIATE WALL JOINTS AT SPLICE JOINTS CONSTRUCT/ON NOTES: Panel lengths of railing must be attached to a minimum of three posts except on abutment wingwalls. Face of rail, posts and parapet must be vertical transversely unless otherwise approved. Raif posts must be perpendicular to top of adjacent concrete parapet grade. Use Type VIII epoxy mortar under post base plates if gaps larger than Vi 6" exist. For curved railing applications, fabricate the HSS rail to the radius when the radius is 600' or less. Submit shop drawings for approval when tubes are required to be fabricated to a radius. Shop drawings must be submitted to the Engineer for approval. 1" R ~-----~-Face of Rail 1 ~-Sleeve Members--. Round or chamfer exposed edges of HSS rail and HSS rail posts to approximately Vi-6" by grinding. • -' - { 1~6" Dia Holes Typ \- Base PL ..... J,j x 5 x 0'-6 J,j" e 0. (ryp) 2 -%"Dia x 1ou A307 Bolts with one hex nut and washer each 8 '-'-Top of Slab or Sdwlk ON BRIDGE SLAB ' ( • • -• • • 1 J,j" • • (ryp) • 2 J,j" • #4 ' • at • -~ • • • • • • • ' . . 0 ' • • • -. . • • • • • • • • • . ' . . ' ' ON ABUT WING OR C/P RETAINING WALL SECTIONS THRU RAIL 5" 1 ~" Outside Face of parapet BASE PLATE DETAIL Roadway Face of parapet OPTIONAL U BOLT Bars U 2"(Max) 1 -------.---------------------,--------------------- ' ' ' ' ' ' ' c-------------------------------------------------- 1-::::::::::::::: __ ::::~------ ' ' ' ' ' ' -______________________ , ----------------------------- ~--~" Dia Pin (Driving • "' (ryp) Fit) or welded Jug----~ AT SPLICE OR EXP JTS SECTION A-A PIPE SPLICE DETAIL CD Min of 2 posts required on wingwall. 0 Portion of railing with turn-downs to be used or omitted as indicated on Bridge Layout. ® Provide at all interior bents without slab expansion joints. Location independent of HSS rail splices. @ Material used in forming joint may be left in place if it is compressible and light in color such as the following materials: polystyrene, molded cork granules, sponge rubber sheet, etc. I 'ii t----PL ~6 ' I r *a" Dia Drain Hole MATERIAL NOTES: Provide ASTM-A500 Grade B, A1085 or A53 Grade B for all HSS. Provide ASTM-A36 for post and plates. Galvanize afl steel components unless otherwise shown. Anchor bolts must be o/s" Dia ASTM A307 Grade A bolts (or A36 threaded rods with one tack welded hex nut each) with one hex nut and one hardened steel washer at each bolt. Threaded rods may be 0.557" minimum diameter with rolled threads. Nuts must conform to A563 requirements . Provide Class "C" concrete. Provide Class "C" (HPCJ if required elsewhere . Epoxy coat all reinforcing if slab bars are epoxy coated. Provide Grade 60 reinforcing steel . Deformed Welded Wire Reinforcement (WWRJ (ASTM A1064) of equal size and spacing may be substituted for Bars U, and V unless noted otherwise. Provide bar laps, where required, as follows: GENERAL NOTES: Uncoated -#4 = 1'-5" Epoxy coated -#4 = 2'-1" Designed according to AASHTO LRFD Specifications. Do not use this railing on bridges with expansion joints providing more than 5" movement . Raif anchorage details shown on this standard may require modification for select structure types. See appropriate details elsewhere in plans for these modifications. For all rails, submit erection drawings showing section lengths, splice locations, rail post spacing and anchor bolt setting for approval . Average weight of railing: 102 pit -Cone (with no Overlay) 23 pit -Steel Cover dimensions are clear dimensions, unless noted otherwise. Reinforcing bar dimensions shown are out-to-out of bar. ® Same as Slab opening ® ~" Min -f;," Max RAIL CAP DETAIL 0 10" Min -1'-6" Max if turn-downs are omitted. ® Top longitudinal slab bar may be adjusted laterally 3" plus or minus to tie rail reinforcing. ® One shop splice per panel is permitted (with minimum 85 percent penetration). The weld may be square groove or single vee groove. Grind smooth. @ HSS 2.375 x 0.154 @ HSS 3.500 x 0.216 @ HSS 1.900 x 0.145 @ HSS 2.875 x 0.203 ](f' BARS V (#4) BARS U (#4) .......... I 11uras Department of »ansportatlon =.. Sfandanl PEDESTRIAN RAIL TYPE PR2 FILE: rlstd029.dgn DN: TxD()T CC: TxOOT IN: !TR cc: TXD()T ©rxDOT July 2014 CQliT SECT JOB HIGHWAY REV/5/DNS Cl1UliTY SHEE'T Nil. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. BASS AND WELSH ENGINEERING TX REGISTRATION NO. F-52, 3054 S. ALAMEDA STREET CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT I CORPUS CHRISTI, NUECES CO., TX TXDDT PEDESTRIAN RAIL, TYPE PR-2 PLOT SCALE: SCALE (H): SCALE 0/): DATE PLOTIEO ,. = 60' AS SHOWN AS SHOWN 02/lB/20 COM. NO. TXDOT PR.DWG JOB NO. 1B06B SHEET 32 OF 33 Bors B Top & Bors F2 Bors C -Top Slob Bottom S l ob Bars D Bot tom S I ob~:-----. Bars H ~----J""'I''/ Bors E Bors K Bors Bors ~ ~\ -- Fl- F 2 - --- ----> > > - Top Slob Bo tt a m I S ob ~ I I I -----j -- I ' I ' ' I I ' I ' I ' -"I L imi end I Sk --- ~\ ' Bors Bors ts of skewed section@ ew Cu l vert C -Top Slob D -Bottom Slo b CSJWhen the spacing be tween Bors B becomes less than half of the normal spacing, bars shal I be cut to ovoid fouling @The length of Bors B and E wi I vary in the skewed end sec t ions @ [One half o f overol I w idth] x [Ton of th e skew angle] @Bars F 1 and F z sho I I be continuous through th e ong I e section . They shal I be bent t o remain para I lel to the wo I Is of the Box Cu I vert. @When necessary to ova id fou I i ng in acute corners, the slob ex t ension leg of Bors C and Bars D may be shortened to a minimum o f 1' -6'' for skews of 30° and 45°. (f) For s kews af 15° or I ess, the contractor hos the option o f placing Bo r s B, C and D parol lel to the skewed end while maintaining spacing along center I i ne box. L engths of Bars B shown on the standards sho I I be i ncreosed to accommodate the s kew. ------'Ti I t Bar OS to maintain K Bors C -Top Slob Bars D -Bottom Slob~--__ necessary cover Bors E Bars B Bottom -Top & S l ob Bars F2 -~ "" ' ~· Fl -Bors Bo r s F2 - ------- --- Tap Slob Bottom Slob - e----L imi ts of skewed end section@ I I -----~11-11 ¥ I @<Ty pl • I I ~ I ;Yr ll Cu l v I _ _L_ -·- ert / I \ I I 4; I / Bars c Top S l ab -/ Bars D -Bottom S l ob / :fr skew WALLS AND CURB SLAB Bors WALLS AND CURB SLAB PLAN OF SKEWED ENDS ~ FROM 0° TO 1 5° (f) PLAN OF SKEWED ENDS -OVER 30° TO 45° Ti I t Bar OS necessary to maintain cover Bars H ~-Bors K Bars B -Top & Bors F2 Bors C -Top Slab Bottom S l ob Bors D -Bottom SI ab ""'--.._ Bors E WALLS AND CURB -- \ \ Fl-Bors Bars F2 - ~ ---r r -- ----- Top Slab Bottom S l ab SLAB PLAN OF SKEWED ENDS -OVER 15° /\~~~its o f '__~le Section® ( Limits of skewed I end section Q) I ' t-1 1/ -----I I I @ <Typl ' 11 'l I I I I A--------- ril Culver t I '.i . \ I -/ I Bors c Top S I -. / Bars D -Bottom ' Skew -i/ TO 30° l---L i m its i of Ang l e Section®~- ab S l ob Bors F2@ Bors B -Top Leng t h of extension Existing Bax Cu l vert LENGTHENING DETAIL 0 ,_,__ ____ Limits of Ang l e Section@ / / / Bars B -Top I -- & Bottom s 1 ab ----jfirfr&~ff-~110]-iJ:f.#i 1-ffl_fiT_JJi-- Bors B -Tap & Bottom SI ob --+!t11=t!:J:tiMf1/m'1f-& Bottom S l ob ---+-+--+---1-1· I Bors F 1 Bors F 2 1 [-trtrrlr-Ji:'"t"'/ltl!/l--.f-/i7_t7f//htrJ~~-Bars C -Top S I ob Bors D -Bottom Slob !HrHHICH--4-J! '.j_ '/) 1Hl-HH 1 11NJU I~ ,..,,_' -DJ/) . I > ---/_ I .. Tap S l'~o~b~!;;;l!;;il~~l[.~lfl:-~-, Bottom S l ob 51-----__,. PLAN ANGLE SECTION OF FROM oo TO 15° - Bors Bars Bars C -Tap S l ab Bars D -Bottom S l ob Top Slob Bors Bors F 1 - F 2 -Bottom Slob 5 1---__,. Bors Bars c Top Slab Bottom Slab ANGLE SECTION PLAN OF OVER 15° TO 30° ~ PLAN OF ANGLE OVER 30° D - SECTION TO 45° ~ 0 For box culverts with l ess than 2' -0" of fi 11, the tap slab sha l I be broken back t o provide a minimum I' -10 '' lap of the existing longitudinal bars with the l ongitudinal bars in the extension. If the depth of fil l is 2'-0" or greater, the top slob shol I be broken boc k to provide a 1' -0" minimum embedment of existing longitudinal reinforcing in t o t he ex t ension . Alternatively, if the f i 1 1 height is greater than 2' -0", t he existing curb may be l eft in p l ace and 2' -0" long #6 bars sha l I be dri I led and grouted I '-0'' into the exis t ing top slab at 1' -6'' center to center spacing. Wings and apron shal I be bro ken bock as necessary to instol I th e ex t ension. Exposed wingwo l I and apron reinforcing may be removed or cleaned and inc l uded in the e xt ension . When lengthening existing box culver t s with dimensions differen t than current standard dimensions, horizontal and ver t ical t ransi t ions shal I be for med as directed by the Engineer . Bottom s I obs sho I I match t o mo i nta in an uninterrupted f I ow I i ne. Exis t i ng and new reinforc ing sho I I be f i e Id bent in t o t ransi t ion maintaining specified cover requirements . GENERAL NOTES: Designed according to AASHTO LR FD Specifications . A I I reinforcing stee I sha I I be Grade 60. A I I concrete sha I I be CI ass "C" w i th these except i ans: use C l oss ''S'' for top s l obs o f culverts with overlay, w i th 1 -t o -2 course surface treatment, or with t he top s l ob as the final riding surface. C I ass "C " concrete sho I I hove a m 1n1 mum compressive streng t h of 3, 600 psi. CI ass "S" concrete sho I I hove a mini mu m compressive strength af 4,000 psi. The use of permanent forms is not al lowed. Refer to Sing l e Box Cu l verts Cast -in -Place standard for detai I s of straight sections of cu l vert . For skewed sections and angle sections refer to Single Box Culverts Cost-in-P l ace standard for slob and wa l I dimensions, bar sizes, maxi mum bar spacing, and any o t her detai Is no t shown. For Skewed ends with curbs, adjust length of Bors H, number o f Bors K, curb concrete volume and re i nforcing steel weight by dividing the values shown on the cu l vert standards by the cosine of t he skew ang l e . Lops for Bors H, when required, shol I be 1' -9" for uncoated bars and 2'-7'' for epoxy coated. HL93 LOADING ~@ I Texas Department of Transportation Bridge Division Standard FILE: SINGLE BOX CULVERTS CAST-IN-PLACE MISCELLANEOUS DETAILS SCC-MD scc md ste.d gn DN; GAF cK LMW ow BWH/TxDOT cK.-GAF February 2010 CONT SECT JOB HIGHWAY REVISIONS DIST COUNTY SHEET NO . THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. BASS & WELSH ENGINEERING DWN. CHK. TX SURVEY REG. NO 1 00027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CD RP US CHRIST L NUECES CD. , TX TX DDT PLACE, SINGLE BOX CULVERTS, CAST IN MI SCELLANEDUS DETAILS, SCC-MD PLOT SCALE: 1' =6D' SCALE (H): ~SA~M~E __ SCALE (V): ~ND~N~E __ COM. NO. TXDOT-SBC JOB NO. 18068 DATE PLOTTED 02/18/20 SHEET __1l OF ______3_L NIXON M. W ELSH, P.E., R.P.L.S. Email: NixMW@aol.com BASS WELSH ENGINEERING TX Registration No. F-52 Survey Registration No. 100027-00 P.O. Box 6397 Corpus Christi, TX 78466-6397 3054 S. Alameda St. 18068-PCE-SS TRUNK 03/30/2020 OFFSITE SANITARY SEWER TRUNK MAIN ITEMS ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT 1 18" PVC PIPE 351 LF 125.00 43,875.00 2 DEWATERING FOR 18" PVC PIPE 351 LF 40.00 14,040.00 3 MANHOLE 1 EA 9,000.00 9,000.00 4 TRENCH SAFETY FOR 18" PIPE 351 LF 10.00 3,510.00 SUBTOTAL $70,425.00 7.5% ENGINEERING, SURVEYING, & TESTING 5,281.88 TOTAL AMOUNT REIMBURSABLE $75,706.88 NOTE: SANITARY SEWER ACREAGE FEES WERE APPLIED FULLY TO COLLECTION MAIN IMPROVEMENTS, HENCE, NONE APPLY HERE. KING'S LANDING UNIT 1 PRELIMINARY COST ESTIMATE 18" TRUNK MAIN SANITARY SEWER IMPROVEMENTS REIMBURSABLE BY CITY Page 1 of 1 Exhibit 4 Exhibit 5 ~Cityof ~i~~Corpus ::-55Christi DISCLOSURE OF INTERESTS Ciry of Corpus C hristi, Texas Department of Development Services P.O . Box 9277 Corpus Christi, Texas 78469-9277 (361) 826-3240 Located at: 2406 Leopard Street (Com er of Leopard St. and Port Ave.) City of Corpus Christi Ordinance 17112, as amended , requires all persons or firms seeking to do business with the City to provide the following information . Every question must be answered . If the question is not applicable, answer with "NA". NAME: SEE ATTACHED SIGNATURE SHEET STREET: CITY: ZIP: FIRM is: 0 Corporation 0 Partnership 0 Sole Owner 0 Association Ii] Other ________ _ DISCLOSURE QUESTIONS If additional space is necessary, please use the reverse side of this page or attach separate sheet. 1. State the names of each "employee" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Job Title and City Department (if known) N/A N/A 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Title N/A N/A 3. State the names of each "board member" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Boa rd , Commission, or Committee N/A N/A 4. State the names of each employee or officer of a "consultant" for the City of Corpus Christi who worked on any matter related to the subject of this contract and has an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Consultant N/A NIA CERTIFICATE I certify that all information provided is true and correct as of the date of this statement, that I have not knowing ly withheld disclosure of any information requested ; and that supplemental statements will be promptly subm itted to the City of Corpus Christi , Texas as changes occur. Certifying Person : --------------------Title: (Print) Signature of Ce rtifying Person : Date: ___________ _ K.\DEVELOPMENTSVCSIS HAREO\LA~D DEVELOPM ENTIOROINA.NCE ADMINISTRATION\APPLICATION FORMSIFORMS AS P ER LEGAL\20 12\DISCLOSURE OF INTERESTS STATEM ENTl.27.12 DOC DEFINITIONS a. "Board Member". A member of any board , commission or committee appointed by t he City Cou ncil of the City of Corpus C hristi , Texas. b. "Employee". Any person employed by the Cit y of Corpus Christi , Texas , either on a full or part time basis , but not as an independent contractor. c . "F irm ". Any entity operated for economic gain, wh ether professional , industrial or commercial and whether established to produce or dea l with a product or service, including but not limited to , entities operated in the form of sole proprietorship , as self-employed person , partnership , corporation, joint stock company, join t venture , receivership o r trust and entities which , for purposes of taxation , are treated as non-profit organ izations. d . "Officia l". The Mayor, members of the City Counci l, City Manager, Deputy City Manager, Assistant City Managers , Department and Division Heads and Municipal Court Judges of the City of Corpus Christi, Texas . e. "Ownership Interest". Legal or equ itable interest, wheth e r actually or const ructivel y held , in a firm , including when such interest is held through an agent, trust , estat e or holding entity. "Construct ively held " refers to holding or control established through voting trusts , proxies or special terms of venture or partnership agreements . f . "Consultant ". Any person or firm , su ch as engineers and arch itects, hired by the City of Corpus Christi for the purpose of professional consu ltation and recommendation. K:IDEV ELOPMENTSVCS\SHARED\LAND DEVELOPME NT\ORDI NANCE ADMIM STRATIDN\APPLICATION FORMS\fORMS AS P ER LEGAL\201 2\DISCLOSURE OF IN T EREST S STATEMENT! 21 12 .DOC The William Earl Rensch Trust William Earl Rensch , Trustee 5027 Holly Road Pasade na, Tx 77503 Phone: 713 417-7122 Anna Belle Hensch 1009 P eerman Place Corpus Christi, Tx 78411 Phone: 361 444-5800 R e tta Maurine Kasper 48 05 Velma Killeen, Tx 76542 Phone: 254 462-2976 STATE OF TEXAS § COUNTY OF NUECES § OWNERS: Corpus Christi Community Church 4833 Saratoga Blvd #259 Corpus Christi, Tx 78413 Scott Mcdonald 361 420-0022 Also, James F. Dodson 4222 Fm 665, Robs town, Tx 78380 Phone: 361 877-3222 South Texas Children's Home Land Management Po Box 548 Beeville, Tx 78104-0548 SIGNATURES William Earl Rensch, Trustee The WiJliam Earl Rensch Trust This in strument was acknowledged before me on the fl~\-, day ofJ~\u>Jl.="'--=----------2019, by William Earl Rensch, Trustee, The William Earl R e nsch Trust, an owner of the subj ect tract. tl~a) &&,. ~~ Anna Belle Rensch, Owner STATE OF TEXAS § COUNTY OF NUECES § This in strument was acknowledged before me on the~ day of_J~\)~N-~-------~2019, by Anna Belle Hensch, an owner of the subject tract. NMW:sab STATE OF TEXAS § COUNTY OF NUECES § This instrument wa s acknowledge d before me on th e li_, day of __ ---"'-------'-....__..,___..,._, ___ .2019, by Retta Maurine Kasper, an owner of the subj ect tract. STATE OF TEXAS SHEREE STOVER Notary 10 # 129287500 My Commission Expires January 30 . 2021 ·K § § Scott McDonald, Agent C01·pus Christi Community Church COUNTY OF NUECES§ This instrume nt was acknowl edged before me on the 611~-:day o~_,.,,.\_0-=--'"-~e~ _______ 2019, by Scott Mcdonald, Age nt for Corpus Chris ti Community Church, an own e r o he subj e ct tract. STATE OF TEXAS COUNTY OF NUECES§ GAYLE THOMAS;] MY Notary ID# 12BG65057 Explras April 23, 2020 Eron Green, Registered Agent South Texas Children's Home Land Management § § This ins trument was acknowledged before me on the ___ , day of 2019, by Eron Green as R e gi stered Age nt of South Texas Children's Home Land M anagem ent, owner of th e subject tract. Nota ry Public, State of Texas NMW:sab ~Cityof ~j~~Corpus =-5Christi DISCLOSURE OF INTERESTS Ciry of Corp us Christi, TexH Department of Development Services P.O. Box 9277 Corpw Christi, Texas 78469-9277 (361) 826-3240 Located at. 2406 Leoparo Street (Comer of Leopard St and Pon Ave.} City of Corpus Christ i Ordinance 17112, as amended, requ ires all pe rsons or firms seeki ng to do business with the City to provide the followin g information . Every question must be answered . If the question is not applicable , answe r with "NA". NAME : SEE ATIACHED SIGNATURE SHEET CITY: ----------ZIP: _____ _ FIRM is: D Corporation D Partnersh ip D Sole Owner D Association [i] Other _______ _ DISCLOSURE QUESTI ONS If additiona l space is necessa ry , please use the re verse side of th is page o r attach separate sh eet. 1. State the names of each "employee" of the City of Corpus Christi havi ng an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Job T itle and City Department (if known) NM NM 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Title N/A N/A 3. State the names of each "board member" of the City of Corpus Christi having an "ownership interest" constituti ng 3% or more of the ownership in the above named "firm". Name Board, Commission , or Committee NM NM 4. State the names of each employee or officer of a "consultant" for the City of Corpus Chri s t i who worked on any matter related to the subject of this contract and has an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Consultant NIA N/A CERT IFICATE I certify that all information provided is true and correct as of the date of this statement, that I have not knowingly w ithheld disclosure of any information req uested; and t hat supplementa l statements will be promptly submitted to the C ity of Corpus Christi, Texas as changes occur. Certifying Person: /ilo5~~'-'t o""S ~ Title : (Prin t) Signatu re of Certifying Person : __ .... ~__...,,~-.....;..._,c.___.~"'-=---------Date:----------- K \DEVELOPM ENTSVCS\SUARED\i..AND PEVELOPMEN1'0RDINA:-ICE ADMtNtSTR.~TIOJl.'\APPLlCATION FORMS\fORMS AS PER l.EG,\L\1012\DISCLOSUltE OF INTERESTS STATE.\IENTI 27 12.DOC WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT STATE OF TEXAS § § COUNTY OF NUECES § This Wastewater Collection Line Extension Construction and Reimbursement Agreement ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipality, and MPM Development, LP, ("Developer/Owner"), a Texas Limited Partnership. WHEREAS, the Developer/Owner, in compliance with the City's Unified Development Code ("UDC"), has a plat, approved by the Planning Commission on October 16, 2019 to develop a tract of land, to wit approximately 446.408 acres known as Kings Landing, Corpus Christi Texas as shown in the attached Exhibit 1, the content of such exhibit being incorporated by reference into this Agreement; WHEREAS, under the UDC, the Developer/Owner is responsible for construction of the wastewater collection line extension ("Collection Line"); WHEREAS, under the UDC, the Developer/Owner is eligible for reimbursement of the Developer/Owner's costs for the construction of Collection Line; WHEREAS, it is to the best interest of the City that the Collection Line be constructed to its ultimate capacity under the City's applicable Master Plan; WHEREAS, Section 8.5.2.E. of the UDC authorizes the acceptance of applications to be eligible for reimbursement in the future when funds become fully available in the Wastewater Collection Line Trust Fund and are appropriated by the City Council; and WHEREAS, the Developer/Owner has submitted an application for reimbursement of the costs from the Wastewater Collection Line Trust Fund for installing the Collection Line, as shown in Exhibit 2, the content of such exhibit being incorporated by reference into this Agreement. NOW, THEREFORE, in consideration of the mutual promises and covenants contained in this Agreement, the parties do covenant and agree as follows: 1. TRUSTEE LIABILITY. The City is executing this agreement as trustee of the Wastewater Trust Fund pursuant to UDC §8.5. The City is acting as trustee to further its governmental functions of providing water and sewer service. Texas Constitution Article 11, Section 3 prohibits the City from becoming a subscriber to the capital of any private corporation or association, or make any appropriation or donation to the same, or in anywise loan its credit. As such, the City's participation as Trustee does not create a loan of its credit. Execution of this agreement constitutes a promise to pay only to the extent that the assets and future assets of the trust are sufficient for such purpose and it is expressly agreed that any judgment will only be satisfied out of the assets of the trust and not out of the City's assets. The City is excluded from personal liability. 2. REQUIRED CONSTRUCTION. Developer/Owner shall construct the Collection Line in compliance with the City's UDC, the City's Infrastructure Design Manual, and all local, state and federal laws, codes and regulations, in accordance with the plans and specifications submitted to the City's Development Services Department and reviewed and approved by the City's Development Services Engineer. 3. PLANS AND SPECIFICATIONS. a. Developer/Owner shall contract with a professional engineer licensed in the State of Texas and acceptable to the City's Development Services Engineer, to prepare plans and specifications for the Collection Line, as shown in the attached Exhibit 3, the content of such exhibit being incorporated by reference into this Agreement, with the following minimum requirements: ITEM DESCRIPTION QUANTITY 1 12" PVC PIPE 1682 2 DEWATERING FOR 12" PVC PIPE 1682 3 MANHOLE 3 4 TRENCH SAFETY FOR 12" PIPE 1682 b. The plan must be in compliance with the City's master plans. c. The plans and specifications must comply with the City's Wastewater Standards Detail Sheets and Standard Specifications. UNIT LF LF EA LF d. Before the Developer/Owner starts construction, the plans and specifications must be approved by the City's Development Services Engineer. 4. SITE IMPROVEMENTS. Prior to the start of construction of the Collection Line, Developer/Owner shall acquire and dedicate to the City the required additional public utility easements ("Easements"), if any, necessary for the completion of the Collection Line. If any of the property needed for the Easements is owned by a third party and the Developer/Owner is unable to acquire the Easements through reasonable efforts, then the City may use its powers of eminent domain to acquire the Easements. Developer will be responsible for cost of acquisition, payable from the reimbursement agreed to in this agreement. 5. PLATTING FEES. Developer/Owner shall pay to the City the required acreage fees and pro- rata fees as required by the UDC. 6. DEVELOPER/OWNER TO AWARD CONTRACT FOR IMPROVEMENTS. Developer/Owner shall award a contract and complete the Collection Line, under the approved plans and specifications, within 18 months of the approval of this Agreement by City Council. 7. TIME IS OF THE ESSENCE. Time is of the essence in the performance of this contract. 8. PROMPT AND GOOD FAITH ACTIONS. The parties shall act promptly and in good faith in performing their duties and obligations under this Agreement. If this Agreement calls for review or inspections by the City, then the City's reviews or inspections must be completed thoroughly and promptly. WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page2of11 9. DEFAULT. The following events shall constitute default: a. Developer/Owner fails to engage a professional engineer for the preparation of plans and specifications by the 10th calendar day after the date of approval of this Agreement by the City Council. b. Developer/Owner's professional engineer fails to submit the plans and specifications to the City's Director of Engineering Services and to the Development Services Engineer by the 60th calendar day after the date of approval of this Agreement by the City Council. c. Developer/Owner fails to award a contract for the construction of the Collection Line, according to the approved plans and specifications, by the 90th calendar day after the date of approval of this Agreement by the City Council. d. Developer/Owner's contractor does not reasonably pursue construction of the Collection Line under the approved plans and specifications. e. Developer/Owner's contractor fails to complete construction of the Collection Line, under the approved plans and specifications, on or before within 18 months of the approval of this Agreement by City Council. f. Either the City or the Developer/Owner otherwise fails to comply with its duties or obligations under this Agreement. 10. NOTICE AND CURE. a. In the event of a default by either party under this Agreement, the non-defaulting party shall deliver notice of the default, in writing, to the defaulting party stating, in sufficient detail, the nature of the default and the requirements to cure such default. b. After delivery of the default notice, the defaulting party has 15 business days from the delivery of the default notice ("Cure Period") to cure the default. c. In the event the default is not cured by the defaulting party within the Cure Period, then the non-defaulting party may pursue its remedies in this section. d. Should the Developer/Owner fail to perform any obligation or duty of this Agreement, the City shall give notice to the Developer/Owner, at the address stated in section 12, of the need to perform the obligation or duty and, should the Developer/Owner fail to perform the required obligation or duty within 15 days of receipt of the notice, the City may perform the obligation or duty, charging the cost of such performance to the Developer/Owner by reducing the reimbursement amount due to the Developer/Owner. e. In the event of an uncured default by the Developer/Owner, after the appropriate notice and Cure Period, the City has all its common law remedies and the City may: 1. Terminate this Agreement after the required notice and opportunity to cure the default; WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 3of11 2. Refuse to record a related plat or issue any certificate of occupancy for any structure to be served by the project; and/or 3. Perform any obligation or duty of the Developer/Owner under this Agreement and charge the cost of such performance to the Developer/Owner. The Developer/Owner shall pay to the City the reasonable and necessary cost of the performance within 30 days from the date the Developer/Owner receives notice of the cost of performance. In the event the Developer/Owner pays the City under the preceding sentence and is not otherwise in default under this Agreement, then the Agreement shall be considered in effect and no longer in default. f. In the event of an uncured default by the City after the appropriate notice and Cure Period, the Developer/Owner has all its remedies at law or in equity for such default. 11. FORCE MAJEURE. a. The term "force majeure" as employed in this Agreement means and refers to acts of God; strikes, lockouts, or other industrial disturbances; acts of public enemies; insurrections; riots; epidemics; landslides; lightning; earthquakes; fires; hurricanes; storms; floods; washouts; droughts; arrests; civil disturbances; explosions; or other causes not reasonably within the control of the party claiming the inability. b. If, by reason of force majeure, either party is rendered wholly or partially unable to carry out its obligations under this Agreement, then the party claiming force majeure shall give written notice of the full particulars of the force majeure to the other party within ten (10) business days after the occurrence or waive the right to claim it as a justifiable reason for delay. The obligations of the party giving the required notice, to the extent affected by the force majeure, are suspended during the continuance of the inability claimed but for no longer period, and the party shall endeavor to remove or overcome such inability with all reasonable dispatch. 12. NOTICES. a. Any notice or other communication required or permitted to be given under this Agreement must be given to the other party in writing at the following address: 1 . If to the Developer/Owner: MPM Development Attn: Moses Mostaghasi PO Box 331308 Corpus Christi, Texas 78463 2. If to the City: City of Corpus Christi Attn: Director, Development Services Department 2406 Leopard Street 78401 P. 0. Box 9277 Corpus Christi, Texas 78469-9277 WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION ANDRBMBURSEMENTAGREEMENT Page 4of11 with a copy to: City of Corpus Christi Attn: Assistant City Manager, Business Support Services 1201 Leopard Street 78401 P. 0. Box 9277 Corpus Christi, Texas 78469-9277 b. Notice must be made by United States Postal Service, First Class mail, certified, return receipt requested, postage prepaid; by a commercial delivery service that provides proof of delivery, delivery prepaid; or by personal delivery. c. Either party may change the address for notices by giving notice of the change under the provisions of this section. 13. THIRD PARTY BENEFICIARY. Developer/Owner's contracts with the professional engineer for the preparation of the plans and specifications for the construction of the Collection Line, contracts for testing services, and contracts with the contractor for the construction of the Collection Line must provide that the City is a third-party beneficiary of each contract. 14. PERFORMANCE AND PAYMENT BONDS. Developer/Owner shall, before beginning the work that is the subject of this Agreement, furnish a performance bond payable to the City of Corpus Christi if the contract is in excess of $100,000 and a payment bond if the contract is in excess of $50,000. Bonds furnished must meet the requirements of Texas Insurance Code 3503, Texas Government Code 2253, and all other applicable laws and regulations. The performance or payment bond must name the City as an obligee. If the Developer/Owner is not an obligor, the Developer/Owner shall be named as a joint obligee. The bond must clearly and prominently display on the bond or on an attachment to the bond: (1) the name, mailing address, physical address, and telephone number, including the area code, of the surety company to which any notice of claim should be sent; or (2) the toll-free telephone number maintained by the Texas Department of Insurance under Subchapter B, Chapter 521, Insurance Code, and a statement that the address of the surety company to which any notice of claim should be sent may be obtained from the Texas Department of Insurance by calling the toll-free telephone number. 15. WARRANTY. Developer/Owner shall fully warranty the workmanship of and function of the Collection Line and the construction of the Collection Line for a period of one year from and after the date of acceptance of the facilities by the City's Director of Engineering Services. 16. REIMBURSEMENT. a. The cost for the Collection Line less $195,558.08 loUacreage fee credit is $45,607.42 Subject to the conditions for reimbursement from the Sanitary Sewer Collection Line Trust Fund and the appropriation of funds, the City will reimburse the developer the reasonable actual cost of the Wastewater Collection Line up to an amount not to exceed $45,607.42 as shown in the attached Exhibit 4, the contents of such exhibit being incorporated by reference into this Agreement. WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page5of11 b. The City agrees to reimburse the Developer/Owner on a monthly basis upon invoicing for work performed. The submitted invoice shall be deemed administratively complete by the City prior to payment. The reimbursement will be made no later than 30 days from the date of the City's administrative approval of the invoice. Developer/Owner shall submit all required performance bonds and proof of required insurance under the provisions of this Agreement. c. Cost-supporting documentation to be submitted shall include: 1. Summary of Costs and Work Performed Form provided by the Development Services Department 2. Contractor and professional services invoices detailing work performed d. The first reimbursement request requires submittal of invoices for work performed. Future disbursements shall provide evidence of payment by the developer/owner through a cancelled check or bank ACH for the previous submittal. The final reimbursement request shall require evidence that all invoices to date have been paid. To be eligible for reimbursement, the work must be constructed in a good and workmanlike manner and must have been inspected and accepted by the City. The City agrees to conduct periodic inspections and approve the progress of the work at key points during construction. The final 5% of the total contract reimbursement amount will be held as retainage until such time the City issues acceptance of public infrastructure in accordance with Unified Development Code. e. In the event that this Agreement is terminated by the City as a result of an uncured default by the Developer/Owner and at a time when there has been a partial completion and/or partial payment for the improvements, then the City shall only reimburse the Developer/Owner for its costs that were legitimately incurred towards the completion of the improvements that have been inspected and accepted by the City up to the time that the uncured default occurred. 17. PAYMENTS, CREDITS AND DEFERRED REIMBURSEMENT. All payments, credits, priority of reimbursement, and deferred reimbursement shall be made in accordance with UDC §8.5. Developer/Owner understands and agrees that if funds are not available in the Wastewater Collection Line Trust Fund, that reimbursement will not be made until such funds are available, appropriated, and this Agreement has priority per UDC §8.5.2. E. 18. INDEMNIFICATION. Developer/Owner covenants to fully indemnify, save and hold harmless the City of Corpus Christi, its officers, employees, and agents, ("indemnitees") against any and all liability, damage, loss, claims, demands suits and causes of action of any nature whatsoever asserted against or recovered from city on account of injury or damage to person including, without limitation on WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 6of11 the foregoing, workers compensation and death claims, or property loss or damage of any other kind whatsoever, to the extent any injury, damage, or loss may be incident to, arise out of, be caused by, or be in any way connected with, either proximately or remotely, wholly or in part, the Developer/Owner's failure to comply with its obligations under this agreement or to provide city wastewater service to the development, including injury, loss, or damage which arise out of or are in any manner connected with, or are claimed to arise out of or be in any manner connected with the construction, installation, existence, operation, use, maintenance, repair, restoration, or removal of the public improvements associated with the development described above, including the injury, loss or damage caused by the sole or contributory negligence of the indemnitees or any of them, regardless of whether the injury, damage, loss, violation, exercise of rights, act, or omission is caused or is claimed to be caused by the contributing or concurrent negligence of indemnitees, or any of them, but not if caused by the sole negligence of indemnitees, or any of them, unmixed with the fault of any other person or entity, and including all expenses of litigation, court costs, and attorney's fees, which arise, or are claimed to arise, out of or in connection with the asserted or recovered incident. This indemnity specifically includes all claims, damages, and liabilities of whatever nature, foreseen or unforeseen, under any hazardous substance laws, including but not limited to the following: (a) all fees incurred in defending any action or proceeding brought by a public or private entity and arising from the presence, containment, use, manufacture, handling, creating, storage, treatment, discharge, release or burial on the property or the transportation to or from the property of any hazardous substance. The fees for which the developer/owner shall be responsible under this subparagraph shall include but shall not be limited to the fees charged by (i) attorneys, (ii) environmental consultants, (iii) engineers, (iv) surveyors, and (v) expert witnesses. (b) any costs incurred attributable to (i) the breach of any warranty or representation made by Developer/Owner in WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 7of11 this agreement, or (ii) any cleanup , detoxification, remediation , or other type of response a ction taken with respect to any hazardous substance on or under the property regardless of wh ether or not that action w as mandate d by the fed e ral , state or local government. This ind e mnity sh a ll survive the e xpiration or e a rli e r termination of th e agreement. 19. ASSIGNMENT OF AGREEMENT. This Agreement or any rights under this Agreement may not be assigned by the Developer/Owner to another without the written approval and consent of the City's City Manager. 20. DISCLOSURE OF INTEREST. Developer/Owner agrees, in compliance with the Corpus Christi Code of Ordinance Sec. 2-349, to complete , as part of this Agreement, the Disclosure of Interest form attached to this Agreement as Exhi bi t 5. 21. EFFECTIVE DA TE. This Agreement becomes effective and is binding upon and inures to the benefit of the City and the Developer/Owner and their respective heirs, successors, and assigns from and after the date of final execution by all parties. 22 . DEDICATION OF COLLECTION LINE . Upon completion of the construction , dedication of Collection Line will be subject to City inspection and approval. 23 . CERTIFICATE OF INTERESTED PARTIES. Developer/Owner agrees to comply with Texas Government Code section 2252 .908 and complete Form 1295 Certificate of Interested Parties as part of this agreement. Form 1295 requires disclosure of "interested parties" with respect to entities that enter contracts with cities. These interested parties include: (1) persons with a "controlling interest" in the entity, which includes: a. an ownership interest or participating interest in a business entity by virtue of units, percentage, shares, stock or otherwise that exceeds 10 percent; b. membership on the board of directors or other governing body of a business entity of which the board or other governing body is composed of not more than 1 O members; or c. service as an officer of a business entity that has four or fewer officers . or service as one of the four officers most highly compensated by a business entity that has more than four officers. (2) a person who actively participates in faci litating a con tract or negotiating the terms of a contract with a governmental entity or state agency, including a broker, intermediary, adviser or attorney for the business entity. Form 1295 must be electronically filed with the Texas Ethics Commission at https://www.ethics.state.tx.us/whatsnew/elf info form1295 .htm . The form must then be printed , signed, notarized and filed with the City . For more information, please review the Texas Ethics Commission Rules at https://www.ethics .state.tx.us/legal/ch46.htm l. WASTEWATER COLLEC TI ON LIN E EXTENSION CONSTRU CTI ON AND REIMBURS EMENT AGREE MENT Page 8of11 24. CONFLICT OF INTEREST Developer/Owne r agrees to comp ly with Chapter 176 of the Texas Local Government Code and file Form CIQ with the City Secretary's Office , if required. For more information and to determ ine if you need to file a Form CIQ , please review the information on the City Secretary's website at http://www.cctexas.com/governmenUcity- secretarv/confl ict-disclosure/index 25 . AUTHORITY. Al l signatories signing this Agreement warrant and guaran tee tha t th ey have the authority to act on beha lf of the entity represented and make this Agreement binding and enforceable by their signature. Remainder of page intentionally left blank; signature page to follow. WAS TEWA TER COLLECT ION LIN E EXTENS ICN CON STR UCTION AND REIMBUR SE MENT AGR EEMENT Page 9of11 EXECUTED IN ONE ORIGINAL this ___ day of _________ , 2020. ATTEST: Rebecca Huerta City Secretary APPROVED AS TO LEGAL FORM: Buck Brice Assistant City Attorney For City Attorney (Date) WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT CITY OF CORPUS CHRISTI Al Raymond Director of Development Services For City Manager Page 10of11 STATE OF TEXAS § COUNTY OF V\'Jr e26 ~ DEVELOPER/OWNER: MPM Development, LP. PO Box 331308 Corpus Christi, Texas 78463 By~ SMOsta~eral Partner This instrument was acknowledged befo re me on ~\\ \Jl-1-V\ , 2020, by Moses Mostaghasi , General Partner, MPM Development,L:a Texas Limited Partnership, on behalf of said corporation . ~YNTHIA BUENO /,1-\\~ P(J6>,"-• t~/i"{-c.\ ID# 1170588·3 f . i 'Ci{' ) • i Notary Public \ ~':.-.... :/....~} STATE OF TEXAS \·1.'.!£ .. ?.~ .. ~':/ My comm. Exp . 11 -0 4-202 3 WASTEWATER COLLECTION LIN E EX TE NS ION CONSTRUCTION AND REIMBURSE ME NT AGREEM E NT Page 11 of 11 Exhibit 1 4' WIDE R/C WALK COMPACT BACKFILL TO 95% STANDARD PROCTOR DENSITY (BOTH SIDES) AND UNDER WALKS (TYP.) 11 • 6" CRUSHED LIMESTONE BASE TO 2' BEHIND C & G TO MEET REQUIREMENTS OF CITY STANDARD SPECIFICATION 025223 CRUSHED LIMESTONE FLEXIBLE BAS£. COMPACT TO 95% MODIFIED PROCTOR DENSITY AT A MOISTURE CONTENT + /-2X OF OPTIMUM MOISTURE 50' STREET ROW 28' BB SlREET 2" TYPE "D" HMAC ON PRIME COAT @ 0.15 GALLONS PER SQUARE YARD (NO SEPARATE PAY FOR PRIME COAT) 14' 5'" CROWN FROM CL STREET LIP OF GUITTR~ 1.0' TYP. I 2% --- 4' WIDE R/C WALK (TYPICAL BOTH SIDES) 6' CITY STD. R/C CURB AND GUTTER s• LIME STABILIZED SUBGRADE TO 2' BEHIND C&G BOTH SIDES OF STREET ANO COMPACTED TO 95% STANDARD PROCTOR DENSITY WITHIN +/-TWO PERCENTAGE POINTS OF OPTIMUM MOISTURE. LIME SHN...L BE APPLIED AT THE RATE OF 34 LB/SY (TO BE VERIFIED THROUGH GEOTECHNICAL TESTING). s• THICKNESS BENEATH C&:G l\ND TO 2' BEHIND C&G . ' 10' 2% - 60' STREET ROW 40' BB STREET 2" TYPE "O" HMAC ON PRIME COAT 0 0.15 GALLONS PER SQUARE YARD (NO SEPARATE PAY FOR PRIME COAT) 20' 20' 5'" CROWN FROU CL STREET LIP OF GUTIER ~ -- COMPACT BACKFILL TO v==::=====---t--,-======""'.:'tJ 4' WIDE 95% STANDARD PROCTOR R/C WALK DENSITY (BOTH SIDES) AND UNDER WALKS (TYP.) (TYPICAL BOTH SIDES) 6' CITY a· CRUSHED LIMESTONE BASE TO 2 1 BEHIND C & G TO MEET REQUIREMENTS OF CITY STANDARD SPECIFICATION 025223 CRUSHED LIMESTONE Fl.£XIBLE BASE. COMPACT TO 95% MODIFIED PROCTOR DENSITY AT A MOISTURE CONTENT + /-2% OF OPTIMUM MOISTURE TYPICAL STREET SECTION STD. R/C CURB AND GUTTER 8" LIME STABILIZED SUBGRADE TO 2' BEHIND C&G BOTH SIDES OF STREET AND COMPACTED TO 95% STANDARD PROCTOR DENSITY WITHIN +/-TWO PERCENTAGE POINTS OF OPTIMUM MOISTURE. LIME SHALL BE APPLIED AT THE RATE OF 3 4 LB/SY (TO BE VERIFIED THROUGH GEOTECHNICAL TESTING). 8" THICKNESS BENEATH C&G AND TO 2' BEH IND C&:G 60' ROW 75' STREET ROW 50' BB STREET 12.50' 2" TYPE "o• HMAC ON PRIME COAT 0 0.15 GALLONS PER SQUARE YARD {NO SEPARATE PAY FOR PRIME COAT) 12.50' 2% - COMPACT BACKFILL TO J/ 95% STANDARD PROCTOR DENSITY (BOTH SIDES) AND UNDER WALKS (TYP .) 25' 6" CROWN FROM LIP OF GUITTR~ - 1 O" CRUSHED LJMESTONE BASE TO 2' BEHIND C & G m MEET REQUIREMENTS OF CITY STANDARD SPECIFICATION 025223 CRUSHED LIMESTONE FLEXIBLE BASE. COMPACT TO 95% MODIFIED PROCTOR DENSITY AT A MOISTURE CONTENT + /-2% OF OPTIMUM MOISTURE 25' CL STREET - 1.0' TYP. 23 - 4' WIDE R/C WALK (TYPICAL BOTH SIDES) 6' CITY STD. R/C CURB AND GUTTER 12" LIME STABILIZED SUBGRADE TO 2' BEHIND C&G BOTH SIDES OF STREET AND COMPACTED TO 95% STANDARD PROCTOR DENSITY WITHIN +/-TWO PERCENTAGE POINTS OF OPTIMUM MOISTURE. LIME SHALL BE APPLIED AT THE RATE OF 34 LB/SY (TO BE VERIFIED THROUGH GEOTECHNICAL TESTING). 8" THICKNESS BENEATH C&G AND TO 2' BEHIND C&G TYPICAL STREET SECTION 75' ROW TYPICAL STREET SECTION 50' ROW NTS NTS NTS NOTES 1. THE SITE IS OCL. PROPOSED ANNEXATION AND ZONED RS-4.5 AND CN-1. 2. THE RECEMNG WATER FOR THE STORM WATER RUNOFF FROM TH IS PROPERTY IS THE OSO CREEK. THE TCEQ HAS NOT CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO CREEK, BUT IT IS RECOGNIZED AS AN ENVIRONMENTALLY SENSITIVE AREA. THE OSO CREEK FLOWS DIRECTLY INTO THE OSO BAY. THE TCEQ HAS CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO BAY AS "EXCEFTIONAL" AND "OYSTER WATERS" AND CATEGORIZED THE RECEIVING WATER /JS "CONTACT RECREATION• USE. 3 . THE BASIS OF BEARINGS IS THE STATE OF TEXAS LAMBERf GRID, SOUTH ZONE, NAO 1983. 4. THE SUBJECT SITE IS DEPIClED IN FEMA MAP 48355C0505G (10/23/15) AND CONTAINS ZONE AE-FLOODWAY AREAS, ZONE AE AREAS WITH ELEVATIONS BETWEEN 26' AND 27', ZONE X AREAS OF 0.2 PCT ANNUAL CHANCE FLOOD AND ZONE X AREA (NO DESIGNATION). 5. DESCRIPTION OF SIT£ DRAINAGE: TiiE ENTIRE SITE WILL DRAIN VIA UNDERGROUND PIPES ANO DITCHES TO THE OSO CREEK AS SHOWN. 6. THERE ARE NO KNOWN NATURAL WATER BODIES, JURISDICTIONAL WETLANDS, ENDANGERED SPECIES HABITAT, STATE SUBMERGED LANDS OR CRITICAL DUNES ON THE SITE . 7. A STORM WATER POLLUTION PREVENTION PLAN WILL BE SUBMITTED WITH THE CONSTRUCTION PLANS FOR ANY PROJECT ONE (1) ACRE OR GREATER OR A STORM WATER POLLUTION CONTROL PLAN IF LESS THAN ONE ( 1) ACRE. 8. LEGAL DESCRIPTION -SEE RIGHT. NOTES CONTINUED 9. THIS DEVELOPMENT MEETS THE CITY'S MASTER DRAINAGE PLAN. THE INCREASE IN DISCHARGE RATES, VOLUM ES, ANO DURATIONS OF CONCENTRATED AND NON-CONCENTRATED STORMWAlER RUNOFF LEAVING THE PROPOSED DEVELOPMENT DUE TO THE DIVERTED FLOW WILL NOT HAVE AN ADVERSE IMPACT (E.G., SOIL EROSION; SEDIMENTATION; YARD, DWELLING, BUILDING, OR PRIVATE STRUCTURE FLOODING; DURATION OF PONDING WATER; INADEQUATE OVERLAND RELIEF) ON ADJACENT OR DOWNSTREAM PROPERTIES. 10. EACH LOT AREA MUST COMPLY WITH THE APPROPRIATE ZONING DESIGNATION. 11. WATER, WASTEWATER ANO PARK FEES SHALL BE PAID PRIOR TO RECORDATION OF THE FINAL PLAT. 12. THE TOTAL PLATTED AREA CONTAINS 446.408 ACRES OF LAND INC LUDING STREET DEDICATIONS. 13. EACH ZONING DISTRICT SHALL CONFORM TO MINIMUtJ LOT WIDTH (FT.) ANO LOT AREA (SF) STANDARDS. 14. THE YARD REQUIRElr.AENT, AS DEPICTED, IS A REQUIREMENT OF THE UNIFIED DEVELOPMENT CODE ANO IS SUBJECT TO CHANGE ~ THE ZONING MAY CHANGE. 15. STREET CENTER LINES SHALL 8E 25' -25' FOR 50' RIGHTS-OF-WAY, 30' -30' FOR 60' RIGHTS-OF-WAY AND 37.5' -37.5' FOR 75' RIGHTS-OF-WAY. 16. CONFORMANCE TO THE VISI BILITY TRIANGLE REQU IREM ENTS OF UDC SECTION 4.2.9. TO PREVENT VISION OBSTRUCTIONS AT STREET INTERSECTIONS SHALL BE REQUIRED. 17. ANY ACCESS ONTO FM 43 SHALL HAVE TXDOT APPROVAL 1 B. NO DRAINAGE FROM THIS DEVELOPMENT INTO ROW OF FM 43. 19. ALL INSIDE STREET CORNER INTERSECTIONS REQUIRE A RADIUS OF A MINIMUM OF 10' ON LOCAL RESIDENTIAL STREETS, 15' TO 20' ON GOU.ECTOR/COMMERCIAL/INDUSTRIAL STREETS AND 20' TO 50' ON ARTERIALS. THE RADIUS MAY VARY DEPENDING ON THE CIRCUMSTANCES. 20. RESIDENTIAL DRMOWAY ACCESS PROHIBITED ONTO IRON THORNE DRIVE, DROGON STREET, AND CASTLE BLACK ROAD. 21. ALL DRIVEWAYS TO PUBLIC STREETS WITHIN THE SUBOMSION SHALL CONFORM TO ACCESS MANAGEMENT STANDARDS OUTLINED IN ARTICLE 7 OF THE UDC. 22. DRIVEWAY ACCESS TO FM43 SHALL CONFORM TO ACCESS MANAGEMENT STANDARDS OF TEXAS DEPARTMENT OF TRANSPORTATION. 23. ALL LOTS AT SlREET INTERSECTIONS SHALL ADHERE TO VISIBILITY lRIANGLE REQUIREMENTS OF UOC SECTION 4.2.9. LEGAL DESCRIPTION• A 446. 408 ACRE TRACT OF LAND , MORE OR LESS , AND CONSISTING aF1 TRACT 1, A 293. 041 ACRE TRACT OF LAND DESCRIBED BY DEED, DOC . NO. 20 I 9035726, 0. R. TRACT 2, A 10. 09 AC. TRACT OF LAND DESCRIBED BY DEED, DOC . NO, 20L7010B62, 0. R., AND TRACT 3, A 144. 570 ACRE TRACT OF LAND, BEING CALLED 144. 30 ACRE FIRST TRACT, VUL. 10&6, P. 140, D.R., THE ABOVE THREE TRACTS BEING PORTIONS OF ONE OR MORE OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTifICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES ca., TX l~-~ )~ {JJ IP 00@ w; ~{ff) JD OCT 1 6 2019 M1 PLANNING COMMISSION ...... °"· 10/8/19 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INT ERIM REVIEW UND ER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDIN G PURPOSES. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENG INEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PRELIMINARY PLAT OF KINGS LANDING, CORPUS CHRISTI, NUECES COUNTY, TX """ """' ,. ~ 250' PREL SH2 SAME COM. NQ. SCM..E (H): """' Mo NONE JOB NO. 18068 H 'trf'!Sl-t 10/8/19 DATE Pt..OTTED SHEETi._OF _2_ APPLJCATIONFOR WASTE WATER REIMBURSEMENT We, MPM DevelopmenL, LP, P.O. Box 331308, Corpus Christi, Texas 78463, owners and developers of proposed King's Landing Unit l subdivision, hereby request reimbursement of $45,607.42 for the installation of the offsite waste water collection line in conjunction with said subdivision, as provided for by City Ordinance No. 17092. $241,165.50 is t he construction cost, including 7.5% Engineering, Surveying and Testin g as shown by the cost supporting documents attached herewith. ~M.17 mossa ostag 1as1 , res1 cnt THESTATEOFTEXAS § COUNTY OF NUECES § L-Hu }:zow (Date) This instrument was acknowledged before me on .1-.;.s::;_,_~.__-1-d<...'-llc.+-------' 2020, by Mossa Mostaghasi , Presid en t of MPM Development, LP, on ···fl:~-;;·:;;(;~-... CYNTH IA BUENO l~o/*..--"'<',....\. l• i l~l ID# 1178588·3 \ ~ \. 'l , .., ; Notary Public ,.,,,,,,.,_...._~.,,./ STATE OF TEXAS •.;~OF '" ,.. ''.................. My Comm . Exp . 11 ·04 -2023 CERTIPICATJON The information submitted with this appl ication for reimbursement has been reviewed and determined to be correct. Reimburseme nt is subject to: (a) Sufficiency of funds in the Collection Line Trus L Fund, and (b) Appropriation and approva l by the City Counci l. Developme nt Services Engineer (Date) Exhibit 2 APPLJ CA TJON FOR WASTE WATER CRE DIT We, M PM Development, LP, P .O Box 331308, Corpus Christi, Texas 78463, owners and developers of proposed King's Landing Uni t 1 subdivision, hereby apply fo r $.195,558.08 credit towards the waste water acreage fees for the collection line extension in conjunction with said subdivision as provided for by City Ordinance No. 17092. $241, 165.50 is the construction cost, includ ing 7.5% Engineering, Surveying and Testing as shown by the cost supporting documen ts allached herewith. =t hQ. l t.t> w (Dace) T H ESTATEOFTEXAS § COUNTY OF NUECES § \:\\11 ..U A This instrument was acknowledged before me on ~..!JO._V:....:....\,,__\,>L~--\ V_;_\. ______ _, 2020, by Mossa Mostaghasi, President of MPM Development, LP, on half of t he said corporation. PUBLIC IMPROVEMENTS TOKING'S LANDING UNIT 1,CORPUS CHRISTI, NUECES COUNTY, TEXASExhibit 3 8 9 10 @ y 7/ / 6 5 ll 12 13 14 DRDGDN ST 4 3 2 1 lA lB @ Ul " 75' " DRDGON ST ~ ~----------------------------.,60' -"' D z -< I "' D z '" " "' 75' 1 ® 60' " ;o ,. Q D z " -< D z "' " "' 60' z I 1 __ 1 ~f--1---j f--1-- ; f--~-I"' I -1-_J L __j r-------j_ --1 ~ f-!-1 ~ r ---1 f--1 ~ ---L-__, .. I D _.__..._..,_+--! 1 I I~ -r1-=:J;[_ 15@ 50 ' 15 Ul ' L r r., ,..... g QARTH ST 16 MEEREEN ST q 50· I I_ _ , 1_ _J ~· "' I I <:i I 1 50' @17 i----1--1 .__2_1-----<,_ --I~ I ' i :r j-1-I~ l 2 18 2 f---2_2----4t---1 ~ I ~ -I--I 1- 3 23 24 5 6 26 "' 1-----7---i ~ f----27--1 1---8---1 ~ f---2-8__, ,, 1----------i 8 f---2-9 -I 9 " 1-------1 -< f--------1 30 10 31 l l 32 12 33 13 1 CD z w -< PROPOSED TE~PORARY DITCH 3 19 1---4---1 ~ f----2-0-----< 1-------4 ~ f-------< 5 -I 21 -1-------4 " f------< 6 Vl 22 1-------1 -< f------< 7 23 8 24 9 25 10 26 @11 27 12 50' 28 13 14 29 30 @31 32 ,...--c:_ WEBER RD. _c FM 43) --------------------------------- THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 100' 200' 1 •• I I SCALE: 1 '= 200' 400' I OWN. CHK. N BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX N WEI SH STREET EASE MAP PLOT SCALE: SCALE (H): SCALE (V)' DATE PLOTTED 1" = 200' SAME NONE 2/18/20 COM. NO. JOB NO. STR-BASE.DWG 18068 SHEET lA OF 33 Q# '"'"" 2EEREEN ST I oo'I 8' PVC J--•_J 1 21 ~ r -, 1 ,__ __ __, ""'le----1~ ---J ~ ~ lf--2_2--1t ---J ~ 1-----1 - 2 3 23 ,__ __ _,~,•e-----1 24 6 26 '" 1---7---i ~ lf----2-7----< 1-----1 ~ lf------1 ' 28 J> 8 ,__ __ __, a ,,__2_9_, 9 " __, lf------1 30 10 31 11 l 1-----i; 32 12 33 13 ,__ __ __, ~ 34 14 ,__ __ __, ~ 35 24 25 26 27 15 ..__l__l__L__j~_,~-=11..-.....,~...,..~,---r~""'l'"~'T"~i""'"'i~"'i"~i""~r"'~r""i~"T~"T~-f~~"lwf.~3~6~f------i~ • ~ '.:! 1 6 JIJ 1----1 22 ,.,--36 -~R;;;HTA;_;;E_:;;G:;:AL~C;,;.T~,;,!"~'-,,,,,,""';-bji'1-5 6 7 11 12 13 14 l 5 '"l----L--_j Ci! 1 2 3 4 8 9 10 16 §~"~· 37 1 7 ~ 37 21 a"--19 • 0 '1 \;: ,.__a _ _, '" 1 s 1 7 16 15 l~_J__L__L_L_L_J_ _ _i_:12J=--_J_____J _ _J_ _ _J__--'-:-~~'--~'--~ ~ @38 1 a ~ @ 3 J~~ .... .....i:~·~-.. -~""i'"""~;,,.'i"""""T"'-~B~LA:;:C~K~W;A~TE~R;.,.:;S~T"F'~~~!f."'i'<~··.!9"'...,'T'"""-;j'~··r---:;;;-t---;g--j'1 1:: nj,... --~ 39 19 39 ~ -< "' '" '" c z z J> J> __, :r: I L--1 I f------1---H 15 • Q~ n\lc QART~ ST 16 ,,,'1 '" 1 i 4 @17 --1-----jb ~r--2 " D _I_ ----l----111<" "I 3 " " 18 19 __, .. '" D 4 20 5 21 6 22 7 •• 23 8 24 < L--9-"' ~ ~---1 z 25 L---"' ;C ~----4 " 26 10 .__ __ __,, " ~----4 @11 __, 27 12 28 13 29 30 16 • ill 32 17 33 18 34 19 D Cl i 39 " '-------< I I I I I I I I I I I I I I I I I I I I I I 9 10 ~ 11 ® ,.,-- 12 -13 14 3 4 5 6 7 8 20 J~ ~ 70 CT' l-~ l 48 ~ 24 ) ~ ";,_· _48_£®"--2-4~·.-" '---4_0_'----L---" 14 6901J 16 15 11 12 13 9 10 ® 40 8 7 -a "' 3 2 1 6 5 4 l"----L-_L _ _L _ _t___c___---1 ~ ( lA lB (3) ' 8' PVC", __, ~-4 A ~ "" q -ii & : ' . -'" D z i " . ~-t D z" ri a ~ '" . . ' j B'PVC 1 ® B'PVC l j ' ,......-=C':=_ \JEBER RD. C FM 43) i " w ; < n ~ '" J> "' D z " __, D z rl ~ " ; ~ n l CD < n ... -- < n DRDGDN ST lb"l""VL. - ' w 8' PVC - THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. -16'PVC ' 0 100' 200' I•• I ' SCALE' I'= 200' 400' I OWN. CHK. N BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX N WEI SH WATER EASE MAP PLOT SCALE: SCALE (H)' SCALE (V)' DATE PLOTTED 1" = 200' SAME NONE 2/18/20 COM. NO. JOB NO. WTR-BASE.DWG 18068 SHEET__!_£_ OF 33 "' "' w " <: I "- w l'.l <: -D ::J co -> w l'.l R w "' w -"' ru ---5D'YR I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I \\: I I I I I I I N _~YR _____ _ ------tis-----ot---- 15' LIE _ -+ ---&-EE- 1 "' 0 LDT IA LDT lB LDT lB -609, 851 SF = 14. 000 AC. TO CL IRON THRONE STREET AND INCLUDING 15' STREET DEDICATION ALONG FM 43, 559, 905 SF = 12. 854 AC. EXCLUD J NG PROPOSED STREET RJGHTS-DF-WAY PROP CONTINUED ON MATCH LINE HA" D SHEET 3 STA 12+50 CONTINUED ON MATCH LINE "B" SHEET 4 STA 12+50 Ln (") D (Y) Ln ru (") Ln ru D ru ,,, : ~~ eo~ "' i! ~ ..,. ,-----"Jo 1 ru l_jci LL CLJ 0 c\J~ D ru 8 g;j L!JI 00 ci Cn~ O r: M ~ 00~ + c----;,.>-~~-+Z-+1-L~=J-@J~-++--"--'@J"'--J!---"-"!l.-~~ + f--~~~-+-+1,.._+o"""""~+-1f--~'---J!--~-:-~"u~~ ru : W ~ I ~.+<=l::!:=:::<S""""*~c;"~ i~ ru I ...i!i o u... o::: .------t __....-.------t I >-C>J 1-cii--:r-1 _J @J ~ ...J ll;'.'.lf') I en lu I-l-ie' 8.,,,: 1 ru I>-~ e, ,r CONTINUED ON SHEET 4 ~:; : ~~ : r-~ ~ru MATCH LINE 'B' STA 12+50 _,_ I Li... I u CD t:;g] -~-LI ~ I '-......_;N w w a... , I 1-v 0 _J ~ ~ _ ;: f I ~ I ;--TC LT S. RT 32. 71 '~ l ---~ llihl 4l-1 i" 'i! ,_ I ii!;;; I r--"-I I 1 ' ' ; N ~ 111~-0 tl),_,_J I Q_ -0 Q_ b ' '· ~ I I FL 484 RCP 25. 24 CONTINUED ON SHEET 3 MATCH LINE HA# STA 12+50 ~ ...... d r._. ci ~ 27 6 HDPP STUBDUT .---1 I :::: ~ .---1 I )t:; ~ ~ '- GB AT MATCH LlNE I I ~ ;:; ~ ;:; i I' I FL 48'RCP 25. 25 0 ! ·'" ~gj D ! g -Kl I: II ';, 0 ' ;',I~ I: I TC LT g, RT 32. 47 ~ ~ O! lil ~ §,PROP. 15 LF + f-------+-+1-;;,"<1---++----+l---"-'"ll,,--~ + f-------+-+-1 -l--+-Jf----Ll[]_C---J+-4-----t 0 N 48" RCP @ 0. 05/. -i--1.-~ d!, 8 \ c!!, ' ~AND PLUG, FL 25. 53 .---1 I ci <t: , .------1 I ~ ~ ~ ;t \ f '\ I C>J "' t:;~ lYI: ~::j:~~~!:'i' 1 1 ! J I ii PROP. 48" RCP PROP. 15 LF 27.HDPP , Lil I ' I 1· ' @ 0 1% STUBDUT AND PLUG, FL 25. 5~ 1 I \ '---; DI \ : ~ ~ I ; ' " "11 j I 11 ' . [L 1 ' .. " '.',, FL 25. 43 _J ( I I ~ 11 I I STA 11+90. 00 CL B' INLETS (I'):~ u '·!NL I ~ o o I I .... (") [)! t-C!l G/Jr--I -~ LT&. RT, TC LT B. RT 32. 15 ~~:cir... ~: ~ STA 11+90 PROP. I _J 0.... ti~ I LDT 2 11 I ~ ~ ~ ~I 11 1 1 I i ...J : I\ ru ci , I I \ STD MH, TOP 32. 24, 1 1 ~ U D 'i! gj I @ ' ' \ "-I\ ' FL 25. 28 D ~ °' ~ I I • 1 1 1 % o I O 1-! ~ ~ 1 1111 !,, lo~ ~ 11 111 cir-------t-+1-1---+-t---ff~-,_-+!-------t sf-----<~39-c~--t-+;--+---++----1+----~ ~~~~DP~~·~LLF llDil ; ~ ~ ! 1 1 1 FL25.52 : c; --1 :-.---I I 0 _J I 25. 62 Sc PLUG~ l ~\ ;: l -"' I " I . I :; ~ ' I ~ ~ ic!_ : -"}.~..l!l'~ ..... 6"'\Y~'. h~I ~~~~ilP~ ~-~L LF 11 I ; ~ : II 111 : lL ,_ ,_ I ~ )--i'ljj 11 ~ '1 ! ~ I 25. 62 & PLUG 1 1 I ~ I ~,,,. :'.: I 1 I LDT 2 : "'"' : !:; "" I I "'~ " ~ I 11!----sl TA 10+70 STD MH, TOP I I ;:i •u , @ I I 0 ~ - 1 1 /!, "' 0wil • f 11 I 32. 25, FL 25. 42 ~ d I ~~ I ~ :WM P RD P. 4 8' RC P §1 0, 05/. ~ l I\ "' ' I 11 8 : ~ 1----+-t!---++-C>J-t+---I+------" : ~ I I ~ "0'j' "' ; 1 1 :J 1 1 1 I f ~ -~ t1 a ~ •. ! I "SI "' &. ----+--+:-+---++-----ll+-------" CT' : ~ ~; 11 I ~ s I ~11~ I ! ~ ; l ~11~ : : ~ ~ ~ I I ; 60' ROW ! 11 I \ ~I 11-11 1, I I ~I lru : i r-~: 11 I ' 40' BB 1 1: 11 ; ' Rnw · ,1, I I ;---: ~ '::; I I : ~ Ii I 11 I l x , BB ;:; ~ I I 8 ; ~ : 6 8 ! ~ 6 11 I ! ' 1 0 ~----1" .,i l 1: I \ 1 1 I , : I 'ii l II I ci; l-----f~~"':e--1-+1 +----H----1-l----j w ci; r-----+-t-,1 -+---tt--@J-1-1-------1 w I I l 'i' CJ ' :11 ~ P RD P. 4 8' RC P I I : I ~t t : ~ 2 : ~ : ~ ~ 11 I ' " ~ ' 11 11 @ 0 05/. 11 1 1 ~ I I ~,_ : ~ : 00 ~ I I ! Bi . ; *I\ I I ~ I ~ I tli ~ I ~ z ~ ~ : v 8 ~_J ~ 11 I ~ 8 ~ ~ ill I ~ STA 8+34. 67 GB LT & ~ ' I l 1 '. I I I Lf) D ,_ M I "-<[ ,, ' rl ' "i \)- RT, TC LT & RT 33. 21 ; b 0 CY ~: I ii! 6 ~:;; I I ~ ~ CJ ! ~J i\l I ,--"IL fll_I i,_11 I 8 ,, 0 ~ 8 l'.lO' ! []_ 8"' 11 ' Al pl ' I I ----+-!'I D='-1---+l----"'"'----l-l-----1 + 1-----i"ne"'' ~~t-+--t---+l------IH------1 I ,_ I ~ o " ' I ~ I PROP. 48' RCP §1 0. 05/. 1 + T 1 0 '1 ci...J • 'i' 11 i , t I' l@J o_ I' iii'::; W ".'u I I ' co o j 111 1 1 I !'-. ~ 1 I I : ~ ~ ~ ;tic! : ~ : ,_ I He ~ rl j I I 11 ~ ' I~ '" e---4 ~~ I ~~ r ~ ~ I I I ' ;:; I ;::; ! I I _J ~ Du_ ""' I ~ ---------I '['"_·_·I_ _~t ·. i I 1 111 .. ~ I 1 I : ~ ~ ! I 1 I : ~ §, ~ i i;i ~ "'I~! ~ ~ l ! I \I Ill 'II\ D : g' D IO ~rul~l j l I~ ~ ~ I I : ' I I I j I I c; l-----+-J1---11----+1---l-ji---____j c; 1----+-t!---t+-@J-#---t-+----I ' ~ I \ I r--°' I ' t I 'n o \() I 0.-111 II ,;; "~ ru,_ I I ; 8f ! I I ~ : I ~ [ -' 1\ !l'_J ' -I _J 11 ';/ ; I II ~~ I: 1 1 i I ! : : I i ~~ i ~ I: : ! ; "-; ; I :\ t I i 11 D i ;:~ 8 i ;~ 111 II ~-'.18+ I 1 I l:RgP05~8'RCP ! I I D I "'o ru + r----++--+----t1C-----lH-oW"''-------I 1 j : II 11 I \I ~·fl I I I ii Lfi f--~~---+-,f--+--+1----1-+_;"~"-~"----1 Ln : : : R 111 II ;_ . "' ~-~ ' I .. Ii! ,.n-;1-f-=:::::t'=~~/' I ,_ D 10 ' 1 I 11 \ II I r -i I 11 5'"'ru I I J>-ru I. I " a'::;"' : I 11 I ' ';/ ' I I \ I / lf ~ I "1~ I ~ 8 D~--~ I 1 \ \ I 1 I ; : I ~· / I 11 ~ g"' I : >° ~ : I I ~ ~ " ; I I I !l'C t, t, f I I 0 ~:~ i 8 ~~= :~ 11 I ! l 0 l ; I 11 ~ I I ; Ki iii "I 1 1 I c; f-------t-+-;+---+-----+------t ~ f----<'".'C'--~=<-~,--j-f--1 -+--+-----+------t \ 'll ~ <; ~ loi I \\ PROP. 15 LF 27" HTIPP '-IN ,_, ?o•CJ ~~! / / j "<I' I ",_ ,_ 1 11 • "' ' 1' 1 I \ STUBDUT AND PLUG, FL 25, 94 £Lt.. I -'"f:'. I 2:3 ~ ~ ~ I PROP. 12. 5 LF Dll ~ ~ ~ ; Dl \ ; 1,:, tnf;?I -1 1. I ' STA 4+79. 30 PC&. ENil I vi ...... 1-I 36'HDPP, FL I I ' ' lco I PROP . .1~2. 5 LF I I /r.1!lit'"lll1:--rJ-i!.... i//4/_rµF ~~ c~L~T~TL~2~l~T. : ~ [ ;:; 25. 93 ~PLUG ;~: 11 \ l ;,lY' ~~~~~pp'\P~~G :t {.J U K. If-I ---~~ ' I I J ,°' I '1~ PROP. 15 LF 30" HDPP I °' I ,_; ------I , ·.1 -'.'.~. '~ -~ " k ~ STUBDUT AND PLUG, FL 25 94 I oi5 I ' I ' - // / {~ (t; I [/ lsrA 4 +79. 30 PROP. o I :J O : ~ _Juro ~~ 11 I ~ 1 ~ I I STA 4+50 STD MH, TOP ~ :t I STD MH, TOP 32, 22j 0 I u 0 LL.-. ~ 32 31, FL 25. 73 I I ! /';" -~1 I FL 25. 64 + 1------+-lh~--+----+---~ + f-----+-+14'o15"'---+----t---____j LDT 2 0 ' ~ + ! I \ \/ :t ;; ? ;:; ; ! (") (") : ':J ® 0 ~~ I I l . I ' I /l ';i :z~_,{ 10 ~ [{ .!1111! ~ ~6; 11 1 l I I ' I 11 : -" I ~~le! I I . I " ~ I I I ;-. VJ II ~ I I ! 7 s· R w -!~I /1 I : I 11 I ~ : ; 1 1 11 ,_ f~;/1 "0;00 -z ff;I o ,_ : o : 11 1 "'1 'II ,, ,. ,. T D Z...J I D I I ; I 1 I ~: ~: ~I-/ : ,, f i I J I~ 1~ Lo®~ 2 ct --+~+l."·:~r--1~/+.'----+-----+------1 ct c---~-u-/---1-/1-----+-----1-----~ ~ u I : : "'~He; t_,6~"'~'-1, -,.,Ro.,,w4! --~~ I I \ G ~ ~ = rul I ~ J :: a : I 'Is D [)!CD : :~ / : w ' •. ~~ ~~ f /ff ~ J; ff / / ~:~ I ~:~ ~~-~ 11 ~ ~ ~4o;BB ~ ] I D ~ "'~ I I 3 ' ; ~ ~ I ;C '::;"' I ; : ~ 1"51 l : ~ ! I I \ :l<ic' ~ic' / ! I ; / I/ "'u"' I "'"'~ I "' i;; \><I l;nl i "' -, I I + I ~ I-Giii-I :=.~: -0 ..... ~ x ~ I ~ -"' I ' ! I I I "LJ_J I -' LDT I CD PROP. 48" RCP §1 0. 05/. HDPP (HJGH DENSJTY PDLYETHELENE PJPD CONTRACTOR SHALL USE HDPP WHERE SHOWN JN THE PLANS FDR STORM SEWER. HDPP SHALL BE DUAL WALL, CORRUGATED EXTERlDR WALL WITH SMOOTH INTERIOR WALL WITH MANNING' S HYDRAULIC COEFFICIENT OF 0, 12 DR LESS AND SHALL MEET THE REQUIREMENTS OF ASTM F2306, D2321, F477, D3212 AND AASHTD M252 AND M294 TYPE • s•, CONTRACTOR SHALL SUBMIT MANUFACTURER'S CATALOG DATA FDR HOPP TD ENGINEER FDR APPROVAL AND SHALL DD ND HDPP CONSTRUCTJON UNTJL HE HAS RECEJVED ENGJNEER' S WRJTTEN APPROVAL PAY FDR HOPP AS LF OF SAME SlZE RCP \ \ \ \ \ \ \ \ \ \ \ \ \ PAVING GRADING ANO DRAINAGE NOTES CONTINUED \ \ \ \ 16. ND SEPARATE PAY FDR CLEARING AND GRUBBING CDMMERCI AL LOTS C LDT 1, BLOCK 1, LDT 1, BLOCK LOTS lA ~ lB, BLOCK 3) AND 55' DE ADJACENT TD EAST OF BLOCK 40 OF THJS SJTE AS SHOWN SHEETS 13 JN PLANS HEREOF. \ \ \ \ \ \ JN 2 ANTI AND \ 11 AND \ 17. PAY FDR CLEARING AND GRUBBING FDR 1) TEMPORARY OFFSJTE DRAJNAGE CHANNEL RUNNJNG NORTH JN FUTURE JRDN THRONE DRIVE AND ASSDCJATED BOX CULVERT NEAR DSO CREEK AND 2) ALONG THE TEMPORARY DRAINAGE CHANNEL IN THE FUTURE RJGHTS-DF-WAY OF MEEREEN AND QARTH STREETS AS SHOWN SHEETS 12 AND 13 JN PLANS HEREOF ACCDRDJNG TD A 60' WJDE STRJP OF LAND AS MEASURED ALONG THE CENTETLl NE OF SAME. 18. PAYMENT FDR 'BRJDGE" SHALL JNCLUDE DOUBLE 4' X 8' R/C BOX CULVERT AND ASSOCIATED WJNGWALLS, HEADWALLS, CONTINUOUS FOOTINGS, GALVANIZED HANDRAILS AND CONTJNUOUS FDDTJNGS ASSOCJATED THEREWJTH, ANY SPECJAL UNDERLAYMENT BENEATH DOUBLE BOX CULVERT, ALL CLEARJNG AND GRUBBJNG AND EARTHWORK ASSOCJATED WJTH BOX CULVERT AND ALL DEWATERJNG/WATER DJVERSJDN ASSDCJATE WlTH THE ABOVE. 'BRJDGE" SHALL NOT JNCLUDE CURB AND GUTTER, SIDEWALK, 8'LJME STABLJZED SUBGRADE, 11' CRUSHED LIMESTONE BASE, 4'HMAC, ALL OF WHICH SHALL BE PAJD FDR SEPARATELY. 19. PAY FDR HDPP SAME AS RCP OF SAME SlZE. 20. ND SEPARATE PAY FDR EARTHWORK, BEDDJNG, MATERJAL ENCASEMENT NOR DEWATERJNG FDR STORM SEWER PJPES, INLETS ANTI BOX CULVERTS. \ S89° 05' 03" W 159. 34' \ I I I I I ~ I \ \ \ \ I I I I I \ I I I I I I I I I I I I ai d "' ITT -r-- "' 0 '" 0 0 nJ d z u 0 R ,_ u " "' ,_ ,,; ,_ D _J ai VJ~~ ,_ ~a) "' r--,_ 10 a a: D ~r..: ""' Ei > " z D _J THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. al ()j - al Ln lf) w 0 D D (/] z ! 0 I• 30' 60' •I I SCALE: 1'= u (/] J> --t < Al~ l'l z l'l Q --t ' J>Q z Al t:J J> t:J (/] ~ --t z DQ Al :;;: J> 60' '-o J>c z tI1 t:J' ~~ Zn Q 120' I ~Ii!~., t:;~' o f 11/ ~ ~ ~ / ;"~,_'"I I ; \8ru+tl \'I I J r l 'i' 0 I ! l I ~ S! ~ ~ ~ o ~ ~ ~ ~ Kl ~ "~ ; '. ! \ I L Jj -~ ru II 2D'YR ~--__ '' ___ '_' __ ,_u __ ru __ -------------=----==~~=--~~----~----------------------=----==--~==~~=-:::!_] 1/:/ I "-L_L_~~=2_o'_YR __ =----==---l-5'=U=E ~~=--~~---- ~--= ~ =-----= ~--=-/'. 1 ~ \:: ---= l5'UE-=------_-_-_-_-_ --------------------------------------------------------------------rn------- ------------: ~::;:::_::=.-==-~~=~O'-t':"' ~E~=-==-=:....::=-==-==-:=:....::=-==-==-=:....::=-==-==-=:....::=-==-==-=:....::=-==-==-=1=5:_' =S=T::.R_:E=E=T-D~E~D~I~C=A~T~lD~N-==-==-=:....::=-==-==-=:....::=---==--------------~F==-P 36. 2 z (/] t:J l'l :;:::: t:J l'l Al Al J> 15' STREET DEDJCATlDN u... _.....-30' R <BOTH SIDES) I V 1 o -_ ------~/::_-=-1--\--\-+'-.::~--------- EP I \35.P7R2DP EP \_1 75 LF FULL SECTlDN 24.RCP CENTERED ON STREET EP VERIFY LOCATION OF EXISTING 16" WTR PRIOR TD ANY TAPS CWDRK) ON IT ------------ 30'R (BOTH SIDES) / I '--L.,,~___,,___,,,___::,,. __ -----EP___ EP / 35'.170 a EP PROP. 64 LF FULL SECTION LJ ;C 24MRCP WITH TXDDT SETS EA / ___ EN~ FL 33. OO_FULL LENG~ _ ~--_ ---- "' 0 --~- l5' STREET DEDJCATJDN L 0 0 0 aJ " z 0 z 0 uZ Al J> DQ 'l l'l i--o l'l' (/] J> -~---_ __!._ - z "----CL FM 43 C \JEBER RD. ) ---- __ JC CL Fi:t_ 43 C WE~R RD. l _ ___ _ ~ _ WITH TX~DT SETS E~H END, FL_24 1 33. 40 i_ULL LENGT'=!._ BENCHMARK --------------------------------------- -------- ~1 CM IN CONC HEADWALL, CL CR 49 I EL 35. 60 0 "' '" :;: "J> ci-n z . "' '" z" p Cl "',, 0 --"' w 00' ,. -w "' -w 0 J> n P_, ""' J> n -< "' -< '" ;<"' '" "'" """ '" "< . - z 0 ...... Q --- ----7. 5'WE - I >-D 26 0.....,. 23 24 27 00 ~ I 25 '<t"~ fri'.=i r-~ :~STA 24+84. 48 END 4' X 6' BOX CULVERT, I ---------..... i ~ ~ Kl / BEGIN TEMPORARY DITCH, FL 24. 64 ~ ~ ) ~END OF ROAD BARRICADE (DEJECT MARKERS) I ,........-:: -r--:--...... 1--1-~ v/_ ~_.....,...--STA 24+59, 48 END CS.G LT 22 f9-~v/"" "N-'_,, '~ -C/J~ a--0 ~0'"1+1>-",..,. o/_ & RT, TC LT &. RT 32. 42 I 1 .. ~ -.......: ·· .... ., "· -._ -~ ---FL 28 DD~ ~ ' ( I,,, ~.,~~:~~~~~~~~;~~";"~"~"~"~"'~'~";"~"·=·~":"~~,,,;,;-~·~-~·-~-~-~~ ... ··~--~-,,,,~~A/ii.~· Ril'C~F: I i i 1 -------:z :::::::--.;;. >'n.-: " ""'" 0 '""'" >'F//.>'-'"''""' " V//. '' ; I STA 24+19, 48 IRON THRONE R = 1- -1'-------,(-mJ.it'I. t;~ --_ 2+00 --3+00 $ 0. 3% ~ iq-4+00 ----=--'l~o:-;;)f--~:rrii:s~T~A~4+i:io~o~. ~D~2:rH~A~EGGiA~L~C!T~P~R~P~M~H ~ .---------------~ 7lJ--15wRcP-mm~ ~ \I RISER, TOP 3;;, 16, 2FL BOX C 4. 67 I TC 3\0 I ~ .. :.. ....:: ~~%~ ..... ~...:..+• .. :-~; .... ;.;;;;,,~ ... ; .. ~,,,~:~.~;,~;.;;:;.E;~;L ~ .. ~c~~;.~-~-~~~=~;·~-~~%~,,;"'~,,~:;.~ .. ; _ .. ;.~~·;,~,.~--~~---; .. ;·~·-~ .. ~~~11~:/.,~· ~~~~"-~ ~.Jl-~l\Y, f'~-&:f. P11L14 JT ~T ~3;~5L i~ ~~D Lr & [~~Eii ~~ 3 I ..,../ I I 1 ~ 5s;lNL4 E+5T50LOT,2 PTCC LL. ~ ~~ 3~~~0 ~\):I t ~1~ 1 21 "· ~/ --+ • ~tc -x : %~ ~ I ,,.,,, ,.,, .,,,. ;-;~ -I I 2 , YR FL 27 . 00 : (ry :o ~ I c sTA 23+26. 2 PT RT, Tc .....___ --.....--o1:1 f3'\ ci ' -~ ['T') LT & RT 31. 7 .... \::.; I II I'--% ---~ I ......____ ~ I 1~~ PROP. 4',6' R/C ;,...L.----1 ·~i ''1 /S-TA-1+-45-,0h_P_T&-END5'1NLETS "-i)i BOX CULVI RT @ 0. 05/.~~ ~ . ,"o ~ L,/_ LT & RT, T~ LT & RT 3L_ 6 _ I 19 I 1~~ 18 17 16 15 I ~ ?i ~~ '',,.,Z>'//~ ,,,,,.,.,.,.,,,,, ,,,,-.-,.-,r. >'/. 0 ~CONTINUED SHEET 21 MATCH LI NE STA 24+59. 48 - 4 PORTION OF A 130. 570 ACRE TRACT, DOC. ND. 2D19051482, 0. R., A PORTJDN OF SURVEY 135 ABSTRACT 581, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTJFJCATE 31 ANO SURVEY 139, ABSTRACT 577, CERTJFJCATE 33, SAJD SURVEYS NAMED CUADRJLLA [RRJGAT[DN COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP -f--1-7. 5' UE -- 5 6 7 -- 8 r"' -<"' '° r -< " -< ... WA> ~ _--l _ -1--25' YR _ -~ __ -~ __ -g:::;- --~EE _________ -----f-\: 4+00 5+00 s 0. 3% ::;::: J>n -lo nz :r: -I ,~ ~z zC fTl fTl t:J 20 I I~~ ST~ 23+00 FL BOX I ~ (/) ~ -15 ,,...,p ~1~· RCP 2+00 s o. 3 7. §5 \ ~= cuLVERT 24. 73 ~ f ~ l'-l+oo--·so. 3 %----- ~ --_J ~ -----J j h --, "' 3+00 ---+-~ -------+-- BLACKWATER ST s 0, 3% ------' _ __, nO ,Z ~~~=~~~~~~~~~~~~~=~l=~~=~~=~~~~~~~-~~-~~-~~-~--~7i.~~~.5~~t~~E-~~-r~~~=~-±-~=~=~~~~f t ,~---··~· ---= --· ·- §I ;. 7 " ' 1 ow ~ 11' STA 22+58. ~ PC RT, TC 1-..J I 13 --... 50 B ~ ...... LT 8. RT 32. 1 7 ~ ~ 11 12 14 ~I ~ : ~ ~: % 4) I~ l~~I , . ;: :ci a a : rih,,.., , , , 11 0 11 ~ '- PROP, 4' X( ' RIC 1,,,,_.-"'-~ r ~. "'' ''"le I I BOX CULVEf T @ 0. 05/.-!--; <C ! I ,'"STA 21+60. 17 PT RT, TC 3 10 9 2 -- 4 5 5'EE 25' YR 6 7 ::;::: 8 ,...---: -1--:---..,.., I l 25'YR ~ GBt : .fLT B.~32.47_ -----~~.(~--=----_--_-_-_-...... _-_-_-~ ,,,.-.,W Vt'.;r,,,.r.z.,.,. "1 ~~~ 1 1 STA 21+49, 17 PT LT TC ~ tGB --\~4'(/l'' ~i:~ii1i~~,;;~-~~,,iij~,,,;~,;;z, -;,;,,b:-~;i .. ii; .. ,;;.,;;_i ... ii;,,,~ .. ~ .. ;;_i.~,~-~.,,;,~~.~ •• d.,,;;i,!/.i,;;,,,~,,~",i'~=·~"~"="="="="=-=·= .. ,=,,="~"~==·":-:·:,,:·::·:·~" r-1--1 ~ ·~ ~ 5 EE ~T 3~ so_, FL 27. 70"" _J j ,J.'I/ I ,-~ ....... ,,,.,."";1.,· ,-,. .,.,,,,, nu/."EI. "EJJ/. I ( (~//,·~ -...: ~~~~~~~"~"·~-~'.~ .. =L_~ .. :-~-::~·~·=·~·:-~·-.; .. ;-~·~=·: .. ~·~-;~~,,~,,-~,~,,= .. =-~~~~-~··:-~-=:;;:~~·~;;:·~~~r.rc~.~:~~:.,~15~r~"!1:P'uP~.J~por.15~'~R~CP~,,;~,,,~~;L:2:5:,:5~::~~=~;o.:3;%~.~~~=::;::==7=+=o=o~~~g=jF~~~---~·-~-~·~s=+o~o~~~~=s's~o1.33~%~9=+~Doo='~:~~::~~~~~~ ~ ~ J> -in no :r: z -I I t+oo -2+00 ~ io so. 3% 3+00 ----4:oo =::-::-!--------+--------ti;;I ;;u --DR_O_G_O_N_ ST ' 1-...L------_,l!J,,it' f--------O! --= --15 1R~ -0 VFL BOX tt:1 o t:j 0 ,....y ' 1 l:l ci DROGON ST -s=o. 3% o , CULVERT 24 83 " s·o 3 , - I Tc 3~ro 1;;,. __ ,1 ~./£·~"'"'· ~,.,,,.,..,.,.,.,.,.,.,,,,,,,, .... __ .... .,.., z.,.,,., ..... ,. "'"""' ,,,,, .. ., ,.,,, ~, .. .,,,.,. .. ~-"';,,,,,.,,., ~ ~+:L"~·~·~·~-.... ~;-~~,~~~~s;!D;.3;%;·;;:;:~;;;~~~;;;;;;;;;;;·;·;;;;~~~~~~~~-•z I u~\ \\, 2--,::• " S-FE --Ln., ~ Yi1'\~,1 ll /l~,~l :t}..,.,~~-"-25;,,~9,,, l ;:•UE ,,.,., ,,.,_,,,,,.,.,._,.,~_;'(~_"'_""_' __ ._ .. _.,,_,,,,,_.,_,,,,,,_,._,,.,,,.,._,.,.,,.;~·":TL":; 3 ;~0:;-.--~~ I 1 ""·:.:._·:_:·e-:/ ;'" 25'YR ~~ ;; ~II ~;~ 1 I~~ I r~~~~2 ~~~R-;--2o'YR -------------;::;~ I ~ (J'o f3\ ~ 'I ~ VJ ~ z ~I STA20+70.17PCRT, +-J:::>. ---------~ ~ 10 2 ~: 1 ~ ~ ~ 1 I ~ ~ ~ I I TC LT s. RT 32. 03 LOT 1 8 : ~ 4 3 ~ ~ D ~ f--I ~ 8 I --.,, ;: I I 6 5 !~ ~:'.'.~ ~':J I i ct l ~PROP, 4' X6' RIC BOX 0 [ ~~ ~~; _JI ; "' ~ ~ 11 1 CULVERT@ O, 05% 7. 5 UE I I ---------1 1 I ~ I :r:~ '·', I I ---S89"04' 28'W 513. 61' ,....-;· N ' 7, 5' UE 11 I ' I ~ I : I 1 I 8~------ LDT lA, 334, 530 SF = 7, 680 AC PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2D19035726, D.R., A PDRTJDN OF SURVEY 135 ABSTRACT 5Bl, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTJFJCATE 31 AND SURVEY 139, ABSTRACT 577, CERTJFJCATE 33, SAJO SURVEYS NAMED CUADRJLLA lRRlGATlDN COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP 1+00 35 NG ----- 30 PROP. 4' X 6' R/C BOX CULVERT -........ 25 !5'RCP 2+00 -----1------ \...STA 1+4 '00 PT &D LT & RT. TC LT & R .,...-FL [NLE LT 25. 2D l'\__FL 25 ' 10 20 N 3+00 4+00 ------1------------1------ PRO TC LT 8. RT @ 0 3% 0 5' lNLEn 31. 97 PROFILE -BLACKWATER ST 5+00 ------1------ GB LT ~ LT & RT 6+00 35 ------ RT. Ts/ p3, 02 30 25 20 ::;::: J>n -lo nz :r: -I ~ 'z ~c z fTl fTl t:J ' no ,Z (/) (/) -I :r: J> fTl fTl O' -I + .,,,, D D 1+00 35 2+00 3+00 4+00 5+00 35 NG 1-------------1-------------1------------ \ PRl p TC LT 8. RT "' '3% L STA 1 +68. 42 PT LT ~ RT, STA 4+55. 0 => PC LT ~ R TC T ~ RT 32, '6 5' lNLET LT TC LT ~ R 30 FL 1 NLET L- 25 20 PROFILE -RHAEGAL CT 1------NG ------ I , END _j ~ 32. 10 28. 00 '~ F 26. 00 / STA 24+19. 48 IRON THRONE DR = STA 4+00. 02 RHAEGAL CT, PROP MH RISER, TOP 32 16, FL BOX 24. 67 30 ....----PROP. 4' X 6' R/C BOX CULVERT 25 20 ::;::: _:= ----t 111 ! l5~·;11I 111 1 'i!j ,, :111 0 1+00 35 NG 2+00 3+00 4+00 5+00 5+00 7+00 8+00 9+00 10+00 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~35 J> -in no :r: z '" J> ,. c; '" :;: " ·:i: "' ,, . "' '" -w -0 PROP R/C COLLAR, 7'-4" WIDE X FULL PERIMETER ND, 3 RECTANGULAR BARS FULL PERIMETER 5'-4" HIGH (OVERALL DIMENSIONS, FULL PERIMETER OF JOINT)~ ND. 3 CIRCULAR BAR --......o'-73'y~ 6" -' Q TOP OF 48" RCP_/ \_TOP OF BOX CULVERT PLAN 48'"RCP SECTION A -A A L NTS 3" 6" / A J 4'X6' R/C SOX CULVERT 3' '--...s· PROP R/C COLLAR, 7'-4" WIDE X 5' -4" HIGH (OVERALL DIMENSIONS, FULL PERIMETER OF JOINT) -R/C COLLAR AT JUNCTION OF 48" RCP WITH 4'X6' BOX CULVERT NT5 11 I ~ I !1 ! ~STA 18+10 PROP MH RJSER, TOP 11 I ' !u-1: 31. 93, FL BOX 24. 97 15 LF 3 D. HDPP, FL 11 I ~ V ~ w-;I STA 18+10 CENTER 5' / ~ INLETS LT S. RT, TC LT 8. 25. 20 ANO PLUG I ! I ' ~: I RT 31. 85 Jt11-+-L ~'.:IJ+ll~'j''.'!<tlf--.!\l\l:~f,li. r-15 LF 30'HDPP, FL FL 25, 10tll I ' ~I ' ' 25. 20 ANO PLUG 11 I ; I 11 FL 25. 10 I --.·' l,111 11 1 ~.'~o· "', : ~ l-1 25 ~I ILJ21 ~ ~ I-~ ~ 1~1 1 ~ "'I I iii 11. I 8 I PROP, 4' X6' R/C BOX j ~ I ~ I I CUL VERT @ 0. 05% 11 I ' 7" OW ~ I 1 I 13+00 LDT 1 14+00 ----------1-----------1-------------------- PR[ P. TC LT 8. RT @' 11. 3::-:%:--. ---+---....,!.., PROP. TC LT RT I" 0. 3% GB AT TC LT MATC LlNE./ & RT 33, 30 30f-~~-+~-+-~-+-~~~f--~~-+-~~~+-~~-+~~~-fff-+~~~f--~~++-'<-~~-+-~~--j~~~-+-~~~-+-~~--+~~~-+-~~~+-~~-+~~~~30 S A 4+55. 02 "C & ENIJ 5' STA 5+ 5. 02 PT LT &. '-STA RT, +68, 42 PT l T & C LT &. RT ' 2, 96 [NLETS LT & IT, TC LT & RT 32, 10 RT, TC LT L RT 31. 93 FL INLET L 27. 70 15' RCP FL 25, 34 PROP. 4' X D' RIC B X CULVERT 20~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~20 PROFILE -DRDGDN ST 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 STA 23+85, 48 ENIJ 5' INLETS LT S. RT, PC LT, TC LT & RT 31. 79 23+00 -I 1~ ~z zc fTl fTl t:J t:J 0 •z (/) (/) -I :r: J> fTl fTl ...... -I D + .,,,, 0 0 STA 24+53. 48 PT LT, TC LT 32 40 24+00 ....... O' C\J Ul + 1- '1' w C\J w <I :r: I-(/) (/) p WW z~ ~~ 111 : 5 B !~111 11 ~ 1 ~ I 40 ...J 1- :r: z UO STA 20+8, 17 PC 40 I-U STA 23+2 , 27 PT RT, ...-r ' I ' l I 11 I i ~ , I I lll :[;i: [;i !11 1 11l l TI1~l 11I 11 I '; t I : I 1 I LT, TC L 32. 66 TC LT & T 31. 97 ~ ~+ C\J PR P. TC LT @ 0. 3% 1---CL ROGON ST CL BLACK~A ER ST -I 3 -~ STA 1 +10, DO CEN ER 5' INLE S STA 20+70. 7 PC RT, ~ ------STA 14+06, 66 GB LT&. LT g, T, TC LT g, RT 3 1. 85 STA 21+ O. 17 PT RT, ~ tJ 35t-----+---RT~,_T_C_l+T_•_R_T_3_3_,c+o_,,+.----+-----+-----t-----+-----l-----+-----t-----\l-----+-----+----+-T-C_LT_•_RT+-3-2_._63 _ _..,c+--\--~l-t-~l ___ t-rT~C~L~T_&c.+R~T_3~2~,~4~7_+----'-+---+-+---+--t-ot----\f-j35 <I~ --PRDP:---::-c-LT_i:_T_@_o.3% -\-----------------------------·----------------------------------~---- 1-(/) tr-_.T._c_.L_.T-t~~..ll.~t:~w.r..4Jl...il3Z.%..!..~-:k~ .... ~:£.,.~TW@~O.J8i,;5~'l.i'i-TC LT & V1 '-...GB AT M>TCH LlNE, PROP. Tl LT 8. RT @' 0. 3/. PROP. TC LT RT @ 0. 3% STA 21+49 TC T & RT RT 32· 42 2: TC LT &. RT 32. 47 STA 18+1 PROP MH STA 22+58. 67 PC RT, , 0 3 0t-----+----+-----+----+-----t-----+-----tt-----+-----t-~R~l~SE~R~,_,_T~P~3~1~.9~3'--++-1---+-----+----+...----l-----+--L-T_,_T_c_L_Te-----ll--~T~c~L~T-"•~R.:.+~3~2.~1~1--+-----+----@~o_._3_% __ -J-+-l--.+-.j 30 <IO' PR TC LT@ 0. 3% ' LL. 11 I I I I I 1 I STA 15+00 END 48 1 RCP s. BEGIN 11 I D ~, I 1 I 4'X 6' R/C BOX CULVERT, FL o BOTH 25. 12. PROV JOE R/C _..!J-C-llll--il-~ COLLAR PER DETAILS THIS SHEET 11 I ~. i I WP zw p <DP. 48' CP @ 0. C 5/. PR P. 4' X6' R/C BOX CULVERT I<' 0, 05% PR 4' X6' R/C BOX CULVERT @ 0, 05/. ~~25i"""""""""""'*"'""""""""""*'""""""""""""r----~,_+-,_,_~,_,__,,_,_,_+-,_,_-l-,_,_--+~ ..... """'t""""""""""""t""l::-""""-t-""""""""-t""""""""""""l-""""""""+-""""""""...,.,_~....,r-~~,...~~-t-~~....,---------*""------"'*'------;;;;;;;;j;;;;;;;;;;~---~..:;::.;;1.-............... .J....._ .. j I I :r: 1-u z 1-0 FL 48' RC::. 25. 25 STA 15+bO END 48•R P S. BEGJN 4 X 6' R/C B X CULVERT FL BOTH 2 . 12. PRDVJDE R/C COLLAR FL BO CULVE T 24. 97 STA 2 +19. 48 IRO THRONE DR = STA 4 DO, 02 RHAE AL CT PROP MH RISER TOP 32, 16, FL BOX 24. 67 11 I ~ ' I 1 I ~S~TA'-c1~42:¥+2~6.-:f6"c6 *GB~LTni&':---4-Lll I : t t ; I 1 I ~u20~--~---~---~---~---~---~--~---~---~~--~--~~--~---~---~---~---~---~--~---~---~---~---~---~--~~20 RT, TC LT~ RT 33. OD I 11 ~11 LLI-:--j ! I I 11 I l ~ : I 1 I 11 I ' i I 1 I 11 I ~ I -"' -:++PROP. 48" RCP I . ~ "'a , I ., o. o5% 11 : 11 I I i "' ~ l I L-----------------------!'L~OT!:-:!l~A~,~B~L~DC~K'-;f3-------------~\i\-+j1~~ 8+ I ~I I LOT 1B, BLOCK 3 % ~ "'~ ;, I " I ;~11 GB AT MATCH LlNE, 11 I ~ ~ ~ I TC LT &. RT 32. 4 7 ~_l.1-1.Jll;l....Jl...'G~B""-'G~B--"""~~....LL~ FL 48*RCP 25. 25~ MATCH LINE CONTINUED "A' STA 12+50 FROM SHEET 2 PROFILE - LDT 1 IRON THRONE DR THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE1 I"= 60' 120' I OWN. CHK. STA 24+84. 48 END 4' X 6' BOX CULVERT, BEGIN TEMPORARY DJTCH,FL 24. 64 BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD, , TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEWER PROFILES PLOT SCALE: SCALE (H): N WEI SH SCALE (V): DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD2 AS PGD 08068 SHEET 2-_ OF 33 1+00 40 2+00 40 1+00 40 2+00 40 CONTINUED ON SHEET 6 MATCH LINE 'F' STA 4+75 CONTINUED ON SHEET 7 MATCH LINE HG' STA 4+75 BARS •A• IN TOP 8. BOTTOM SLABS, #4 X 24' LONG ~ t2• DC MAX rrA 2+ C&G LT LT & R 2. 50 END & RT, TC 3 l. 26 Ln (Y) 0 (Y) Ln ru 0 ru Ln (Y) 0 (Y) Ln ()J 0 ()J SINGLE 4' X 8' BOX CULVERT DOUBLE 4'X 8' BOX CULVERT 35 STA 1+44 & RT, TC 30 25 , 98 PT LT RT 31, 0~1 NG r-----I -- 35 C LT&. R @ o. 3/. 30 25 20 20 PROFILE -RIVERRUN ST, PORTION OF A 293, 041 ACRE TRACT, DOC, ND, 2019035726, 0, R. , A PDRTJDN OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD., TX, MPM DEVELOPMENT, LP 1+00 40 STA 1+44. 96 PT LT RT, TC LT & R 30. 87 3 5 r---+---+-----i 3 5 NG ----'<;F-~-~----~ 1 3 0 r-----+--,__+-< 3 0 TC L RT @ 36 37 35 STA 1+44 & RT, TC 30 25 98 PT LT RT 30. 431- NG ---------, l '-"' l..-1 ~ I.., @ 0. 31. STA 1+92. LT & RT, 30. 57 35 50 END C&G TC LT & RT 30 25 0 0 + -q-u >-- f-0 _J "' u f- 1- (/) 0 0 lf1 "' ru + f--~~-+---IJ--'~"-""-+-~~~--1 -q-u I-ci >--_J @J u h- - I- (/) (/) BARS • B' 15' X 15' L -BARS IN WALLS OF 4'X 8'BDX / AND IN WALL OF DOUBLE ~ 4'X 8 1 EDX ~ 12' DC MAX BARS 'A' IN TOP & BOTTOM SLABS, #4 X 24' LONG @ 12' DC MAX ~ - ~ .-----:RDVIDE 36' DIAMETER OPENING IN WALL CENTERED ON 4' X 8' BOX CULVERT TD WEST. PROVIDE 8 ND. 4 BARS 36'LDNG IN SQUARE FASHION AROUND DPENJNG 20 20 0 0 + (Y) ~ z <'.[ _J (/) c-< "' ru >--d -"" '" >--0 CH>' 1--z <'.[ _J D > DETAIL JUNCTION OF SINGLE 4' X 8' BOX 0 0"' + f--~lfl"-i--+-f--~~~~+-~~~--1 CULVERT WITH DOJBLE 4' X 8' BOX CULVERT PROFILE -NAATH ST, DC <'.[ w (Y) ~ _J +u ru >-- !NOT TD SCALD 15 rY1 I I <: ' >-->--~(>' : ~~ : ~ ~~ ~ ~ ~= I ~ "'~ I ""~ ~ CONT I NUED ON SHEET 7 w _J CONTINUED ON SHEET 6 o ~:: o o >::;'" 1 f-o o__ MATCH LINE 'G' STA 4+75 MAT c H L I NE , F, s TA 4 + 7 5 c; f-<»_-.. -1-1-,-+-----+-------< gc c; 1-----i>--,,..:::c_+-11 -lf--=~----+-----1 I I 1 8 I I ~ I t '~ 34 \~I I ! I I ;~TcLT•3~T3161 I I ru !~] ru !~: ~ I! I 1j ;1 TCLT&RT29551 I I ~, ' I I I I "' , I " -I I I ' • 'i' 'i' 1~,f -,--I -"-1r,2""'0• o .~"1,---;l'io-'no. ""'77i:J,rl __, ,_ , ~ I-I-I \:--J I ~ : 0 I 0 : I~ ~ I I I \ I ; 'i' 'i' : I I I I i:j : -'( 0: ,1 -I~ I 19 I I . ~ i ~ ·. '-I I 35 I I I \ " 0 I 0 ' 0 ' @ I ' I ,, l~-1-~.lr,,.,=. <,"'.,,.----03Q-=,1.0s"17\-ll-i-\11H Ill J .... ~/-1~ ~-11 II 36 --!I II UlUl• : : I 1-k::='o;:------;~r'Hl.li ~ •. ! \(Jl 12l I I ~ II= 16 VY : t~ :. , -8 ~! 0 ~: ------31 -t -~ 20 ~1 I ~ , .. I~ l 1f-l,-i'".;-'-1"'"'~c---------ll-Ui-j_ I 11 I 0 I f'l ) I I~ ~ I I W + Ln O , I I --------, I I ~ ~ l 1 I 36 I Pii I I ~ . 't i; : ~ I '21" ·~ ~ .,---1 ~ o m o ~ ~ o m o ----, . . v i ., I 37 ~ NI , , M C\J ru , . , M ru ru t-.--~----'--"<,--,--r-i1ia 'Ii' VJ ' I I ' 55' Al D "' 55' (Jl (Jl Al D "' I I I I I I "' a_ I --~~ STA 1+ 2. 50 END C&G LT & RT, TC LT & R 31. Ol 25 25~--~--~ I I I I ! z;; ; I~ <Jll l'l I I '-{' I j 0 (/) ~If+-'"=.!'in ,c::--,:,---= r-;, n~7\ll I ~I 11 11 "'I 1 l r;:. 1 1 I Ir ~I~ I 21 2l_1 '1 \ ft1 _,t 1 I I~ ~. @ ' ~ ,/ ~I I ~ I~' l I '1 I I ~ I I ' !--' 37 I ---+1.,f--icl ;==o:;:-----:-1 ---;c=-;:;;,">t-1 --t:1~ g;:;l".'l '. I I 38 I I~ PORTION DF A 293. 041 ACRE TRACT, 1 1 I~ ~II ~~: ~I !"wi,kl~!-+-1:-@-0------.-1 ---1 I I I I I I I I I I~ I ~ -,J " I~ I~-<-I I :::: DOC. ND. 2019035726, D. R, ' A PORTION OF SURVEY ,) ,;' • x !' '' I 18 I I I < I , _ 135 ABSTRACT 581, CERT!FlCATE 29, SURVEY 137, 1 <Jlc·.I 22 I "'I '.,· O' RD · ' I I'-I I I -~ ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, " ' '-38 PROFILE -BRAAVOS ST. 38 ~ 0' RD ~ I~ I" I I ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS : 28 BB : I. ....... I \ I ~1 HliHl2~8+B~BH-f,I' NAMED CUADRJLLA IRRJGATION COMPANY, NUECES I "'1 I I ' 1 I 1(3U56) ',, ~I ---+--1 I \ I ~I ! ',, --' I 1~3134 32. 21 I I CD. -TX, MPM DEVELOPMENT, LP I I l l_l'"_·-t · ' I I ' I I h------1,.---+----H,1 ~ : ~ ~ ~ I 39 I I ~ '-' ~ ST 1A 2+32. 50 GB"'l T &. I \ I I ' • -w 1 -w I I I STA 2+02. so END C&G 23 ' t'!l 0 l \ ~ I RT1, TC LT • RT 30.,2,8~ 19 I 1 '-END OF ROAD BARRICADE I I I I -' I I >: . ~ ~-•. LT &. RT, TC LT S. RT END OF ROAD BARRICADE LT END OF ROAD BARRICADE STA 1+92. 50 END C&.G ~ 39 PROPDS D DI Tr~ PROPOSED PARALLEL I I ] ~ : . ] : ~ ] I I I <OBJECT MARKERS)'\ 31, 26 <OBJECT MARKERS)'-/~T~T~+i~· E~ ~N~Tc~g. 57 (OBJECT MARKERS)'\ LT&. RT, TC LT Br. RT a vi ~ I BY i HERS HEADWALLS/FOOTINGS rnl10+78 86 PT LT, I ·\~l \. ', I a o o o ,,-so'Row12s'BB ' ,,-so·Row12s'BB 5o·Row120'BB-...,. o o o a3t.01 I ili';:-31) (30:47) i l 1ct1 /!> ~I I~, /(I ~~~PCu~~E~~ ~~u~b~E~,~A~~ c L.:T &. RT 3U. 32 " ! ~ ru ~ I sTA 1+44. 99 PT LT B. .I 1(32. 49) 31. 62 II I ~ 1~1~1 _1,,~ II 31. 62 @ I I ~o a ~' ' n.ilMn_ RRl I 1(32. 19~ "'I I ~ 'to I :. ~l(3i, 32~ Q I I 24 : ~ (,I) ~ ~ OF HEAD\.JALL BOTH ENDS I ' ·~ ,. ~I ~,I ~ :t J> :1' ~ q·~ ~ '~ 24 'u ~ : Al '· ~~·~ 48 eJ I I I I ~ 011 '" (Jl ' J> ' ' ' _;_I 48 IS' I I ~I \'-' i • ~ ' -~ /; I STA 32. 99. 53 END C&G LT I lnD I I ' STA 19+46.84 PT LT I -<I m AJ a ~ l11J I f24' ~I J:~ _,Ii '·' ~ril :;i:is-~A 1+44.98 PT LT o I I '° 1:i j< ; A 1+44.96 PT LT Br. II II FL 25.72~\l II ~ j ~ I FL 25 00~ \ \ !/ /&.RT, TC LT Br. RT 30.57 'I BEGIN 5' INLETS LTll I "' I ' AJ ~ i 'l' SlfA 1+44.98 PT LT. I \!':Y ~ ., ,M ,, • _J I ' D '""RT, TC LT. RT 30.87 lO'YR/UE -~· .'~-~: .[!__5•rr,-ro'Y1<1UC--'--"' 39 40 N I I~ ri 1uk i i I RT, TC LT i RT 30 H L _J_ j ~ "' n.v y TC RT 31 09 ~-FL 26. 13 I ,___ 1".'l ·, ;,,; R1___TC LT ~R~O. 43 ,==, lD'-'1'.R.LOC ~ ' V?I , ~-L_ -E~ !==! 7; I \~--s~-~~-:=~===0~----1:;~~~~iMi~~~~6,,i~~~~Y~h1~~Yn;.;~ I l~z ~~~~R .~,., ~-~.,t"', II I ',,;!;-_j-s~ ----lO'-¥lUYt_lj-___::-___::-___::-___::-_ --ji:· ".'l , -~.,, ,,. ~==:-'-:::,;:,,,,:~~ ,,, ,,,, ,,;/'')V \~~-----~FL 2 5 '93""" ,,, ",,, ,,,,,,,,,,,,,,,, ,,,,,,,,,,,, ,,,, ~ __,,:1,".'l '.\__ '"" ,,,,,,,,,,,,,,,,,,, ,,,,,, ,,,, , ,,,,, , -~ J 0 ~ ,,,,_, ,, ,,,,,, _,,,,,,, ,,% '; 7-"· =·"' 'l~ ~~,;;.~ STA 32+44. 53 GB & CL DOUBLE 3 6' 4 ~ ---~~ 1 '· ,,,,. '""'"p /.1f \~ '"''"'"""" """"I..,,,,,,,,,,,.,,,,,,,,,,,,,,,, r.-;,, ,.,..,.,,,,.,,I..,,,,,,I. ··""""7.1....:"-,,-. /~ I ~'... 1~1 __ ._1 ~.. 0 _ ---" g ~ _ S-0,3 :% -15MRCP 'i' 15 ~<CP ----S 0.54.rL 22,70, · · 8' BOX CULVERT, TC LT Sc RT , C 1--1 _____ FL . 32 g __ .~FL ~6 01 ~'.% S O 3 /. ___ -so. 3:% -15 , ~CP ~ 15 R~ s-o, 31:: 27+00 ~ 28+00 29 +00 3 o+or '"( 31+00 LJl ~ s-o, 05'.% 32+00 "'-j _ /3. 51' OFFSET IN CLs ::;;:: C!l> D -I zn -I :r: 18+00 35 STA 18 'l • Al l'l D • :<:: 30 (/) 25 (/) -I :r: l> l'l l'l ~ -I CJ) + 20 ~o 0 PT LT, & RT 3 r TC-t-r 8< ~ ~ '--Gs, TC I RT 30, 51 PROP. R/C BO' @ I \_GB, FL i ~ ~ r FS~-O~.s,0.35~.~. ----;;, <CP19 +00 j 15 Ref 20~0 ~DRDGDN ST ui -...i 21 +0 ~ . 22+po 23+00 24+00 S 0. '.% "\'.. 25+00 ~ 26 +oo ...: -1 t-:e 1 -+ I 0 CL FUTURE STREET ;j ~~/~~~·~,,~,~~~~~~;'~~;~-~~~~~-+~~~~~~~~~~~~,~~~~~~~~~f!j~~~~;;;;i~~s~o~.;3;'l.~~~~~~~;;;;;~~~~s ~o~.~3;Y.~~~~;;;;;;;;;;~~~~;'~~~~-~~~~~~~~~~~~~S~0.~3~%~.~~~f!j~,t'l ~~~S ~=0~.;3:%~D~R~D~G~D~N~~S ~T~~~~~~~~~s ~o~.~3;Y.~~~~l~~~l~~s~o:.~3~%;;~~~,~/~t~~L~25:·~o~o~~~s~o~.5=4=%~~~"~"/,~-~f~~-~},~"-~-~-i~.:~~~?~~-~~~~-~~·:l'o~-----~-E-N-D~DF::R~D:AD~8~A~R~RI:C~A~D~E~(:D;B~J-EC-T~M-AR_K_E_R_S_)~~~~~ I S-o, 3'.'I. :...:; ----s o. 3% -----s o. 3:% --,,, ' I FL 25. 93 ·Ji1 ' i ,,,., ,.,, "' ,.,, " .,,,,., ,,, ,,,,,, .,,,."' "'" ,.,, . " ,,,,u ·'"" .,,,.,. ...,,.,., "" """ ~~--.;::;s __ ~_T ~~l,,~!1~-~6--"" ,.,,,,,, ,\}I',,,,,,,,,,,,,,,,,,,, ,, ,,, ,,,,, ,,',,,,,,, '.,,,,I\:~: 22+36:·~~-;T --:;"'"" s ;;/.;4+5 ;-80 PC·"',,,,/""'!,,,,,,,, .,,,.,,\:T ~,,;;:;1 ~8 ~, ;~ :T ,,,,,,,,,. s ;'~'27 ;;3,8~ PC ,.:;1")~ ",,,,..,. ,,,,,H,,,,, .. ,/..,,,,~i AL~8 ~~~T 8 ~o:j6LT ~~~ §~i~~E~0 L~; ~c ,)/ PROP, 4 ' x B' 1~~ ~ 20,00 AC. TRACT, DOC. (/) -1~ --\---~ \, LSTA 19+49. 80 PROP MH STA 21+68. 80 PC LT,/ TC LT 8. RT 30, 79 END 5' INLET LT, TC BEGIN 5' INLETS LT 8. GB RT, TC LT 8. RT LT B. RT 29. 72 R/C BOX n.i ND. 2005027456, D.R., -"',.-RISER, TOP 30. 22, FL >--LT ~ RT 30, 13 RT, TC LT ' RT 29 93 30. 57 25. 00 AC. TRACT, DOC. ND. CULVERT @ 0, 5/.--"' LONDON IND. SCH DJST. ~ J>~ == == ~== := :=: BOX 23. 35 TC LT Sc RT 30. 79 1¥ 2008018783, D. R,, LISD STA 30+84, 80 PROP MH :r;:t_ ' ' STA 25+24. 80 PROP PROP, 4' X 8' RIC RJSER, TOP 29 · 62, FL BOX 22 · 78 PROP. 5' TIED SIDEWALK BOTH l'l ~ PROP. 4' x 6'~ 4' x 8' 2iog~o1Ai7s;RAgTR.D,DCLI~g f!j MH RISER TOP BOX CUL VERT @ 0. 5% STA 30+81. 80 PT LT • PROP. 4' cw l" TD R/W SIDES OF STREET, SEE ENLARGED -I~ RIC BOX ' PROP. ~"' 30. 03, FL BOX 23, 06 BEGJN 5' JNLETS LT • LJNE AT FOUR CORNERS OF DRAWINGS SHEET 14 ULVERT <> 0 05"' RIC BOX -"' RT, TC LT & RT 29. 52 p ) -I' o 0 C " , ;, CUL VERT @ O, OS% ~ 0 DOUBLE BOX CULVERT C TY · STA 19+12. 86 PROVIDE RIC COLLAR AT JUNCTION OF 4' X 6' CULVERT WITH 4' X B' CULVERT - + '" cu cu >-- "' "' >--LJ V> >-- NDTE1 CONSTRUCT DOUBLE BOX CULVERTS, HEADWALLS, GUARD RAILS, GRADE BEAMS, FOOTINGS, ETC. , ACCORD I NG TD ENLARGED DRAWINGS, SHEET 14 AND TXDDT DETAILS, SHEETS 25 -32 HEREIN 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 5 78, 86 STA 19+46. 4 PT LT STA 22+0c TC LT & BEGIN 5" lNLETS TC RT 30. LT & RT, T LT & RT ], 32-=\ STA 21+i 8. BO PC LT, -RT----l-3_Q.J_2~_ TC LT & RT 30. 79---. ------1-------------------. ' ' IL \ I " ,_ c' . T & T: RT @ i"----STA 19 TC RT @ 0. 3% 4' x 6' CULVERT ' 05/. 3. 42 \ 49. 80 PROP MH RISER, TOP 30. 22, FL BOX 23 .. 5 PR DP. 4' x 8' RIC BOX CUL\ ERT @ 0. 05% \_STA 19+12. 86 PROVIDE RIC COLLAR AT JUNCTJDN OF 4' X 6' CULVERT WITH 4' X 8' CULVERT , 86 GB RT, STA 22+3 . BO PT :~ LT, TC L • RT STA 24+53. 80 PC & rSTA 25+21, BO P LT, STA END 5' IN ET LT, TC BEG lrN 5' INLET LT & RT, -30~9J_ LT B. RT 3 ~~-RT, TC LT & RT 29. 93 -------=----.--~-----------r---------------, ----- " ,_ Tl I I K.. I< I ], 3% _j,/ 3% J STA 25+24 80 PROP c RT @ 0 MH RISER, TOP 30. 03, FL BOX 23. 06 PROP. 4' x 8' 0 RIC BOX CULVERT @ 0. 05% PROFILE -DRDGDN ;:>7+33, 80 PC LT, GB STA C LT • RT llO 57 I ,-STA 28+( l.80 PT LT, END TC LT • RT 30. 36 LT I -----,_ ___ -- '" ' "· II I I II. RT @ 0, 31. TC T @ 0. 3i _j STA 30+81. 80 PT LT 30+13. 80 p[ • & BEGJN 5' INLETS 5' lNLET LT, TC LT & RT, T C LT II. RT 29. 72, RT 29. 52z \. I STA 32+44. 3 GB • CL DDUBLI 4' x 8' BOX CUL 1 ERT, TCLT&RT 30. 40\ NG ~ 3 ' STA 32. 99. 53 END CB.G LT &. RT, TC LT & RT 30. 57 LT "' RT @ ' / "" 3 0. 31. J TC \ I 0 TC RT @ PROP. /0 RIC BOX @ STA 3( +84, 80 PRDf 78) MH RI' ER, TOP 29, 62, FL BOX 22, THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO_ 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0. ' 54/. ' x 8' \ / :-L- ~ TC LT &. RT @ 0. 3% CULVERT 2 /FL 22. 70 5 05% '--, DOUBLE 4' X "'-BOX CULVEI T 8' 0 30' 50' I•• I I SCALE: 1'= 60' 2 0 120' I OWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG_ NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEWER PROFILES PLOT SCALE: SCALE (H): N WEI SH SCALE (V): DATE PLOTTED , .. = 60' SAME NONE 02118/20 COM. NO. JOB NO. PG04 AS PGO 08068 SHEET _2_ OF 33 N PDRHDN OF A 293, 041 ACRE TRACT, DOC. ND. 2019035726, D. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD, , TX, MPM DEVELOPMENT, LP I I I ,------------1 I I , :I ~I ---------;, ,,-111)\~1 TI\:(.(\~G\( \1'41GG t~ ---- END OF ROAD BARRICADE /STA 14 +83, 44 END lB'HDPP 1 u \ l-P (DEJECT MARKERS)~ UG L 25 23 AND PL , F · I I I \_ P, I ST A 14+ 73. 44 END CS.G LT I I I I ~ RT, TC LT • RT 30. 82 18' HDPP @ O 12/. I I I / I I I 1 ~@1s 9 1~ ~ ~ ;~.,~~ f ~~I~@ 36 ~11 : -----------1 i-------------~//~ _________ _Ji r t8-- I I FL 26. o"li ~ · 1 ~ -srA 2•60 · 25 MEEREEN sr 1 CL PROPOSED TEMPORARY ~ 1 1 Q z .STA 14+18. 44 PT @.. I i.. ~ : I l ~ = ~TA 13+83. 44 BEAR I I I I -I \ !END 5, INLETS LT ~ .' I i IsllAND sr PROP srn MH, ; /END DF ROAD BARRICADt DITCH, I SEE SECTION ON I I I 1 ~ ~T~T.l·~g E~ ~Eg~N 3 g~~9Lz 1 c;;· TC LT. RT~~~dJ ·:~~ ~·--~.~~5 ~!y~~~ v-~~~E~-M~R~E:s~~J SHEET~\--------/-~------------\ 1_ i ~ STA 00+85 BEGIN PROP. \l ,,.. O'J.Ud/."If'U"" ,,,,.,..,.,.,,..,..,.,.,,.,,, ~ ~-#~ t-..._ \~r o\/ / / ,, / / / / / 1/ '( / / / / / / / ,, / / _..:._ / I/ / / 1·1 0 42wRCP, FL 24. 42 AND PLUG~ ]o ·;;1+00 . ~q 2+0 ~ :'!;~~ 3+00 MEEREEN ST ~' oo _s+oo S=0_._221. L-r~oe----:_-----.--{=----T-!'.ee-~e:-cc1. -~+oo --"" Z~~J~~/~~~K~~~~ICADE 10 ~o 42' RCP @ 0. 1 /. / U, _,--21' RCP 48' RCP @ _0, 1 /. 0 ( , '::~f*,.~+;:\~~!~· ~~~P~F~E~:~~~P-/ -/-/ -;;--/--b-t--,-/ -/ -/-/ -711 /, / _/, ~ ~ '" "~ I ,}' ' I I I ~i~ i~oE T B~G~~ ~~G 2~ T • : fT'.:~~ ~~~~~·: ,,,~,))~ :-· ; f ·~~-A ~~~· :T:·;~;;,~~·T I -~i~-~92 f~-;; R~&~1~ ~:: ~ \ / L _ ----riir~~M~~R!f ~ ! ~ ~ TC LT • RT 30. 95 I , ', I I 'bil "--TS LT • RT 30 · 95 I I ri I I I ~ -I II I ~;AI~~~f~ ~i ~CR~, ~l~g : ;~ Dt i Fiji 25. 61 21 II I ,0 VJ : ~ i-----------\ : ~ i ~ ~ PORT JON OF A 293. 041 ACRE TRACT, DOC, NO. 2019035726, D, R., A PDRTIDN OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTlFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I LT & RT 30.05 ~~\O ~I r31.i1> ~ bl-I rrl I ~ 0 1 , u.!1 ~o ~ ~ r--------f?~-11 "' ~ I I~ ~I rll l . \I l : 111~ I II :,; :; I ~ ~ I I "'I I ~ ·1 \ I ! I "' I , ' "> I 'l c ._., I ~ I : % I <..LJ <-c /lJ I I-< 2 ~1 : ! ~/ ~· ;~21JHDPP~O. 1/. I I 2§ : ~ 0 6 \ :~ : ; ; ~.-1 11 I \~ : 3135 32. 23; -i-----~3---J 0 SI 3 \ I j l ru 1 ~ : I 23 I I ~I :~ I /~; -l,-2; Ir+-I I I ~I "' I / '1 ' ! : T I~ ~I '_::1 '~ 31.55 vi 11 ; tB1GJ I I 24 @ 1~~1 ~ I 4 {,;;\ I , ·.1 ' I I I I I 6 I II ~ i. '{ STA 11 +35. 44 GB LT • I I ~ (/)' I RT, I TC LT & RT 31. 29 ,_.ol "' 11' ' o " • ' I (/) \ 7J-o 9 ~ I ~~ ~I 0 ~I I / I : j ;i ~ , ] I I Is 2:il I 5 I I 1 " ~ ~ 1 I 25 I II~ -I / I i: ~I~ ! ~ : II 1r\2 I~ I ~I I i 8 II l'l I 6 / I I i "' ~ : I 26 I I / : l 80+t~ ~~ I I 1;:;; I I ~ I ~ _. ~ ~ ' I~_ I T I I ' ~ ~ I 31. 20 32, 07 I I : ' l l. ! : I I-I I I I ' ! I I ,___. I 7 ~ % 27 I - I I 1 '•"'1';7 .i l I I : I I : ! ~ ~. ;l-1-1; 21 ~ HDPP @ 0. 1 /. i I I ,.;,-~ I ~ ~ \Di I 11~ 31. •• I ~I I ' D i I -I I I 'i'l : I I;; 28 I 8 I : "'j '; : STA 8+59. 92 CL PROP 5' I I I ilil (Jll i I l '[;( INLfTS LT • RT, TC 30. i6 I I . ~ ~ ~ -~--~ I ::. fT11 ~ v. I ' I 7iJI f'ii ~ ~I 30.83 (3i.70)\ I \ FL 2&, l4r ~ ' I I I ''"' '=--'-7 I {,;;\ 1 '~ : l ii !'-FL 1~6 10 29 I I lg 'O I ' 'I Ul I I I I 1 ! I~ I~ I I I I I I ' 'i7 ';7 , I'" ' I I I \ I I l ~ I ~ ~ I I I I I~ l ~I I I 1 I 30 I I I I lO '\' I I ! I l I I I I ij I I \ I I ~ l I ll31. 1;c (32. 01) 1 I S I ~ ~ ~ ~ Ul I I : : i I t I I 31 I I u: I I ' ~ I I 111 I I i ~1 8 !1 I I I~ I I I I I i . ~1;!: ~ii-l+--+---1--------t-11 I [T"\ I ~.{/) ~ I I ! I I : .i: • l i I I I_ I ~13=,, "",.-----1,,'.__-;;93l=. 4-=;;1 i--1 -----;11~~1 8 I t ; I I 32 I I ~ I : 12 I I ' ~ . 11H1--b= 1 =:::----~'711--1 I ' I I l''~>L0'4°''1D!!\l-1 ..iJ~ I : ~ 32. 35 I ,___. I I\ I I ! 28' BB j I I I '"--:'. ::: DI I i · ; i ' ~r '; I I 33 I I I I \ I 1 I ~'.1µ 1----'-I ----'--II I 13 \ ' ii \ 11 l 818 ;i I II Ii \ 11 :~~,l I II ~ ~ 34 I I~ \ 3110 I I , l I I I I I I 14 ~ I I l g I j T 31 84 32 71 I I II \,11 ~:, :11 35 II h------_L-,---.-I ~ , ; ,,-----re, LT & RT 31. 61 1 1 I I \_J_-1AJJLl__LirilJ_ _ _j_ 15 MATCH LINE HF' STA 4+75 CONTINUED FROM SHEET 5 5+00 6+00 9+00 10+00 11 +OD 12+00 13+00 14+00 15+00 40 n ::s:: D :J> z-1 -in ~ :r: 40 35 ST A 8+c: 9, 92 CL PRO LT &. R"T, TC LT 8. R 5' INLETS 30. 46 ST A 11 +35, 44 G LT S. RT, TC LT ~ RT 3L 29 TC T & RT @ 0. 3% ST 14+18, 44 T B. EN 5' INLETS LT & RT, TC LT & R 30. 65 STA 13+48. 44 P B. END 5' INLETS T • RT, TC LT• RT 30. 65 STA 14+73. 44 END C&G LT 8. T TC @ 0, 31. 35 (/) (/) :r: -I [T"\ :J> 25 ----1----__, ____ -1-___ _._ ___ ----1-____ '--_FL-I-NL-E-T~LcT~2:6.~l~O==~:t::::::::j::::::::2:1:'t:D:P:P::@::O:.t1:%:.::::::::t::::::::t:::::::±:::::2::1:':H:Dr::P::@::0:.:1~·========±:::::::::~~2~1~·R~C;P~~l~~~~Jj~~~~E~~~=]~j _ lB'RCP 18'HDPP ST A 14+83. 44 END 18' HDPP AND PLUG, FL 25 23 25 [T"\ -J". -1 + Ul~ F INLET LT 5. 61 13 83. 44 BEAR I SL AND ST P DP FL INLET LT 2 , 15 FL 25. 10 Ul FL 25. 58v ST 2+60. 25 M EREEN ST = TA 20 ST MH, TOP 3 . 95, FL 24. 4 20 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~_L_~~~_L_~~_L_~~~'--~~_J__~~~L_~~__J__~~_J PORTION OF A 293. 041 ACRE TRACT, TIDC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATIDN COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP STA 1+00 BEGIN RT, TC LT 8. RT 1+00 40 2+00 PROFILE -BEAR ISLAND ST, 5+00 STA 3+90 ND C&.G LT RT, TC LT • RT 31. 28 6+00 7+00 8+00 STA 2+10 PC LT & RT, TC LT • ' T 30. 95 \ C•G LT & 35f----+-------l-+-~--+---+-+------j------/'---------j----f----l-----l-----+----+------l-------l-----_____j35 31. 28~ -- ST 2+80 PT L & RT, TC LT & RT 30 95 ~ "~----------\-- 3 0 TC LT & RT @ n ·i 4c'RCP@ 0 1/. 48' RCP @ • 1/. FL PR POSED T MPORARY DITCH @ 0. 22/. NG --------------- ::s:: J>n -lo nz :r: -I ,~ ~z zC [T"\ l'l t::J ' ID ,z (/) (/) -I :r: 25.__1--~~-1-~~ ...... ~-----l----l-'+--+----+------l-----\l--+------l---+-----l----_j_------l--------l----j__--_j_--'-----25 STA 00+85 BEGIN PROP. ~ --j;±:J----~;-:~~j";-;;-;;;;-j-:7--i----t-L---+----+----i----+----(._---l---J 42' RCP, FL 24. 42 AND PLUG --------STA i +60. 25 MEEf EEN ST TA 4+15 BE IN PROP. = ST~ 13+83. 44 EAR EMPDRARY D TCH &. J> [T"\ [T"\ ()'.] -I +~ Ul ISLA~ Il ST PROP 5 TD MH, ND 48" RCP, FL 24. 08 TOP : 0, 95, FL 2• . 24 FL TE PDRARY / DITCH 23. 12.'.../ 20L_ __ _L_ __ ~ __ _JL_~~__J__~~_J~~~_,_~~------'-~~~_L_~~------'-~~~_L_~~_J_~~~+-~~__j_~~~+-~~__J20 0 PROF I LE -MEEREEN ST, AND OFFS I TE TEMPORARY DITCH TD EAST THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52, IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE: I'= 60' 120' I OWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEWER PROFILES PLOT SCALE: SCALE (H): N WEI SH SCALE (V): DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD5 AS PGD 08068 SHEET _6_ OF 33 D ITT ~ (Y) D (Y) lf) ru 0 ru Ul .------~-,-------~ .--. I I I I I I I I I ~d <;;( -r ~- f- _J u f- . m - °'·(.l)IY I a c:r t1 I CSJ -<-I -~ ~ D... o ~~ I (Y) ~ 0 ' -;-~ "'~ I +r-------+1---t,~~---t-+--1.,----i ru I ~ ~-[\J .--< = I 0 I I I t- _J u t- a.: D ~ 0 +1-------tt~o---+-+--+------< .--< .--< D ~f---+----tc~~~:------1 0 '-, I 00 "' "'r-: I-"' w --'I- I u-, I- I --"--' 0 I u~ o I a 0 c -+1-------t+-+-~0~0<7--+--------< CJ' I -.. I ~I- I "'--" I 0 o I +1------tt--11----+--------< OJ I I I I I I I I o I o I +1------it---fl_~-,-----i-------i I'-I I I I I I I I D I o I @J f- "' oil f- _J u f- +1-----++-'+----+--------< Ul "" m "'" ~M ru m a>-1 "u_ r+~ .. Q_ -" I "' . ,_ m "' - - I- (/) (/) 1-z <I _J D > I w _J >--< Li_ D (]<'. o_ I I I I I I I I I I I if I I / I / N • PORTION OF A 293. 041 ACRE TRACT, DOC, ND. 2019035726, D.R., A PORTION DF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD, , TX, MPM DEVELOPMENT, LP --- I f-------- PORTION OF A 293. 041 ACRE TRACT, DOC. ND, 2019035726, D. R, , A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS I NAMED CUADRILLA IRRIGATION COMPANY, NUECES I CD., TX, MPM DEVELOPMENT, LP ti I I I I I I U-----~ I 1 I r-- 1 --1 -----i r------: ------: : ,\ ~ : : _____ 111 ~----~ ~-----~-----: i-;~,-, _"' __ i II <. '-J I I '--., --1 "' 0 I I ;; l:)--1 _:,; <l:i I I ><.--: I I I ~---- 1 I I ,_<i'.' '",,, I _ $21--_ _j r~~' -\----li----"-55,,_'_.D"E'---t-~~5~5_' D~E~~ -Iiff------1 r ---!-.... <i -END -OF R-OAD -BARRIC 1DE 1 c::; \ 1 1 1 g ~ I I 2 <J: (OBJECT MARKERS)~ I , --1 I y STA 14+74 ~8 END , p· i .G '-'-1--1 S~A 14+64. 88 END C•G LT • 18' HDPP, FL\ 23. 38 • LjJ I l ! RT, TL LT 8. RT 29, 47 0 0 \ n :£~ -----j_ -----I 1----I ._,• ~ @) ~ 11)] ~-: j f;i ,~I l~d;P ~~JI I DJ> 6 "PORARY ST.A 12+40 BEGIN CS.G LT 8. I "'I 16 Iii T o : ~ I -~' I z ---j CL PROPOSE TE1-1 I Rll, TC LT • RT 29. 34 C: STA 13+45 PC • END ' " ' ST• 14+19. RB PT IT ---j ~ DITCH, SEEi SECTION BELO\.l_\J I "'15' INLETS LT. RT\1 i I"' l V_LC~ ~T 2\33 -I c-<z -~FL TEMPORARY sTA 12+1~ END TEMPDRATY DITCH I ~T;.iJ,\;,.,i;~ 29~ _=\,_j,l I i i 10·,DE 6;n-HDPP ·rr. o t. L •BEGIN~' FL ~32\_ rt--------s'Lr--'(;f 1 0 -" I CC: _DITCHE• ~ ------\ I\"'" ,..,..., " z 1/' "" ~o__...-~CL_FLl22._QQ_ _ 1:£_DE 1 _ fTl ~ xi\ t:j ~/I / " / / / ,, / / / / ,.. \/ /11+~0 ~ o ;2i:: / / _:_ \ A 0 QARTH ST S-O. 31.-~ Ma· ~ I I \I ~p I 1-1 / 9 +oo _s o, 22% 10+00 \ ----, • ~ 1 ~ 1 ~ 16 :r: / / / -;-/ / / / / -;--/ / / 12+~0 0 o Ls o. 3-~1-~~~~------:' ~~~ ~~~T~Tl4;~~9 ~2 0 xg~eN~ir E; ~~g;~ ~~ 1 .- / / / / END OF ROAD BARRICADE COBJECT MARKERS)_// """ "'"""'"' '" ,' ,,_,,,"~ "' 11' 7' !INLET RT, TC RT 2$. 3[ -u D • "' • -u I ----i-----1 PROP ~p@ o. 221. I R~~~~---srnr 1 ~l?~j-~ Gl '1: , .,_,. 3059''\ ~~~~ ~~ / (/) (/) :r: ---j fTl J> fTl OJ ---j I I VJ I I MH, TOP 29 03, I I ; ' I ' I I {.,;\ I \ ;:: SI"'"' ,.. ~ I VJ I ' VJ FL 22. 03 1 J j l ! I I 1 7 ~ I \ 2i" r ~ 't"' I I ' VJ I I_ --!;? a I TA 13+49. 88 PC LT, GB ~ . o'i' ~ I I ~~~ri -< t::J 1--__ __ __ __ __ ~ ~ _ _ I T, Tc LT s. RT 29. 48 1 1 ': m,1 h---+-------,ct ~ -o :.o 5 I r:; e _:,; ' 1 'RI 21'HDPP@ o. 1* 1 _,,, ----:ti : : ttl! I I~ 2 ~~: l ~ '~:1 :~ i iP:DP. lB I I ~-I gq ~ ----_J L _£1_ --I I "i ~! i I l m~r -1-'1 ---rv~------.:cc='Y,,--11 \ I + __ CJ' Ul D I I -- 1 I ---2 5-I I !_,_ --1 I I ;,)i "': : ~ I : ' I I~ 30.17 I I I ._,_ I I 3 I " =5 " ' I I 19 I \ I -------- EXCAVATE THIS AREA FL SEE PLAN • PROFILE--..... b=2, S= 0. 22% _N_(!_ _____ _ I I I I II i ~ ;, ~ J._ I"' I I I H==------;;=;;>1-'-nl~ . 8 .-~ q ' I~ G,, 161 I II j <t-1 < '1'1! Iii I I I '.._(~ ~ ...... D z rl \ .... 4 I I ' r;:. i le; I I \ I I ', I ~ t z ~ \ 20 I "'-.... I I i __, II I I I --.... 1 ~ ;/; • 1~'11-7---+==oc---~;=v~I I-+-,---'-~'\----,-1 --->-I i l!l l I (/) l I I~ 9, 75 '1 I I '\l, I ! _,i i 5 -\ I \ ~ I I 1 \ I 21 I ! \ I I :s :+P~DP. 21'HDPP@ 0, li I 1'"29.60 ~-i I ~ ;1 ~ I Ul 1 I 6 1\ I 1 " " ! I I 22 Ril I I I '-M M ' I I I I 1:--J \ ~ v v ~ \ @> 1\_1 ~:1?~~1 1 , I 1 1 ~:(.1)1(/) ~· I ~ ~1 '8,49 ~I I 7 I \l ~ I j . 1 \ sL 10+00 fCs' INLETJ 1 1 l l ~ !~ ~ ' g ~~ L 11 & RT, TC 27. 98 I I II~ FL 24. 581 -II ::: a:\ · ~kl J \ I I~ 8 I I ~ t_,1 ~L)f ~llFL 24. 20 24 II , "'1 11 I I \ ~ ~ ~ I I I : I~ ; 1, I I I Ul TYPICAL SECTION FDR TEMPORARY DITCH SHEETS 6 ~ 7 I I I 1 ' ::i ::i 'I I s.44 l?o.2sTI I 9 I 11 ; Cf? ci I ~ I II i "' ~ ' I I 25 I I I I II ; ( I I NTS PORTION OF A 293, 041 ACRE TRACT, DOC. ND, 20 1 9035726, D. R, , A PORT I ON OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERT IF I CATE 33, SA ID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CO. ,TX, MPM DEVELOPMENT, LP I t-t; ir,::= •• :::-eii--~2,~. s:::<• 'II -----:i1;'1 ! ~ l i ~in _,;_: ___J_ll _____ --i!l------t I I I~ I ! 'I I I I , • O' RD ' I I"' 26 I 55' DE 55' DE I I I I 0 I ' 28'' BB : " I I I-+--------~ l---rl! ~ I ~ ·u:! 1;\ ' I I II ' I t t tlf-li' c;.;-+6~-~y;-1 I I I I ; \ I ; \'" I~ ~ : (/) I : 11 I \ ~ ~\ j \ I 27 \ ~ : I I ~ 81 ' 1 I , I 0 1 1-~·:::::-----zS<'.----r,im' .::;-1t--..1rn; T,---+1-----1,-----t o I ·~ ~I I i ;,____ I I I 12 I 1 1 ' : : " I I 28-------I°'& ~ I ['l_:i "'-" I • ~ " i I I ' -, l'l I I Hl-------~"---m';HllJI~ I Ct"1 ~ I , iii ::i 1 ~ ~I I~ 9.85 , I-->-I I I 13 I I I ID t ; I I 29 I ~ I I I @ I ' 0 I ' ' I I I I' I \ ~ ~T ~ I I CJ"' 81 I~ 9.19' ' I w I I 1 14 I I , ~ ~ I I 30 I , ~ I I I I I i ~ ' I I ;;_I e: --<1 ~ I I I I I ' :;:; ~ I I 9. 34 ~I ':! I ~I I I 15 I I ! ~ i I I 31 I e I ~I I I I I ~ ' ~+ , I I I ~ I ~\ I 1@ •" I I i (' t 1 I i I ~ ~i----~2.,_:!++----+-----i n z si+oo 10+00 11+00 12+00 13+00 14+00 15+00 16+oo I I 16 I I ' ~I I 32 @> I I mi-i· oz ~35 -----------------------~-------------------------cL-PR~P-1Po_s_rn----~-35 I 1--+-------1--1-<--jjli. 1 R 1 R 1 I I I I n DITCH sv oTHERs ~--i I , a o '"'' h----,v-=:::-----;:o=v,1----I I -----1 STA 13 45. 00 PC s. END I -. II 11 t~ll l{) 0 L[) D ........, I STA 12+40 BEGI C8.G LT s. 5' INLETS LT s. RT, TC (STA 14+09 42 VDLANTI~ ST I I I I ~ (I) (/) ~I I~ 30.47 I RT, TC LT 8. RT 29. 34\ LT s. R 29, 03 \ = STA 13+95 QARTH ST CL I -I (Y) (Y) ru ru z 1 7' INLET <T, Tc RT 2~ 30 11 I , ' I I 33 MATCH L I NE H G" s TA 4+ 7 5 ~ >--<30 NG ------=p~~:;;::;;;;;;:::;;;;;;:~t=-=~-=~+-=-=t=--=~1=+--=1 30 I I ,---... I ' 81 I I CONTINUED FROM SHEET 5 ~ ~ -------, ' -.. u --~ -~ - 1 -I :l~c30~~·LT •~~:::~~I'.: i 1 '1i-I ~11-'--l-'---l---34---------t!---i I Al :r: ST A 12+ 15. 00 END TEM ORA TY \ \ I I l ' I ! I I I D > DITCH. 8 GIN 54'RCP, FL 22. 32 <\i '" MATCH LI NE ,, G' STA 4+ 75 ~(/)25 r-----+------ir-----+------i----+------+-----tT--++~54-·-+-c-P_@_o __ -+-21.-.---+-*5_4_•_R_C_P-+H---D-O'-H+D-P_P_@_o __ +-51.-.----1,.__---+---i2s CONTINUED FROM SHEET 5 ;:;::; :;;: FL PR POSED T MPDRARY DJ TCH @ 22/. @ 0. 05/. ' ' "L TEMPO ARY fTl OJ DITCH 23, 12 STA 13 45, 00 STD FL 22 . OO --i +20 ~---~----+-----~----~---~----~---~---MH_,_T_0~2_9_,_03_,_F_LL2_2_,_0_3 __ +--___ ~----~---~-----4--+"--~ 20 CJ' Ul D PROFILE -DFFSITE DRAINAGE QARTH ST. AND 60'HDPP TD DITCH BY OTHERS ST A 15+62, 95 END 60' HOPP, FL 21. 92, PROVIDE END OF PIPE RIPRAP STRUCTURE FL PROPOSED DITCH BY OTHERS 21. 54 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 I• 30' 60' •I I SCALE' 1 '= 60' 120' I PROPOSED 54" RCP PROVIDE 3 EACH 3/4' DIAMETER STEEL REBARS AT 4' CLEAR OF INFLOW END OF PIPE. GROUT IN PLACE NOTE1 USE THIS DETAIL AT FLOW ENTRY INTO 54'" RCP QARTH ST. STA 12+15 <THIS SHEET). DETAIL -REBAR INSTALLATION AT DRAINAGE ENTRY TD PROPOSED 54"RCP OWN. CHK. NTS BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO_ F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX PAVING, GRADING AND DRAINAGE PLAN STREET AND STORM SEWER PROFILES N WEI SH PLOT SCALE: SCALE (H)' SCALE (V)1 DATE PLOTTED , .. = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD6 AS PGD 08068 SHEET _7_ OF 33 "' "' w Vl <: I n_ w " <: _, _, -> w " R w °' w -,,. ro "' ru I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LDT !A LDT lB ' N CONTINUED ON SHEET 9 "' "' 0 ru Vl Z D CONTINUED ON SHEET 10 MATCH LINE 'B" STA 12+50 (;') .,...., ~ ru fu D l!l~ct Lf) 0 Ln O .,...., '<)-GJ,!,,..., 0 Ln D (") M C'\J (\j _J (\j ,..., ~ "'1""" (Y) M MATCH LINE "A" STA 12+50 Ln (1J I ~ I : 1 I-_ t:--iY. ;.<C~ I :I ~ I I ~ I 1 --.i j; ~ t;; 0 I }: .,\1 I eJ I ~ R I : .. 1 W ..... f-~ I D ~! j: I ~ ~~~~ ~! ~~ ! ......... r:::·...... ~ ~~: ~ : ~~ 1 "' : D (1J ci ru . D ru t......w~ru I ~--.J.. ~O : ~~.!. ru 1 C'1 ~~ i -I .----I U,~IJ:!U...D I -T-::::::0:== ~.---a....-..-. .----I I ~ 1·······0 ········1 ..... \ ~ Q':" I I I ,.·" . I ~ 1 i ....... a._~'\'"'11 ... .. CONT I NUED ON SHEET 9 =~;~ : : ( ... ·"::............. : ~ f! ~ ~ 1 ~ CONT I NUED ON SHEET 10 -~5' I ' I '' I MATCH LINE u Bn STA 12+50 MATCH LINE "A' STA 12+50 E;:;;::u 1 I : 1 ~ 1 ~ .1! C:o RJ1 ~ ti-\ I 1 I] :ti>!c:a 1 1 i 1 ~ °'§ 1 •1• ".01 cici --i>4. ~ FL 12 • ss 20 . 99 1:, ~ 0 11 +20 1 1 : 1 ,./ g< ~ 0 1 i 1! ~ r [}:'. P=l :-...: FL 10~ ss 20. 02 -1-t" -_ _ I -n_ \ I I ' I _.,-" ; 1° o_ :::; I >->-'° -~ I I ,; ~ I l ~ ~ . I L ... / -a,~ ~ I : , l g -I ;: :: ('lJ \ I I ..... " 1.I I I p RD p. 8 H p v c w TR 1 -~_97' -\~ ~ -g• ..--I ~ i '"' I ('1"' -~ 15'" ~ I :1: o_ i;;1 n_" D N\ '\ ii> ~ I : I l I ' f-~ ~ I '1: I I":;] @) I I I 1r-PRDVIDE JOINT RESTRAINT f-.-()-'~:1F2H '\ I "' : j I "" ~gi 1 ,,,_-f+l.i-~~--J V> ci!-fo+-+,,......._-11---Ho ALL FITTING AND PIPE 1 11 111 ' :l< I\ :: "'I 1 :::<1J : --i:t~~4 ~ \11 7. ct" ii I I ~ I I I ':J ll: l : ~ cu f-~~ ~ci I J1i I o_ II -~ 11 .. I u I Ln l "' ci ;<;;,,,,. I ,I; I ' LDT 2 '1l ~l~~P;,A~.z~p~~1~S~l11 ru ~ 111 o :>-:~l /m~~ ~~~ o : ~m i 3 @ \1111 ,.11:111 n-Al PROP. 0 I I @i °' t;l ::;wm 0 I '.::i1i I STA 11+00 11 I / :-= .. :I L11 1 1 ::D~~ECJD~:R s i i ~LliJ~ ~ ~~~ s j :: Iii i 1: :~ \~ ~:1 I I I/ o RESTRAINT ALL I I co· · ~ ""::l!z I "'w I·,' 1 3 ~ , ~~I/ I I PROP. 8" PVC WTl~1:11 .""~ : I I I F~~T~N~ AND PIPE Ill ; :I : : I§ ~~~ Ill ood ,j : \II rl ~"' 11',1 " ;o I I ® I ! ~ ~ I ~ ~ g: ~:::; I ~r,F=l=t,===~+::=:ti ~ STA 11+86. 22 PROP. 8" PVC WTR ~ I II ~ • I 111 ~ : : N ~~ ~ ~ : : 11 ! \ \II II M ~1i 11 PROP. rH I , w Cl' I 1 ; I 0 a. DC Cl' I "' i I I ,,...< PROP. 10" PVC SS I w ~ a::: I I ~~ i::::i ~ ~ I I ~(\J I I I II 11 I I I ,._"' l~I I :'2 • PROP. FH I I I :N I u : i I .C: ~ I LINE "C @ 0.26% ~ LlJ ~ : I I]:;;~ ~ : f-ii I~_; STA9+35.16PRDP. 11 ~ I 11 i(i 11 I ~ 11 I I I ~ D I j l I ".: ~ SSMH E-2. TOP ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I LDT lB -&09, 851 SF = 14. 000 AC. TD CL IRON THRONE STREET AND INCLUDING 15' STREET DEDICATION ALONG FM 43, 559, 905 SF = 12. 854 AC. EXCLUDING PROPOSED STREET RIGHTS-OF-WAY II II I T _, ():'. I ,,, '-M 32.61,FL21.64--.....__11 i!i 111 1 I 1;! 00 :r: I ;;1 1cnn_ '--• '1l I 1 1 I I 11 I : I ~ ~ r-I j :: ~ : ~I" I 1.~~-+--.1-1--li..11;~~ ~~s~~oG~, L~L 8 ;~:~7 SS 0 I I l l I i;! ;" z o I : :1 o 1 .., "' PROP. 10 LF 9• p~c I i: 1 I AND PLUG 1 1 I I 1 1 ~ 1 1 ~ \ 1 ~: §2 ~ ! i ii 0 I :;; cl, ~i. ~~u!Ngu~l.u~L I I I I I I m 1 ; ~ 1 ~0 ...., m i ; ;I @) I o 11 I I Lii. I u ~ '--" I : :1 o... I : Q ~ I \ PROP. 12 LF s-PVC ss 11 1 I ~ 1 1 1 1 1 1 : 1 i\. ~t. 1: ~ ~ ~ 1: : :: : .! ~ ~w wz~ \I II I ~ ~I I I STUB-OUT, FL 22 OD AND PLUG'.,.111 I,, ' ' • ' ~ I "'"'""~"' """ ;;-• : ' ~~;1!!·'~,";,~;,~ 0 i i \~\ ! 1! ~ i l,i ~ i ;~ ~ 1 11 ~ ~:1: ~' me mo cc " "' I 1 I I 11 \' : ' : i ~i ! :; ~ ~ : ! ( ~ : -15' i.J I: : ~ 1~11 LDT 1 CD I \ I 1111 , \, PROP. 8' PVC WTR l \I. I 1 11 ~I I ~I ;I,,. \ D :: ~~ ~\ I ~ w 11~1 1 1 lJ-PROP. FH I I PROP. FH 0 11 mci 1 ! 11 ~ 8': 0 1 "' "'"' f· \ 11 1 u z ~l(l,. I~ I .( 1 PROP. s" PVC ss o P'l I i., oo ,_,. o I r--<.r 1··.\ > 1---1 n_ ~ + " .. + · l< :'"1 o_ _J 1 \I LINE ·r· @ 0.4% 111 ~ ~ 111 '° i ;>~ i i1 "' ~ ~ '° ; f-oou ".. ' a, 11ci!1#~-+o::-1"4'1P STA 6+48. 27 ~ : : I 1:1 ~d : \: .. 11 1 ~ ~ ci~ ~ : ~ : · ... :::-... : t'.l 111 II ..., rr--n PROP. 8' PVC WTR ~ : ; , ' . ~ ,, li! : : \.'.J, ' ] ]I\--~~cip ~+~~PVC WTR I "'· • '1rPRDVIDE JOINT : I! ii u"' :g ~;~ : I r·...... LLJ I I ~ I I .... RESTRAINT ALL H D..... __."" <[ I I t--t ~ ~'~~cc,! 0~ c;:;,~'-;ti . I I rnn" ~'"'"' ~ !,! i i <} .. , ~ ' ' ;~; ~ i i i '\ ~ I: : '"I: I :1PROP 8' PVC WTR PROP. 12" PVC "TR:J_ i"" 11 Iii Ln ~;~ i ~o:::~:: --b"~ ~~~ Ln : : : \.,_ .. \:':.. \I I .. I I \ "' I .'"i--"t--4-----· I 1 I ~~~ i --.. : .... : ... · :~ -i J ____ ! i ; : I ~ : : I \ I! ! a. -9 ' i 1 / ~ ~ ~ ! / ; i w-,· I ~ I I : I 1 I \ 1'h; ~ //! ~ ~~!: ''"'' : ~ !' ,. ""~ 1: 1 ." ::1 \ ~ t t--6.: J.__1 I ', ;\ ~ I I I \\ / Q J j : \ : ! ~ .· ..' f-ST A 4+40 PROP. SSMH E-1 , I f ~ \ of I / / jt 1 ,, 1 :; .., n_ ·" ":./ TDP 32. 23, FL 23. 62-'-' F , ~PROP. 56 Li<. 8• PVC ss I llJ J / // I 0 ~ ~ I ~ t;j ~ .•. •· •. ·•· PROP. 1 o LF s~ PVC ss 1 \ 1 STUB-OUT, FL'-23, 85 9·,___ I 0 I ~ 12: 0 I ~ .. ..-::..-.. · STUB-OUT, FL 23. 67 AND PLUG -1 I 8'PVC SS I AND PLUG ~- / I J I I PROP FH ~ I~ ~: ~ : ~ ....... LDT 2 \I I ~I 11 PROP. FH rf7 '/ (") I~ "'...; (") I ':J ....... I I 1 ::~:~~;· ~,";:v:~ "'"")!,I !Jeew '",, o·e.rn :' j~ '' ;,/ ® I: : : : I i I Ji t ,1 ::r~~' '"'"" a j If f';" a ! 11 I : : 1 1 I STA 3+61. 59 PROP. SSMH A-L TOP 33. 35, FL 23. 10 8'PVC WTR : !/I I 11}~ "" z ; /o; ~~ ~ ~ !'.L ' 111 u-lt+ 11\-PRDP. ! /'!I 11/ ® 1 J,;i,~ ti I j Ii 111 ~ Iii i iv-PROP 16'PVC WTR ,'";~;i:~; '" ' :: 1:}1 1 1 1 11 I -:---: I I Zf--'f--'~UO< I ;"".J ~ : / 1~ I / I ~~g§;E ~: I rou ~ru°'\ I~\ ] 11 \ \ \ \ \ \ \ R Vl -m (1J \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ S89° 05' 03" W 159. 34' \ I I I I I ~ I \ \ \ \ I I I I I \ I I I I I I I I I I I I -_, ai d "' "' -,._ "' D '" D D "' d z u 0 R f-u " O' ,_ ci f- 0 _, ai VJ~~ f- ~a) "'" f-"' a a: j) • u" Vl"' Ei > R z D _, THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' "' . I•• I I 120' I t, m "' Ln "! Ln w 0 0 0 (/) " I ?" z ! SCALE: 1"= (/) J> z >-< -I J> Al -< (/) l'l >::::: l'l Al J> z t::J >::::: 60' 5o 'Y -R :I /II I J 1 I g+ ~I g~~~~~ 8~ 8+ / I I 1 1 PROPOSED l6 1 TAPPING J PROPOSED J 0 • T APPi NG SADDLE WITH 16' TAPP ING -~4~~=~~~~~~ 1 1 _~~&~~~~~~~ \1 =-~=:-T-:-_-:-~-~-~D--:=I~-I-NG=l-6-l~-:-:====~-=~===-~ __ ----to'..w------.J. ______ .L'5.'.....S.TfilI.T_ll£Jl.l.C8.T.lllli. _ _E)([~!N(i_~'._'.'~.=:-::::..._ffiL\l~-----lH-\I--_! !.__;t;'-\l~~X.!_S.!_l!:i.G_l~~T_l<_ __ ,,,.-\l ___ _j ___________________ 1'6'-\l----~-------.l--_ 15' s.JeEE.LllE.DlCAJilll"-It'-\/-~j *'41--EXISTING 16 'WTR=---..._ 1""* '' l""* ... 1-&'-\I J 15' STREET DEDICATION l/) L 0 I 0 0 Cl aJ " J> -I l'l Al u ' J> z VERIFY LOCATION OF EXISTING 16" WTR PRIOR TD ANY TAPS (WORK) ON IT "' D "' 0 _ __,_ __ --"-________ ~CL Fl<I_ 43 ( WE~R RD. ) _____________ -~-______________________________________________________________________________________ ~--______ _ ___...! '-..._ C~ FM 43 ~WEBER R~. ) CL CR 49_.....-1 r:i z I 0 z '" . 9 ---- J> z t::J u Al D 'l >-< ' l'l "' r; "' "'J> Cl -nz -"' r; z"' p Cl "',, 0 --"' w 00' ,. -w e>-w a J> -n P_, "' "' J> n ~ "' -< r; <"' r; "'" "'C1 r; "< - -" --- z 0 I I 23 - 24 -- 25 PROP. 8" PVC SS LINE " " @ 0.4%- -7. 5•µE 0 26 - 27 STA 24+69. 'i'B END 9• PVC LINE •A' ~ PLU( FL 23. DD I STA OD+ . 39 PROP.~ D-1, TOP . 20, FL 28, 5 - t-:--...... STA 24+37. 48 INE HAM ~ STA I 22 s~ 4+71. 52 LmL D' PROP. SSMH WSD ~ I A-6, TOP 3l. [ ~, FL 22. 87"-Jll'"'ll--1"1-~,,r:,,:t:~ -----PROP. 12"PVC WTR I ( ;,i~~~~~..,JIL:::':::::!:::'.:=::::;s~s~s---~-~~;:::=rsI>r--1~~-=r:::::=~sfss:::~-~:;:;;==sJsfs==;;,~'EP~ ~ I I ss/f "wsn / wsD ' f--! wsn '~'RCP ~ ~ I~ --+--- l----'-1---"' --:-11 V q; ~ RHAEG L c ws~ ::-. oej ~ 11 _ 2 --- ~ SS~\ J --'-t ;=-~S----~ ~S -j-~ -+ ~ l' '°' 1 • RCP, I -;:,\ \ / I II ~ ~ 'EE PROP. 6 PVC WTR_J I ' "!S'R p ~1~ 21 w~!;{' , -+-9 t--~ , I = -1--:.-.--' I I 2 'YR 0 PROP. 8' PVC SS I -9-+t_ I -----------I I LINE "A" @ 04% ~ wss ~L ~-:: 3 ------~ , STA 2+l2. 43 PROP. SS"H C-1, TO=> 31. 90 FL 2 . 70 s---s~~ . - 4 PORTION OF A 130. 570 ACRE TRACT, DOC. ND. 2D190Sl482, 0. R., A PORTION OF SURVEY l3S ABSTRACT S8l, CERTIFICATE 29, SURVEY 137, ABSTRACT S79, CERTIFICATE 31 AND SURVEY 139, ABSTRACT S77, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATlON COMPANY, NUECES CO. , TX, MPM DEVELOPMENT, LP ---}--7. S'UE s 6 7 8 ::<:: PROP. 8' PVC SS LINE "c" @ 0.4%- J>O 40 nz :r: ~ 2S' YR ---f------r-- H~ I -- • --c----1- B'SS 26. 15--... --~s--....--. .... r-z >--< c z~ ~ t::J >---'" I 19 I I IB 17 16 lS I ;-. WSD WSD "'I BL CKWA ER S WSD WSD •o nz • 0 20 15 ........... I wss DD I I I I ,i----1s· RCP T ~1-::1:;:=::=::=:~';:-;::=:~~::!~w~s~D~-j~~~~~~~~:ws~D~:;~~~~~:;;:;:;t~~"f':':~~t;:~~Fl n.i ----_J L ---J ~ -.... S-~s.&----S~ t-VJ ~ wl~~~=~=~=~=~=~=~=~=~~~~---~~-~--T-~~7~.S~'iU~E--~rr~~~~~~-~~~=~=~~1"' ~----H~~1---= ~IT ~~ • 7 S' UE _ ROP. 6' PVC \HR-J> ~ :c --------A I -+-. --.---I ~ [ I 25' YR --f-j ~ PRDf 6' PVC !~TR_/ i,_,1-'I Il 13 ~I ~ w~s .-+_ PROP. 12• PVC WTR 3 4 ,) 6 7 8 ~ c; -l~ $TA 00+ B-1, TOP 8 l~~I l 2 14 ~I § ~ ~I~ l 2 PROP SFH D • • 1 • ,,, , PROP. 12' PVC SS 3:: I ~ 11~ LINE "B" ii) 0.21 %-i J> n __ __,.---..__ I I PROP. 8" PVC SS \ rSTA 7+97, 2 PROP. SSMH B-l~, , 39 PROP. >«MH ---..._ LINE "B" '"' 0.4%--STA; 1+33. l7 LINE A" = STA TOP 32 72 FL 18 4S ~ 0 . 20, FL 20. s -P 4+71. s2 LINE • B' P DP. ssMH I -1 LL s· uE -'-=-t __:_ ·-~ _:__ -_,_ ---1-n z sSS-::---t,,. _-:.,-...._::---...... I l 25, YR A-5, TOP 31. 88, FL 19. 13 • \!..----_ ~--~.___---:_-s-· (!;--~ +-___ _I!:. 12· ss ~ o~ :r: ----1 9 /, r" _J y -£SS --'SS SSS--~ SS£-~ _ t'i· ocp 1 "-PROP. 12" PVC SS c ~~~~~~ws~D~J:::s..tss~ss~~~·~; 1~~==~i5~E~E~~~::~:::~?===~;:=:~:"'~;~ ,·~~~~;;::~~:::::::::::::::::::i•:::::...~~~~~~~.o..~~~f-"""'~~~~~~~~~~~~~ ~~ ( ssr 1 . f--! ws:~~ --1 1s· "CP LINE "B" @ 0.21 % ~ [;i I ii WOSD / :--... ...... !S RCP [>PROP. 12' PVC WTR DROGON ST • D 1---_!__ ______ 1_\7 J 1 oej WSD OG ~ ST WSD -I co !'! ~ z I '8'~ sss_ \ l I / _ --S&S +--r ----l>S&--S-FE -s-s,..Y -~ -s-ss--l' \ • ~~ -/=-<:E -, -~ ~ I 7 \ WSD,, I/( I -+_P_RDP. 6" p c WTR_J ---01 I ~ ~ ~ --IS' UE PRO ' FH-'-=--=--=--=--=--=--=--='-=--=--=--=--= J> R --' ltSS 2S' YR _ "' ir= --20' YR ~ I s:;-s.__;,----~1-------::.-.--' f3\ ~c 1 I 'd I I PR DP 1 6 • PVC W TR ~ >--'D I -----------\:'_) I -9'-1 1 I D 4 3 2 I ~ 9 ,,.._ LDT 1 O I 6 s 11 ~ I 11 0 I _JI ~ I 11 7. s UE -------I I 1 I ---~------l ~·04·20·w s13.61' -11-1 ~0 I 7, 5'UE I 11 Pi I I -PROP. 16' PVC WTR g._ _____ _ LDT !A, 334, 530 SF = 7. 680 AC PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2D19D3S726, D.R., A PORTION OF SURVEY 13S ABSTRACT SB!, CERTIFICATE 29, SURVEY 137, ABSTRACT S79, CERTIFICATE 31 AND SURVEY l39, ABSTRACT S77, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP 1+00 35 NG 2+00 3+00 4+00 5+00 6+00 35 t-----------I------------I------------I------------I------------ N PROP. TC LT & R @ O. 3% 6' WT 30' CLEAR BELOW TC- 30 PROP. 4' X 6' RIC BOX CULVERT----.. 12' w .~-: ............ : ::::::: :::: :: ::::::::::::::: ::::::::::::::::::::::: ::::::::::::::::::::::: ,:.::::::::::::: .......... __ ,, .................. ::::::::::::::::::: ::::::::::::::::::::::: ::::::::::::::::::····· 3 0 Q:::::::::T i .... _ ...... --Pi<rn R' Pvr S f> n 4% -15;-ec;;~ : '--sTA 0 +12. 43 PROP, SSMH 25~-~~'Fl!-_----+---~c_-~1,+-'T~O~P~3~1~.~90"-+~L'-"-27~.~7~0'---+-----i-----+-----t-----+---7/"--j25 FL 8' Sp 26. lS_/ 20~--~--~---~--~--~--~---~--~--~--~20 1+00 35 NG 30 l'--sTA 00+9 D-L TOP 25 PROF I LE -PROP, 8" SS LI NE " C' C BLACKWATER ST) 2+00 3+00 PRO TC LT ~ T @ 0. 3% .............. ················· ...... .............. ·············· -... P.Ri'iP'' ·a· ''P\if s·s .... ,. ······················· 0, 4% 39 PROP. S MH 33, 20, FL 8. so PROP, B' PVC STA 24 4+00 ' 6"WTR 30" :1 : CLEAR BEU W TC" ··················· . "'"'"··:.\ ·····:lk· ' ······················ ......... _ .. ,, ........ "I""' I / FL 26. 98~ I ROP CON ECT I ON__, v FL 24. 86 -J 1+37. 48 LINE •A' = STA 5+00 35 NG \ ~·:::;~ t"'cif· -.......:: ~' 11 :····· _,, ...... "' ::.:: J>n ~D nz :r: ~ r-z >--< c z~ f"'l t::J •o nz • (/] (/) :r: ~~ J>~ 4 O' +~ DO D 4+71, S~ LINE • D' PROP. s~~ v 6' IJTR 23. 1 D 20 A-6, TPP 3l. 83, F 22. 87 20 PROFILE -SS LINE •D" C RHAEGAL CT) ::<:: _c: -----< 0 PROP' 1 2" PVC SS 11 I \g ~ I 11 1+00 2+00 3+00 4+00 5+00 5+00 7+00 8+00 9+00 10+00 35.--~~~~~~.-~~---.~~~--,~~~.-~~----,-~~.--~~~.--~~--,~~~.-~~----,~~~--,~~~,--~~--,~~~--,~~~,--~~---,~~~-,-~~-,35 J>n ~D nz :r: ~ '" J> .... "' '" "' " . I "' J> -"' r; -w -,. -"' -- -0 LDT lA, BLOCK 3 LOT 1B, BLOCK 3 LINE "A" @ 0.21 % ---n-t--{, I 1 I 11 I ~ I 1 I PROP, 12 LF B' PVC SS @ 0. 4%, FL 21. 87 AND 11 I ~ I 1 I STUB-OUT 11 I I 1 I PLUG O' Rf+-P-1 }---jQf-----j_1'39-,•1RTI STA 18+00 PROP, SSMH I ;A... I I A-4, TOP 31. 85, FL 19. 8310 9' -I I: 11 I 1-1 rs PROP. 69 LF B' PVC SS STUB-OUT, FL 22. 10 AND PLUG f-------NG -----"-------I-----------!--------------------- PRO=> TC LT & RT @ D. 3% PROP. TC LT & RT ~ Q, 3% 6" WTR 30" I I CLEAR BELOW TC I I 301----t+t-----+-~-=-·=···~ .. ·=··~···*·~ .. ·=··-~ .. ~ .. -= .. -~ .. = .. ·~--~-·~ .. ·~··=·"="=···-··~-t---~-..i~~~~l==l~;;:::c:::ltt-+t--t----Tit-----t-----t-----t-------j------jet-----i-----,"""vcl;ff.--.v----,30 .............. ·----.................. ...... .. .................. _.. ........ l6" PVC WT S' ~f====t====t:==~~~~~ .. -~ .. ; ... ~ .. -~ .. ~ .. ·~--; .. : ... ;··~···~ .. ·~·-~·--~ .. l .. ~--........................... ·_::::::::::I ·:h::: ·~ :::ij : : ~~~~~c B~ ~w \c~ . . ...................... ·-··-· ··---· .......................... __ _ .................. ~~=~~ .. _B_E~ .~ ... :.:.! .... .. "--STA OD+' 2 39 PROP. ~ SMH PR DI 8' p VC ~ S @ O. 4% ~ ~· R~ i :,../ ··~.·::::::::::::::: :::::::::::::::::::: ::::::::::::::_\ :: ...................... --_ _... . ...................... --.. ... -· ............... ···· ,,,, __ ... ___ ...................... .. 25c------+---B-_1_,_TD_lf+-3_3_.2_0_,_FL-i-2-8_._5D __ _,_ ____ -r----=1=-c;----;~F~L;;-;-;8~S_S_2_6_,9_8_tt-t-ticSOC~:,!-#'C------;,-~---t----,-------j-----r-----r-r------,----,------r------i25 6~ ~~· C~~~~ TION q:.:::: ::::::::::::ff". ,.../ 0 6 .. WTR ....... . 11 1 4• Els STA 5+40 AND 5+60 r-~-STA 7+97. 27 PR . SSMH B-lA TOP 32. 72, FL l . 4S 20c------+-----+-----i-----+-----+--S-T_A_2_1_+_,_·3 ,-;-;:-;-;:--t~FhL~2~1~.~12~t-::tl::::t::::r:::r::::tfili'E:t:iJ~~C"ts"@~li~%";;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;;~~;;:;;;;;;:~~:::;:~~;;;:t;;:;::::;:::;::::;l;:;:;:::::::~2Q 17 LINE A' = STA PROP 12' PVC S @ 0. 21. PRO 12' PVC SS @' O. 21 % 4+71. 52 LINE •B• P DP. SSMH LDT 1 A-S, TOI 3l. 88, FL 19. 13 / PROV DE 72 LF F LLY RESTRA NED FL 12·ss 18. 02 '>--< z >--< c z~ fTl t::J • t::J D .z (/) Vl ~ :r: J>~ ~ ~ ~ D~ +o 0 0 ~11021 1~11~ "'11iiil ~STA 16+60 TOP 8'WTR 23. 7D 11 I _,..v I 111 PROP. 8" PVC WTR PIPE AND FITTIN S IN 16"WT @)5~--~--~--~--~--~--~___'._.:'....0.l~_'._'.._C~~~~=----L_ __ L_ __ l_ __ j__ __ j__ __ _L_ __ _L_ __ _L_ __ __L_ _ __Jl5 PROFILE -SS LINE "B" ( DRDGDN ST) AT WEST END nc;"H-+--tt"'/-'11: .T 11 ~ ~ " f: I 11 I ~ • I 11 11 I ~ ~ I 1 I PROP. 12" PVC SS 11 I § : I 1 I LINE "A" @ 0.21% , -1'-'-,I lc-1--1 I I 1 I STA 14+26. 66 PROPOSED AIR RELEASE AND VACUUM VALVE IN FG MH, TOP MH 33. 03, FL OF MH 2S. lO --~ 11 I I 1 I 11 I I 1 I 11 I I 1 I 11 I I 1 I llT 11t11 t-----+-----._ I I I : 111 -9'~ 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 40 ----,------,-----,------,------,----,-------,----,-------,-----,------,-----,-----,,-------,----,-----, 0 lf) co + -PROVIDI lO LF FULi Y RESTRAINED PlPE Al D FITTINGS IN 16'WTR < CDNTII UATIDN FRDI PREVIOUS ~ HEET) P OVIDE 100 F FULLY R STRAINED P PE AND ~ F TTINGS IN 5•1JTR ~ +t--t-----r--~+ " 00 l__....-CL CL BLACKWA ER ST~ ROGON ST ~I w ~I ('\j 1- .--< w 35'--'----1-----+-----+-----+-----+----+-----l-----+----+----'"--+----+---~-"+----+----+-----1-----+-----+--+---+----+----+-----'--ll------+-----+--::i+---+-----1 -----------------------~-----------------i ----------u _l'Jli_ __ _ TC LT RT@ O. 3% TC LT O. 3 % TC T @ O. 85% w <[ I PROP, TC L~ ~ RT @ 0, 8% I-(/) \--rSTA 14+26. 6 PROPOSED AIR (/] ~ -1--! ; RELEASE ANO VACUUM VA VE IN FG STA 18+~0 PROP. SSM I\ ~ I MH, TOP MH 33. 03, FL pF MH 2S. lO A-4, TOP 31. 85, FL 19, 83 ' D 30e-----+---+-+-+----+--~·~·-+-----+-----+-----+-----+-----+-----+-----'l'll-+-+---+----+-----+-----+----+-----+---++--+-----t-----+----i-----i-----+---n-rr--+---_, -L_ ----f-------r--------------------------- PROP. TC LT •RT ~ 0. 37. PRO . TC LT l'ic @ o. 3% TC T &. RT @ D. 3% l 40 35 30 ;i: E f---------~-~ r:.=.~-=~-= .:::-.. ~.:: .... :::-.. ~.~-~~.T..=r:'F.P.::~PP., -~X6' -I /C-BDXC JLVERT-@ r1-_o ___ s, .. % .•• -•• -...•••.. -..•• -••.. -...• -l_L___ ------PR-OP-. -4' X6-' -R/C-BO -CULV-ER-T~ 0-. 0-5''.J-~----0 0 -----S!T2~'2T3R-:;:-, OOTDPPI-24IN' 0------------_u_ /~~~ . .\ .......... -_........ ........... PROP B" RtP I'! D D5%l:::::i/··· -....... __ ........................ _ .... -....................... n " '· • ~ Ej .... "'['""' __ ... ................ "f""_ ....... '. .............. .;-; ............ .' .......... : ........ -............................... _ .. ,, }"' ....................... -···-·····............ ....... v 24• RCP L 25. 10 AT DX------ts• RCP F 2S. 34 AT ox ()_-is· R p 2S. 10 AT BO~ .......... "" ... , 2 .6 :J ~ 2 5 V_16. wTR s· r-t---.._ sT A l 3+• o PROP. ssMf 16 • wrn s ow Tc-~~~~R p I PE~ ~h....._ ---'-+---+.:-... -..._"-oft· +-.. -" .. -. __ -__ -... -. __ -__ -... "". -__ -... -.\-___ -... -._-___ -.. -.. r-___ ..t. .. -.. _-___ -.. -.. _-__ -_ .. = .... __ ~_.::-= .. ~--~=_ .. =::-~ ___ =_.~ ... i.-__ =::-~ .. ::-= ___ ~_.~ ... =;6~--~=;;-F_~c.= .. w~.-~=-R=::-~. A-" ... ~.0'1-· .= ... ~;2=·:-~;;=1"V= ... ~'"'-,~·i-~·-t~-~-:.=::-:.~.::-;··=·= .. :.~ .. :-= .. :.~ .. ~. :.=::-:.~ .. ~ .. :.~.-:~ .. :.=::-:.~ .. :-= .. :.c1. F.~ .. ~::-:.~.-:~ .. ~-=-:--:_~ .. ~ .. :-'"" .. ~ .. ~::-~.~-~.-= .. ~.=.-:-~1~·=~i·'"';·~-=;;i~·=::~~~·"::~·c:·"'~·:::··~-~:1"":~.'"::.~o~ .. ~.:;;7'i:--:."" .. ~~= .. i .. -~.=-.. ~ .. ;-:r.j.:1:.~ .. ,.1:-.:.-::;,..._:.::-/------i I 1---CLEAR BELOW TC A-3, TDF 32. 75, FL 20. 80 CLEAR BE v ..........__TOP 9• IJTR 23. 7 , ................................................................................................................................ v .......................... ······················· .... . U z 0 TOP 16' WTR EL 24 D O STA 24+37. 8 LINE •A' -STA !;:;: Ou I ..,..-FL 12· s. 2D. 99 PROP 12' PVC FL 2l. 6S 4+7l. S2 LI E • D' PROP, SMH ~ 20 I S @ D, 21% A-6, TOP 3l. 83, FL 22, 7 \_ PROP. 8' PVC DROP PROP 12' PVC SS @ 0, 21% 11 I/4' ELS STA PROP 12" PVC SS @ 0, 21% STA 21+33. 17 LINE 'A' = STA CONNECTION 17+80 AND 18+00 4+71. 52 LfNE •B' PROP. SSMH FL 20. 13 A-S, TOP 3l. 88, FL l9. 13 PROP 8" PVC SS I'! D. 4% STA 24+69. 48 END s·pvc LINE •A' ~ PLUG, FL 23. DD 25 20 11 I ~ I I ~ PROP, 16'PVC WTR PROFILE -SS LINE "A" C I RON THRONE) DR PROP. 12 LF 0· PVC ss 11 I " ~ I 11 STUB-OUT ~ 0. 4%, FL 22. 00 AND PLUG I I I ! STA 13+40 PROP. SSMH 11 j .... A-3, TOP 32. 7S, FL 20. 80~ i I I PROP. 12" PVC SS LINE "A" @ 0.21 % FL 12• SS 20-. 9-9-J~-;l-\.-l MATCH LINE CONTINUED I 11 i-JI PROP, 69 LF 8' PVC SS STUB-OUT, FL 22. 00 ANlj_iJ-f-Uf' 11 1'--PRDP, FH I 11 "A" STA 12+50 FROM SHEET 8 0 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I ' SCALE1 1 '= 60' 120' I BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX SANITARY SEWER AND WATER PLAN AND PROFILE OWN. CHK. N WEI SH PLOT SCALE: SCALE (H)' SCALE (V), DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD2 AS SSW 08068 SHEET _9_ OF 33 0 CD Ln + I-(\j w~ w :r: <[ V! I- V! ::<:: o, CIC p::i U_ • r=i w wz :::J ~ Z_J I-:r: ZU 01- LJ<[ ::<: 13+00 14+00 15+00 16+00 17+00 40 35 ---NG ---------- PDRT1DN OF A 130. 570 ACRE TRACT, DOC. ND. 2019051482, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID PORTION OF A 293. 041 ACRE TRACT, ------........ // ' SURVEYS NAMED CUAilRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP DOC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERT!FlCATE 29, SURVEY 137, ABSTRACT 579 1 CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD., TX, MPM DEVELOPMENT, LP I \ 1:; I STA 24+b9, 58 END 9• _l. \ PIPE, FL I 23. 14 & PLUG _____...-o-1._,.--...fl--..... ------,r+,--------\ N 18+00 19+00 3: nJ> D-1 zn -I :r: ZI c~ l'l z t:J l'l 'l • ;;o t:J D • 3: V! V! -I :r: J> f'l f'l ,__. -10 + VJO 0 N89° 0 '28" E 1050. 33' 1050;/33' I "' ~ 15 I '° 87, 50' l> I 36 1--...,.--tHsss --U'UE I \ IB I 16 I 38 39 @ / I 17 I I I \ I 18 \ 19 I I 3: 20 I I \ I / PROP. 12" PVCI ~ J> n LINE "B" @ 0.21 ;I -ID !Ji I I 40 I n z _!9' j'f/UJ_ -I -I ~~:=.E=-:=~~=~~~,~ ---~z E:-:l.:.~~::::==~::::~:::::'.::::::::::S::::;:::::::::::::J;~:::::::::;:~~[:::::::::::~~~~~~~~~~~~~~~-;(--~~r-~t-~~'--~T~~.~;F~L~1~2~·s~s;-';'16:.~3~4_,,-~~ ~ "! I FL 10· 18. 45 ,; DRDGDN ST t:J I q 0 ~--t------''--"-x-'6'--' -"R"'1='c~B~o~x~cu.,L~V=ER~T~-----i r'; 0 \ ii 24' RCP PROP, 8' PVC WTR • Z -,, FL 12" SS 18. 02 DROGON ST PROP. FH \ 24' RCP ~=========P=R=O=P=. =F=H~f'.'.lftt-it:~~~::::P=R~O~P~. ~16~'::::P~V~C~W;T;R~ V! V! ......--PROP. FH C -I I ~ ----;;-] / ~~ --i5'u[ -5·JT J> ~ 20+00 ~PROP. 16' PVC WTR ~ -\=PROP. 69 LF kPvc ss =\;::STA 14+00 PROP. 8' ~ l 11 I ~ -PROP-8;o·;~c WTR ;_x; ~ (.;\ STUB-OUT, FL l9. 75 STUB-OUT PVC WTR I ci ,__. 21+00 L~l AND PLUG \, I I 0 ' I 1 I 22+00 STA 1 +94.86 LINE "B' = STA 21+61. 72 LI E 1 E' P DP SSMH B-4 TOP 31. 26, FL 16. 7 23+00 24+00 25+00 40 35 1 1 I I 1 I 1 1 I 7' PROP. 4' X 6' R/C BOX CULVERT @ 0. 1 Y. CD LDT 1 PROP. 1 O" PVC SS LINE "E" @ 0.26% I I / I 1 I I 1 I 1 j • 30' 30' 30 r··~··~"~·-~"~ .. ~·~··~·~··~-·~·~··~"~ .. ~··~"r·~··~··~··=··=·~.,....--1-t-~~~~·~~~~~c~·~um...-l.l-:::~::-::-:::-::c+-----+-----+----t-----t---t\----+----1-----+-t-+----+-T-C_LT_&_RT-+-@-D_._3_%_-+----1----+--+t--++--+-----t---4"t----lt---t-----+-----cc::1~~;-;----I 30 I I ~I -ICR~c"°'po~R~CP~~r . ....... ,,. ..... --:.:.:·.:.:·.::·.::· ".:.:·.:.:·.:.:·,_,_ ... =·"· ··=·. ~----ti:'.,t)J'.A,R"m'.)W.:.r;;;~;;.;: :;;.;;;;::::.;.;;;;;;.;::::.;:;.:.:;.:.:: ::-;;;::;::::::-::-::·. ::::-::::: ... :::::::::::::---mm J..L-~ ~·~·~ ...... -----J L_ ----..._, . .:_:·.:_·:::{.: ·····::: :·::::·::~'.F.\':(llil'i: .9::ei;rn~::$l: J:l~::n;: 11 I \ 1 \ TC LT & RT @ --- NG ------TC LT &. RT ~ o. 37. o. 37% ----------TC T @ 0, 3Y. ---TC LT &. RT @ O. 3% r \ TC LT RT @ 0, 3Y. T LT ~ RT @ 0. 31. PROP. FH :: ' X 6' RIC BOX CULVER @ D. 1% I\ •· .... :---.. I la' C --2[--~·"-.~·:.. ----23+28. 72 L NE 'E' PRO SSMH 48.RCP@ . 1%~ " \_ .. ................ ........... ... .......... • --------n :111: 21'R~f. .. ((i.r;r•""""t ····· STA 11+94. 3 LINE ·c· =STA 25 e=-=~==-=1=-~-~-=-~-~~-~~-~-t=-"-"'44=-----i-r'l'----+-----':l'-!---+---*=-===i====c!o-l=-lool====-±=c---+---'.:_:_+IY.1---+-· _x_6_'_R_1_c+-s_n_l\._·.~"'~·L..,·~-"~R..i--" _o_. i_r.+-+---+--: c-~+++....,,.,·.:.,···,._,· "-:::_ .. _ .. ·_· --+----+--++---+c--3-·_TO_P_3+--. 1_2_. _F_L_2_2+-. 5_0 __ --1 2 5 11 I I 11 ST 14+20. 18 RDP. SSMH E-, TOP 32 5 FL 20. 38 PROP 1 'PVC SS @ D. 26% FL 10' SS 20. 82 L 18. 45 1 83 PROP. 8' PVC DROP CONNECTION FL 18. 76 PROP. 10 LF 8' PVC SS STUB-OUT, FL 21. 52 ANO PLUG I // CD LDT 1 n:<:: PROF I LE -SS LI NE 'E' ( DRAGONSTONE DR) '-\ II STA 17+63. 65 PROP SSMH E-4, TOP 31. 46, FL 19. 49 ff I II 6+00 7+00 8+00 9+00 10+00 11+00 12+00 0 FL 12' SS DJ> z -I -In ~ :r: z, c~ f'l z t:J f'l "'l • ;;on D • 3: (/) V! :r: -I f'l J> f'l O' -I + VJO 0 35~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~35 ------------------________ _!Jg_ TC LT RT @ Q, 3% 3 0 . .... .... .... ... .... ...... .. .... .... ..... 3 0 .fr.-.-. •• = .. ·=··=···=··~ .. ~ .. = ... ~ .. ~ ... = .. = ... ~ .. T ... r .. ~ ... ~ .. ~ ... ~ .. ~ .. ~ .. -... -.. -... ~ .. ~ .. ~ .. ~:::=::.=·::=::.=·::± .. = ... = .. = ... = ... ~ .. -.. r .. -... -.. -... -.. -... ~.-... -.. -... -.. -... -.. + ... -.. -... -.. -... -.. -.. 1--~~-+-~~--+-~~I IC--Jc++-~~---j PROP. 8 , PVC 6' PVC WTR00 'lli'"Cl.EAR 0 ii "L[l\i"'it' ...................................... :::::::~;;A::jj: ~~:~~:~i;,jE.:.:[;i::c;r- SS @ 0, 4% = STA 3+28. 72 LI E 1111 1 fs:~~~~~~~~~~~~~~~~~~~::~~~~~~~~~~~~~::::::::::::~::~,E~'~PR~P~SS~M~H~C~-~31,~~0--~~t-~-~-~-~~ PROP, 8 PVC SS O, 4% TOP 31. 12, FL 22, o-~ 25 25 FL A SS 26. 15 STA +09. 05 PROP SSMH C-2, TOP 32 72 F 25. 71 ---- FL 8' SS 3, 77 PROFILE -SS LINE "C' (BLACKWATER ST) 3: nJ> D-1 zn -II 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 35~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~35 PROVIDE 160 LF FULL RESTRAINE ZI r---~-1--!-=-~S~T~A ~l~D~+~5~-~P~=~P~. ~:~~~HtT~-~&jR~T-~@-J0¥65~-~-~-~-4~-~-~~1=-~-~-=1-=-~-~~-~T~C ~L~~~~~R~T-~@~-~-=· 3~Y.~. -~-~-=~=~N~G-=._:-f=~-~=-~P~-=lP~E'-fN=D~F_=l T_=T=~~NG~s+-_=1~N= __ ~T~=6C'~W~T__=R~-tt--iRf~!-1°-oS:CT'liA --+~-+ --10_-_-J B-2, TD 33, 17 FL 1 . 96 TC LT RT @ 0. 9 % ~ ~ 30 30 t:J f'l I L_ _ __ _ "'l ' Al t:J D ' 3: V! (/) -I :r: J> f'l ...... 1,1 --------,,-- ................ . .......... ~ ----~ 24~.~~ .. ~ •. ~: ... ~~............ ............. ... ............. 1111 ······ ...................................... :::::::·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.·.· .. ·.·• .• •.·.· ... ···•··· .••.••........ ------1111 cfu'·L·v:\'.fT.~ IJR/{lc".~ox 25\---+-i~+---\\--~-+~~~\--~~+--~C.:..:.::"'-11-'"~·=···~--J~"'°"'°',f..-.-,...,..\,r-<--f-~~~··=··=···=··=···~"~'"~'~'~~.~~···~··~~-··~~-··_••m_,_.~+*-·~~-+++-l~-+-i--~·~··~·,..+,-~=LK~o+"-'_=_••_.,._ .. _, .. 25 16'PVC TR STA 12+54. 79 5' CLEAR BELOW TC PROP. SSMH B-3, TOP 31. 67, FL 17. 48---.11 •••••• ••••••• ••••• ... L.1__ _ -·----~'...:..::.:...::..:..::· '':..!..: .............. _,, 1 'PVC WTR 5 CLEAR BELO TC S.TA 15+94. 86 L NE ... B~ = S A 21+61. 72 LINE ' .... ........ ' • E. PROP SSMH -4, D ............ ~ .... .... TOP 31, 20, FL 6. 77-.._. 16'PVC WTR 5'CLEAR BE OW TC r'l ,__. -I~ 20!-li~-t-~~-t~~~1-~~-t-~~1ttt1::::-;:;---;;;-i~;;-:;:-;-t-~~-t-~~-t~~~1-~~-t-~~ttt~t-~t-~~-::t-~~-t~~--j20 VJ 0 r--rs;;n;:;-10t-m-;:;:-~-+:::-~::":":::-1----~ +---FL_8_"ts_1_9._4_7-+Pi'l7iP-"11;--Piir-;;c;l-"'"-;;"'~J-----1------4Gtt--r--Ti-P-1-6'_W_T_R_2+--3---+-----1 o r"\:~;;~P;R~O~P~.~1~2~P~V~C:....:.:S~S~@!!:_0~.~2~1~%t-~~~i81~~~t-~~-1_£P~R~O~P=.J1lf="'JP~V~c::Jis]sF=i@:::::li:oj.2J11j:::::::+:::::::{dt=~;::~:::::::+::::::::j:::::::j 18. 02~ PROP. 12" PVC S @ 0.2 % FL 12• S 16. 34/ 1 5 15 PROVIDE 11 1;4• Els IN 16• WTR I!! STA 15+90, PROFILE -SS LINE "B' CDRDGDN ST) 16+10, 16+50 AND 16+70 3: J> -In no :r: z -I r~ ~z zc r'l f'l t:J r'l D •z V! (/) -I :r: J> f'l f'l ,__. -I CD ,__. +~ 0 0 LDT 1 PROP. 1 O" PVC SS LINE "E" @ 0.26% STA 14+20. 18 PROP. SSMH E-3, TOP 32. 50 FL 20. 38 PROP. 10 LF 9• PVC SS STUB-OUT, FL 22. 41 AND PLUG 0 LDT 1 PROP. 1 D" PVC SS LINE "E" @ 0.26% FL 10• SS 20. 82 II I I I 1 1 I I I I I I .. m ' I II ~II I l/ I II\ ,,.w-1~1 P~OP FH 11 I I 11 I I II II II PROP. 8' PVC WTR ~ _J PROP. 56 LF 8' PVC SS II STUB-OUT, FL 22. 59 I // I 11 I 11 AND PLUG 11 PROP. FH CD LDT 1 --prf'.1T-Gl-L LINE H B' STA 12+50 CONTINDt:-D... FROM SHEET 8 .... .... ,,,, .... THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' 120' 1 •• I I I SCALE' 1 '= 60' 25. 00 AC. TRACT, DOC. ND, 2008018783, D.R. , LISD 25, OD AC. TRACT, DOC. ND. 2008018783, 0, R., LISD BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX SANITARY SEWER AND WATER PLAN AND PROFILE OWN. PLOT SCALE: SCALE (H): CHK. N WEI SH SCALE (V): DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PG03 AS SSW 08068 SHEET J_Q_ OF 33 N PROP. 12" PVC SS LINE "K" @ 0.21 % PDRHON OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I I I ,------------1 I I , / STA 14+83. 44 END 8" PVC SS I I I r:-\I\ t4G ~ LINE ·F· AND PLUG, FL 2l. 50 : i---------r\.r1l~\1:-1G '-Pt"' ___ _ / 18' HDPP I I I 1_P,ir I PROP 8" PVC SS PROP g• PVC WTR : I : ____ J 1 / : 1 1 ,....:L:IN'.:E_'_:'F_" .:::@'.'.....::0'.;'..4~%:,;:::;;+---H~_/~;r------rt-l-J ------- I oo-1 fi9\ 'I!~ ~ 1;,~~'I r::::;.. 36 I ti -----------: :-~/; ___ PROP~~.2'@,-P-0v~2 : s 3 s i 1 tB-- 1 I '0 18 ~ :11 'I ~ 'CJ b sTA 5+17 PROP 1 PROP 112 .. PVC ss 11 LINE K . I · \ n z sss-I I PROP. 12" PV s SSMH K-2, TOP I ·,, •I ~ I I :r: _, I !H~i~~~ ~~~~s:~~L= iB5~~f n '5'RCP ! _L _LINE "K" :~~ 1'\ ~~Eo~E:r~i;_ ~~· ~i\: LINE K: @ 0.21 % \ /: ~~~ ii~~~:R~~, :!~:ir:·: :. ~ ~ I t::t. ----W''llUUP " l 'L --YEE-11L_Y_-+---\ ~\, r------\-r-1-t---------.;.. z rri 35~-----~ 35 35 35 30 1-----ff------i 30 30 r-----tt-----i 3 0 STA 8+02 PROP SS H K-3, TOP 3l. 00, FL, 1 , 54.~ 25 l----++----1 25 251-----++-----i 25 ws; /~ wss / / / ' / ,, '" ' / '/ ~O•o' UE'_; / I / L / ' / / / / ~/I / Y l'l t:::J STA 00+90 BEGIN PROP 12· Pvc / 1 / ~ MEEREEN ST t"--" 1 ~15'._DE:T FL_1_2·$s 15· 44 '0 SS LINE 'K' AND PLUG, FL 17. 04 I 42'RCP I !'! 48 'RCP ~~"~ ' .. JTD' / / / / / /!-/_/_/_/_/_ "-J;--/--/ / / / 71 / / ./ ~ z STA 5+17 PROP SSM K-2, TOP 31. 00, FL, 16. 14 PRO , 8' PVC PROP B'PVC PIPE X 3' LONG -PROP. """' · 1 ~-. , • : >-~ n ur-. I B" f'VC \.JTR· I V) I -I r;i 'I-'-+-\ s· x 6' cRoss I a· x 6' cRoss I V) :r: PIP S X 3' LONG 2 0 r----+,f---J----i 20 ,::+ -~ ---~ I 5' RCP .+-I T 5'-ff -1 G'-¥R~ -I I I Al I PLUGGED BOTH 6' END/S I PLUGGED BOTH 6' ENIDS z I _, l'l PROP. B"PVC \/TR 11 --W-YRTtJE-T : ., I I < I I L _________ -1 i: I J> l'l I I ~ 1 <ss I I I , ~ \ ~ ~ ----------~ \ :i I 00 _, FL 1 , 50 Yl\;-_J~~1PRDP s· PVC DROP PORT ION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTlFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I ss,1-1-i--'i't-11 21 ~' ~ 1 I 1 "' I + ...... I I 11 wss I I I I G ::: : i"i I I -< I El w CONN CTIDN 17. 53 15 ~--~--~ 15 I "'II I -,. r-.. I 1 • . \ I I~ I 1-------~~-i ".1 2 15 ~-----~ 15 I I '"1 ws~ : 1~ I ~ l:J I ~ (:! I I D:I I ---+M~SS I Lu< I ~ Al DETAIL -PROPOSED SSMH K-2 LOOKING EAST DETAIL -PROPOSED SSMH K-3 LOOKING EAST I I 2 ~1 SSf ~ : II I 22 I I 'g ~ : ~ 0 "PROP. 8" PVC ~ I I I ~ <-j I Ice I / I~ I I -f------~~---0 NTS NTS ,sLINE "F" @ 0.4 I WSD 1H ' /..,... -1 zl I I \ / \ I I I 8.1 I 3 I I ~--1+.•~SS I 23 I I SS~~ I ~I I~ I 1i lj'-PRloP. 8' PVC \./TR I I 'I "' I I I " L FH I" ... 1 ~ I I I I WSD I ..-ROP. t2J\ ~~'I ~I I f1 I s~s I 24 v:::; I~ l'i• I 4 @ /1 SSf -I I I I I I I wss I I I l/) ;;1 I 7' I ! 11 I I 0 n' 1-1------~;---+-j WSS \ I I 0 m I I ,' I 11 """'"""'td...-tt I • ~SS I 101 2:il I 5 I I SS~... ~ • : 25 I I~ '1 StA 10+42. 32 PRnb SS~H I ~ ,, sin I I ~ ~ 3, mp 3 l. 05, 1 7f-L 2a. 90"' ,, .. I I I : ~ i I I I~ I I ~ I I 11'1 I 6 I I SS~ .. slss 26 I ' r _, I I~ I PROP. 8/ PVC s~ 11 wss ~ . I ~": h...J:L_l_i:,IN~E_:'£'F~" ,' fij@>_CJ.0 . ._4-_4;;;,%1.:=::::m .1-11 r i I I; II / I : I I I I:: l:U----tt-t:~ss 27 / 7 I SST I I I I ' : ! I : WSD ! : i I : I i WSD : I~ I I I I I I I~ 28 I I I s I ss~U---l"Hilss I I I ~I U\I I I I I ,;; I I ' I ;;:, '"' I I I I I I I wss I I I I \ 9 @ I ,l 1---H~SS ID: 29 I I I I I ssr... :~ I~ I I I 1 1 1 l I i ,WSD ' I I 1-'-----+---~--:i i1----1 I I I I I I I 1- 0 -Tt~SS I 30 I I di I I i8 I I to 'I' I sst-I I I I \ I I WSD : I I I I ~ I I I I I I I 31 I I u: I 1 \ 1 w~s l=r'l>==l-!yslss I ~ I I I J> p RO p. FH I ' v 111 ?iJ I <:; I I I I ssf-~ ~ 1+----l------t-11 I rri s'r A 6+64. 43 IPRDP ssM~ (/) 1 1 I F,2, TOP 3l.107, FL 21411, r;: ~SS I I I ~ I I i I I ~ I I 32 I I ~ I I : 12 I sst. ::..j wsD' ~w:-~:-------tt: I':"" I I \ I I [}-P~DP. B' PVC \/TR I I::.: I '1 . , , 1ss I 33 I I PROP. 8" PVC SS 1 WSD I I LINE "F"\@ 0.4~ I J_f-Ll----11 _____ -'-11 I I I 13 \ I ssl'" 1 ' I I I I I I \ I I *s I 34 I I I I \ I I wss I I I I I I 14 ~ I SSf • WSD I I I I I I FL s· s~\25117 , ~ss I 35 I I I I \ I I I I 15 MATCH LINE "F, STA 4+75 CONTINUED FROM SHEET 11 n:s: OJ> Z-1 -10 ...... :r: z Cl l'l ....., 40 35 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 8' WTR SET 30' CLEAR BEL 'rJ TC 12+00 13+00 14+00 STA 2+27 LINE 1 K1 = STA 14+01. 44 LINE • F1 , RDP SSMH K-1, TOP 30. 38, FL 6. 75 15+00 40 35 t:J z l'l 'l NG 1=F===pN:::G=-===-f-==-=--=-:::..::t=-:;:..::::.1:.IfCJCl'J~~RfT J;@C_lol[.~~~:z-=.:::..::=i------------TC LT~ T@0.3% -----------------------re Lr&. RT;-';;---------rc;cr ~7r-- 30 ======~11====+=====+======+:====1+-----4---+----\,----l----==+::=====1='..:'.::::==~11=::::~~~L11~='f'.==t-_j30 Al ' D'l ::;;:: . ::::::::::: ::::::::::::::::::::::: :::::::::::::::::::::: ::::::::::::::::::::::: .... ·: ::::::::::::::. :::::::::::::::::::::: ::::\: .. ::::::::::::.·.·.·.·.· ......................... JI. :C::I ---· .. =·= ..... ...,.,.. ;;;::;;::;;;:;;;:;;;: .. ·;:::::::::::::::: · ·: :::;;;;:::::;;;::;:_:::: :::::~:~:~:::::. ·:::::::::::::.::::::::. ·:::::::::::::::::::::: ·:::::::::::::.·:_;;;.. ... : I 1,1 11 11 .... .-"[.·~::.::::: ....................... .. • . ................ ....................... • ---------. --:"". ------ilt11I PROP. 8 PVC SS O. 4% ~~~~~ ~ ~0 ~0 ~c &---------2~~D~--------------____ 2 ~HllP:__ -----~":::::;:.,,__., LJ 2~~c~::F8 c~ i~-~=~~~J ~~~~~~~~~~~~~~~~~~~~~;;;;;;~~~~~~~~~~~~~~~~~~~~ .. ~-;--~ .. ~~~~~~~~-;·"~·':·~~~~~ STA ,+64. 43 PROP SSMH PR P. 8' PV SS @ O. % PRO ' B' PVC SS @ 0, 4', "·-..::··: ::::·:.:::::::: ::::::::>" F -2, TOP 31. 07, FL 2 4. 4 t ~;::;:;;:;;;;+:::;;;;;i STA 10+42. 32 PROP SS H J... 25 ~F 8' SS 25. 1 25 STA 14+83. 44 END s• PVC SS LI NE • F' AND PLUG, FL 2 l. 79 20 c---c-----r----+----+----+----+-------t-----l-----lC-F-_3_,_T_D_P-+l-.0-5_,_F_L_2r._9_0 __ -+----+----+----t----+~~~==[~~--;cj-;o;--;7-Jf'f-tl+t+-~,;--il'-'-h-''-'-----120 F 2l. 4 "'"1:J.1'""~ '-PRO , 8' PVC DR P CON ECTIDN EAC SID OF MH 1s~~---~---~--~---~---~--~---~--~---~---~--~---~--~---~---~--~---~---~--~---~15 PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP STA 00+90 BEGIN PROP 12• PVC SS LINE • K' AND PLUG, FL 17, 04 1+00 40 2+00 PROFILE -SS LINE 'F' C BEAR ISLAND ST. ) 3+00 4+00 5+00 6+00 7+00 8+00 -~---~--~~--~---~--~---~---~--~---~---~--~---~40 35 1-----+----1--~-t-----+----l-----+-----ll-----+-----l----+-----+---+-----+---+-----135 STA 2+27 INE 8 K8 = TA NG I------------1--- 14+01. 44 INE 8 F8 , P DP SSMH K-1, TOP 0, 38, FL 1 , 75 ------------------------- S A 5+17 PRO SSMH K-2, T P 3l. 00, F , 16. 14 ------ I l.. LI II< i"(T @ 0. 3 • TC LT &. --------------301-----+-----+-~h'--+-~---+-----ll-----++---+-----l-<l----+----+----+----+----+-----lfl~---<30 ,---1------------------------:-1 STA 8 02 PROP SS H K-3, TOP 3l. OD, FL, 1 , 54 I I 42'RCP 48'RCP I I 25 I 1-----+-----+---++---+-+....---+-----1f-----+--4'---+-----+--+-+---+----+----+----+----+----++---~25 L-r-----------r------u--------------------_ _F~!:_R PQ_S~_TEMP ~~_l)l_TCH@ Q, 22% :::::::::s_::::::::::: ::::::::::::]:::io-::: ........... o·: :::::::: ::::::~::::::: ::::::::::::::::::::::: :::::::::::::ll:::~::: ::::::::~~~::~:;:~ ·:~::~;:::~~:/ ::::: ·: ::::::::::::: :::::::::::::::::::::: ::::::::::::::::::::::::::::::=::::::~ .. :::='ii~·~·:::.::: .... ::::.:::.::: .. :::.::: .. ::::.:::.:::.::: ... \_TOP 8' WTR 23. 4~ 8' TR IN BEAR • ................................................ , ........ .. .... .. ISL ND ST TOP 8 1 WTR 22. 13 20r-----+----r---++-+-----+----+-----+-----1r-----+--++---1----+-----+----+----+----------120 0 ITT (Y] +~ 00 1- <I W 1-W (/) :r: (/) ' :r: z ' D w >==1 zw ....., :::J _JZ :r: 1-u z 1-D <IU L: P rR~J~1P__.1~2-·p~v..,._~s~s"'"'"'@~o~·¥2~1~%~ot'~r-~~-t.;,:;:,;......:.,:;;,,.,;~:...,;;s~s....=,@-f~.:::...~.j....~~-+--lo 0 · 21 % PR P 12' PV SS @ 0, 1 % ~J===j===jt:::t===t:===t:~i=-==-=-±r-:-::::::1s:~~=~~1~~~~~~~1~~~-;-;-;-;1~-;-;-;-;-;-;1r;-;-;-;-;-;'~ FL 12· SS 15. 44 15 ~--~--~--15 PROFILE -PROP SS LINE "K" C MEEREEN ST. AND OFFS I TE TD EAST) BASS & WELSH ENGINEERING THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS ANO WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' 120' I•• I I I SCALE: 1 '= 60' TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I NPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX SANITARY SEWER AND WATER PLAN AND PROFILE OWN. PLOT SCALE: SCALE (H): CHK. N WEI SH SCALE (V): DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD5 AS SSW 08068 SHEET R OF 33 I I I I I I I I I I I if I I / / I N , PORTION OF A 2'93. 041 ACRE TRACT, DOC. ND. 2019035726, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 57'9, CERTIFICATE 31 AND SURVEY 13'9, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CO. , TX, MPM DEVELOPMENT, LP PORTION OF A 293. 041 ACRE TRACT, PROP 12' DIAMETER X 3' DOC. ND, 2019035726, D. R, , A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY. NUECES I CD., TX, MPM DEVELOPMENT, LP STUBDUT AND PLUG, FL 9. 16 'J' PROP SSMH H-5, CAS] NG P] PE \If STA 15•97. 27 LINE 'H" -PROP. 8' PVC WTR r = STA 1•01 LINE I /PROP 20 LF 16' PVC ~ -----_I -----~ ~ ------: ------: ' \ ,-TD~9'_~' ~ 9:.2_'i ~ I --f_ ---- I I L STA 6•31. 02 END 10· I PROP 0· w BY L _j. --S~F~. 72~ _I ~OT:::: 18"SSBY ---: -~ I 1 TIJER~--- D 2+00 ' 3+00 l 4+00 ::J • 5+0 6+00 ""\. I ---1 ~ .£-S-__ _ c I I ,_ I I '° ,__.\.-_......-6' 1--I f-__ I _____ :___J I ~) 'I 0 FL 12' 13. 87_J -f--\-------i I FL 18' 8. 66_/ f-------I f!t:;V)_ ----jl 1-----~PROP~;.-Pvc ssl I I ;'g\, ~1~~P.,,)s~ Pov~2~s I ~r~Tl6;~g4~;0LC~~E·1· II I '-.,-.) I ~.I LINE "H"@ 0.21%--'I I ~_, I 'J' PROP SSMH I-3, I ~,~ lD -n1----1--_1 ""' ', I TOP 29. 50, FL 6_. 87-_I I ._, I I Lw~ ,k''i -----1 -I ~ ----!J_q------_J I§~ ', i----'5"'5'-'.,.0Ec--i--=55~'=DE"-<"11 I ~ -----::::>:; ----11 I '::: 51 PROP. 8'PVC WTR-I gl "-" ::'.:' __, "-' 'I. iii I _, PROP. \2" PVC SS I I I I I.,_ 1-.J I I.,_ -.J I I -~LINE "H'\@ 0.21 % I I I I PROP. FH-.. \ I < I n :<:'~ -----j_ -----1 \ ----I ..,1 @) Ill:~-:;; : I 15 II> I -210-1 D J> I I "c·I 16 Iii T a I I \ I I ~ /:::: I z ___, PROP. 12" PVC SS I PROP. I 12" PVC SS ii I \ '-.) '-.) :;g LINE "K"@ 0.21% I LINE "l:_"@ 0.21%~ I ril _J_ I "sswss ~ss_l_ _I I_ I -.J-.J I z \ STA 10+82 PROP SS~~ K-f. ~ -ttl' 'flV'Ue--:it • lllo·,DE 60' HDPP r LJ ~ ~ ~L !2'SS 15 44 -+ L TOP 30. oo. FL 14. ~. : rt--S'Lr--&S. ' I 10' n:_:,.J I -153f _ --1 t:J z / , / / / / / / / / / / ,, / / / / / / / >-· A'< / ftsTtA 1<+02. 00 LINE ·'" -I I:: ,0 I l'l · QARTH ST -< ,.,-ru I 'H' =STA 13+98 L!Nq __, ~ -----54• RCP ~ _. .. I • K' PROP SSMH H-4, \ 16 ;J , -----~ r -ss~ TgP 29. 35, FL 14 28 I I i.,_ I DI/ / / / / / / / / / / / / / / , / / / ' _,. -~ ~ ! I 1 ~ ~ e-----It-PROP. 8' PVC w~ /" r I I=+ i:ffe-ifM--I -=f 'wss 00 11 s~ I 1\ II ---_I I ___, I 8• x 6' cRoss PLUG~EY I 0 I I 1 I ss~ C: ~ss I c,::., I 11 I l'l J> 0 BOTH FREE 6' END1' ' (:! I I 1 7 '..;:::; I \ I ~CD I G (:! I I ~CJ I I I : ~ I ' ~~ I n3~------r~:J-----\ -\ -;;--: :eece :·m@[',~' ~ j'":~,:~e,;-;';,1 ', \ ~:---~ I __ ----J@-----___j L _£1_ --I I ~! ~!1 ;:; w:~ 1 1 I I \ I ~; I 2 E I I i.,_ -.J I : 3 I ss~ = ~s I 19 I \ I ~~ : I I I I I I : : lq I \ I ~; ----I D D • er -1 D D l _____ ~_L_ ( :-f_PROP ... J ~ s@" P 0 v.c 1 23~s I G !::; LINE I :! s I FL 12· 8, 86 ~ I I -.J L---- 1 6 I ~0 I o!::; --~- I Lw;;:: I g ::s 1-£! I 2 r----- I PROP. 12" ~LINE "I"@ L--- 1 I I f---- 1 I PVC SS 0.21% 1-- (/) (/) 1--z <[ _J D > 30 1+00 !'!.G_ ----- 2+00 3+00 / 4+00 5+00 6+00 ,,.,...--------------!-------NG 30 -----1------------- PRD'. 8' WTR • ~ I : ~ w,~ l;'j I \ I ~ n I 1 ',, 4 11 SS~ ~ r I 20 I , I ;§ I I "" : WSD ~ I I I I · '\ I I N-sTe 11+52. n PROP ssf.1H -----i I ---- 1 I it,T -( I l Ou I OH- I ~~ I ~d 6 i ~ + f-----++--+---+-<--1-¥' '4A----< D' I "' I u > I n_ • I OJ '·r I I ~ ~"' 0 ~cc n: D DC Q_ O I CLM + f--------<t-+n-D-C\J~-o+--t-<-----< OJ ti:~ I "~ I "' . 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TOP 8'WTR 19. 0 STA 16+[ 0. 37 LINE • !" = STA 5+04. 70 LINE • J' PF DP SSMH I-3, TOP ~9. 50, FL 6. a7~ ~ 15f----""---+------1-----+----+----+----+----+------4<-+----+----+----<15 STA 15+'97, 27 L NE "H" = SA 1+01 LINE • J" ROP SSMH H-5 TOP 29, 00 FL 9, 15 FL 8. 66 ST~ 6+31. 82 END ,/" 5 181-' SS, FL 6, 7 2.-/ 5 ~---~---~---~---~---~---~---~---~---~---~~--~--~ PROFILE -18' SS LINE 0 J' ~~~~~-~~-~~ C OFFS I TE. ABOVE RIGHT) 30 ~--~--~ 30 STA 10+82 PROP SMH K-4, TOP 30. 00, FL 1 . 95 ~ 25 f----++----< 25 PROP 8'PVC PIPES X 3' LONG & PLUG 2 0 f-----;==ot. v 2 0 FL 19. DD l ~ FL 1', OD PROP 8' PVC D~,o~P~-IL ~PROP 9• PVC DROP CONNECTION '\., CDNNE CTIDN 15 ,_____ FL 16.94 15 ~ DETAIL -PROPOSED SSMH K-4 LOOKING EAST NTS PORTION OF A 293. 041 ACRE TRACT, DOC. ND, 20 l '9035726, D. R, , A PORT I ON OF SURVEY 135 ABSTRACT 581. CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERT IF I CATE 33, SA ID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CO. ,TX, MPM DEVELOPMENT, LP 10+00 11+00 12+00 13+00 14+00 35~--~---~---~---~--~---~---~---~---~---~--~35 ITT (Y) 0 (Y) l[) (\j 0 _,ITT + STA 10+ 2. 00 PROP SMH (\j 1--aJ K-4, TD 30. 00, FL 14. 95 MATCH LINE 'G' STA 4+75 CONTINUED FROM SHEET 11 W NG w<r:30F-=-=-o=-'-i=~--~~=f-"-~~...-..,~-~=+=~=l.--=--+-=-~=-'4=-=--=-=="=-=--+-----+---+-----i30 I 1--7 0-0-r==-===1=~=.c= ----. = > NG VJ VJ II ;>:, D :r: r ____________ j ---- 1 I I ~-25i----r----r-----ii----r--++--+------t-----r-+r-~,,.,,....=-,..,---t--~-<r---t11125 LL W I I 54 • RCP 60' HDPP FL PRO OSED TEMPO ARY DITCH o. 227. I I i=1 Z TOP 8' W R 22 13 I I w f----l .............................. ~ .. ·····-:··· .......................................................... T P s·wTR 21 s --------u ---- ::J _J ...................... • .............. ~ •• W ............................................................. : ........... ~'"Ii""......... ....................... ...................... ...................... • ....................... . z 2 0 ····· ............................................................................................... a:.w ............ . ........, ::r:: 0 STA 14+02 88 LINE 1 H = STA I-u 13+98 LIN I K1 PROP SMH TOP 8' WTR 20. 80 20 Z0 I--<[ Q H-4, TOP 9. 35, FL 1 , 28--------.... PROP. 12" PVC S @ 0.21 U ::>:: ~~~~~~~::r:::::::r:::::::r::::::i:~r:::::::::b~P~R~O~P~.~1~2~"~P~V;C~S~~@~0~.2~1~%~,~:::::::::::~====~ 15 " FL 12'SS 15. 44 15 PROFILE -SS LINE 'K' C OFFS I TE AND QARTH ST. ) 1 '\l, 1 ~ 1 H-r, TOP 20. 67. FL 2~. 1 I 1 5 "\ I SSS ~SS 21 I I I I I I I ' PRO~.\ fH-l. WSD : I I I I \1 '1 f-'---+------~"~',-t __j 1 l I I --- 1 6 l\{s~H--""'lllHl-.+"ss 22 Ri I I 1:-J I 11 I ~ II I @> I I I Ul WSD ~ I ' I I Ri I i 1 1---"1 s~ 1 I I I @ 7 I s~tH---H.J~ss I 23 I I ----I I I I !I • : I I I I I I I 11 c wss : I I I I I 8 I ss sss I 24 I I I J ..:... r'ROP. s" PVC ss -----i I PROP. 8' PVC \.I llR-~~ I oJ, I I 1-1-------t--n WSD 1, LINE "H" @ 0.41' I I I I I II I I I I 9 I ss~H----ILI I I I ~ ~SS I 25 I I __J 11-+--:-------;---+rl!1 WSD : I I I ---I I I I : : I I I I I I rol I ssi 1 11 ~ss lq 26 [ 55 , DE 55' DE : fJ I WSD '"' 1;\ ' I ~ 0 I I I I : ... ,\--1::1 ' I -q-EJ---1 I I I \ I I I ij I -.J-.J I 11 I SS~ ' ~SS I 27 : ~ I lu < I I I I : WSD \., I ' I 0 g ::s I '1 o I 1-t:i I I 11 .;_ I '1 :::) 1- 12 I ssT ~s;r---;s-------1 '%> ~ I ~ ---I 111 I, ['11 e>I WSD I I ' ·, l'l I I 1-+-------::-<;t--r'l-I ' I I I 13 "'1 :1s:H--~Jss I 29 I ~ I II I I Q I I isT~ 7+21. 54 PROP ssM~ H 2. ~ I ---- 'C::Y ' I WSD ' TOf 28. 84, FL 23. 85 . I I l-jl------+,---+11 I I I ~ ill I I I I 14 I s 1 ~ Jss I 30 I ' ~ I D D ;:,+ I ~1 ! /STA 11 +06. 96 PROP SSMH ""f I-2, TOP 30. 5, FL 10. 78 1---- 1 I I r--- 1 I I ---1- I I r----- 1 I I 1-0-- 1 ~(:! I Q CJ -.J -.J f-li;c---- I g ::s 1-£! 12 I f---- I PROP. 12" PVC SS r LINE "I"@ 0.21% _I --- LL ---< D f-->--< VJZ <[ ::::J w l'J DZ f-->--< i=1 VJZ VJ <[ _J w f--VJ VJ l'J LLZ LL >--< D~ I I PROP. ~H-L -! '-' I I ~I ~ I ---~ I I I I :;:; WSD I I Ril ':! I I I 15 I ssb~"'~--n1ss I 31 I e I I ! __......---STA 6+27. 76 PROP SSMH [-1, c rr-TOP 30. 5, FL 11. 79 1 1 1 1 WSD 1 1 1 ~ 1 ~t 1r --- I I I I 6' ~ L i I ~ I -----1 I I 16 I ss;~+.i:----r~:;•ss I 32 @> I I I I I I I I I WSD I I I I I I 11-+l-----+-I -4-11 I I I I ---_I I f---- I IPROP. ~:PVC W~Rs:fH~--1-lfssl 33 I : ! I ~FL 12·ss 12. 06 I I I I WSD I I I ------'---'-----'l-'----:=--=-=--~bi:-J,--------~,-t11 , I MATCH LINE 'I' STA 5+00 l/r FL1 8' SS 24. 84 I I~ 18 I I 1.11 1 34 I CONT I NUED FROM SHEET 11 MATCH LINE HG" STA 4+75 CONTINUED FROM SHEET 11 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE' I'= 60' 120' I DWN. CHK. 00 O(Y) + '1J 0 0 + ITT .... 0 0 + "<!" 0 0 + (Y) 0 D + (\j .... 0 0 + 0 0 + 0 0 0 + D' 0 0 + CD 0 0 + I' ITT (\j I 0 (\j '-STA 16+00 . 37 LINE •I 5+04. 70 L NE • J' PRO I-3, TOP 9. 50, FL 6. STA 11+06 '96 p:1 SSMH 1-2, TOP 30. 50, FL 10. 78 (STA 6+o 7. 76 PROP , SMH I-1, TOP 30. 50, FL 11. 9 7 0 = STA \ SSMH "' m ai ru -" ~ ~ OJ "' 0 @ ' ' w z - (fJ (fJ (.) > Q_ . N - Q_ 0 0:: Q_ !<: -N 0 = . w z ::J <JJ <JJ u > 0.. ' . - 0.. 0 0:: n. I 0 0 + '° 0 0 + ITTD (Y) l[) (\j 0 ru ~ J;::j i 0 ; J @ ' .. w z ' ::J I "' D nj - ~ ~ . C\J - -" /"" MATCH LINE 'I' STA 5+00 CONTINUED FROM SHEET 11 BASS & WELSH ENGINEERING l[) ITT TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. ~ w 1-- (/) LL LL D w z _J (l'. w 3 w (/) >- (l'. <[ 1-- z <[ (/) w _J LL D (l'. o_ F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX SANITARY SEWER AND WATER PLAN AND PROFILE AND DFFSITE SANITARY SEWER AND WATER TD EAST N WEI SH PLOT SCALE: SCALE (H)' SCALE (V)' DATE PLOTTED , .. = 60' SAME JOB NO. COM. NO. PGD6 AS SSW 08068 NONE 02/18/20 SHEET ...!L OF 33 N N " I S T1J11 L!f r11E:c n::<: DJ> z --1 --1 g ,.__. z,- c~ 'l z t:::) 'l c-----36+00 'l _ ,rPROf:'.:_F~ .'/. I !Cf . -_Ji .1 37+00 -----------~-----11 118 126 ACRE TRACT II, DOC ND. DROGON STREET PROP l6'PVC WTR BY OTHERS-.....,__,/, 2Dl5Dlll69, o, R., BILL BROWN ET AL (FUTURE 75' ROW) Al+OO 42+00 '>t--,77 38+00 3 '3+00 ---------+ -lb ----__ -_o_o____ _ ____ µ AJ c_'t==~~,,--~==~...:::..::::..:::-:-::..:::::::::-:-::..::::::::~=-======--......::::2:o:·:D:E:S::::~::~::::~::::::::::::::::::::~;:::;~~~~~::::::::::::::::~~=::~/3 ~ , "! PROP. FH i' /?-STA 42+47 C fJtPRDX) (/)I (/)--1 PROP 16' PVC WTR /Ii; PROP TEE B/Y OTHERS 20. 00 AC. TRACT, DOC. 'l J> PROP 16" PVC WTR NO. 2005027456, D.R., 'l w LONDON IND, SCH DIST. I I --1 Ul + C-' Ul r-> 0 n3: DJ> z --1 --1 n ~ ::r: z,-35 PLAN 16" \./ATER LI NE NEAR/AT CR 33 1" -60' ----------------------------------------------------- 36+00 37+00 38+00 39+00 40+00 ------------------------ 41+00 42+00 43+00 35 I I c~ 'l z t:::) 'l __ _tlG ___ f v--CL CR 33 'I • Al L 30 D, ::<: (/) (/) ::r: --1 'l J> 'l w 25 --1 Ul + ...... Ul ..._.o 20 r-------1------ bRDP 16"PVC ~OVER BELOW ······················ ······················· ······················ ······················· NG ------1-----------i-----------1------ WTR ( 5' .~~~·}: ....... ······················ ······················· ······················· ······················· ······················· ...................... ······················· ······················· ······················· ........... ··········· ······················· 1------------r-----------1------ I 30 Pf DP 16' PVC "TR ( 5' I CPVER BELOW <G)}: . ······················ ....................... ······················· ................... ::::·::::::::::::::1 ······················ J'.-PRDP 16' TEE ....................... ······················· ······················· ...................... ...................... / 25 DETERMIN 1-HDRIZDNTA r AND VERTI A~/ LOCATION OF 16" WAT R BY OTHER PRIOR TD ANY WATER CDNSTRUC lrIDN REFLEC Ir-ED THIS SH "ET BY OTHERS 20 PROPOSED CITY STANDARD 4' l.D. FIBERGLASS MANHOLE FOR SANITARY SANITARY SEWER SET INSIDE INVERT ELEVATION EQUAL TO 18" CLEAR OF BOTIOM OF PROPOSED 16" PIPE NOTE: PROVIDE 2 COATS BRINER'S DURAZINC OVER ALL METAL SURFACES WITHIN MANHOLE. APPLY PURSUANT TO MANUFACTURER'S RECOMMENDATIONS. PIGMENT FIRST COAT BRIGHT RED. TYPICAL AIR RELEASE PROPOSED GALVANIZED /PEDESTRIAN RAIL PURSUANT TO / TXOOT DETAILS PROP 63.11 LF 7 1/2" X 1'-1" R/C PEDESTRIAN RAIL SUPPORT BEAM IMTH PEDESTRIAN RAIL ATOP PURSUANT TO TXDOT DETAILS (BOTH SIDES OF STREET). PROVIDE 2" RISER AND DOWNTURN, BRASS IPS FITIINGS AND NIPPLES PROPOSED 2" AIR RELEASE AND VACUUM VALVE, VAL-MATIC MODEL 802A, OR APPROVED EQUAL. PROPOSED 24" X 2" SERVICE SADDLE WITH 2" BRONZE GATE VALVE ">--PROPOSED 16" WATER PIPE PROPOSED 4" PVC PIPE 5' LONG, CRUSHED STONE FILLED, FOR DRAINAGE VALVE DETAIL NTS TIE WALK TO CURB PURSUANT TO Cl1Y STANDARD DETAILS TIE GRADE BEAM TO WALK WrTH NO. 4 "L" BARS @ 12" OC (MAX). ''L" BARS TO BE 20" HORIZONTAL X 1 2" VERTICAL LEGS TOP ELEVATION OF GRADE BEAM VARIES, = TOP OF CURB ELEVATION + 0.1' + 3/ 4" CHAMFER = TC + 0.16' 55' 55' 11 O' DRAINAGE ROW S=O, 541. FL BOX CULVERT 22. 66 S=DI 54% 11 11 FL 22. 70 11 PROP. 4' X B' RIC II BOX CULVERT @ O. 5% I --------------------9 32+00 --_ ___,_ --------------------~ TIE 5' WIDE WALK TD CURB WITH REINFORCING STEEL AS PER CITY 111 STANDARD DETAILS AND TIE TD 1' I x 1' R/C BEAM IN SAME FASHION II A 11r- S=D, 54:1. Sd . 54% PROPERTY LINE S=O. ~y. II II II II II II II II II II PROPOSED 4' THICK. REIN 15" DCEW. TOP WINGWALL WI L-BARS 9wx9 WIDE X 20' R/~ SPLASH PAD 4• ORCE WITH ND. i 3 REBARS AT EL 22, 66. TIE TD FACE OF H ND 3. L-BARf @ 1s·oc CMAX), Ul q "' ' '" STA 32+44. 53 GB &. CL D UBLE 4' X 8' BOX CULVERT, TC L RT 30. 40 DRDGDN ST PROP. 5' TI ED SIDE WALK OT SIDES LE GTH OF D OF STREET, 5' X 63. 11' WINGWALLS + 15' EACH E 93. 11' TOT AL LENGTH OF 5' WALK V. '>'//. W '///// l/N 'Z "//. "////f, '--A 10' Lw = 22. 68' Ltw = 17. 75 Lw = 22. 68' 15' LE GTH D PARA LEL HEADWALL/YI GWALL /FOOTINGS= 63. 11' DIMENSIONS AND DATA AS SHOWN ON THE SOUTH SIDE OF STREET SAME ON NORTH SIDE ~DIMENSIONS AS TXDDT DETAILS 25. 00 AC. TRACT, DOC. ND. 2008018783, D. R, , LISD 10' 15' SPECIFIED IN PROP 63.11 LF 12" WIDE R/C GRADE BEAM SUPPORTING 7 1/2" X 1'-1" R/C PEDESTRIAN RAIL SUPPORT BEAM WITH PEDESTRIAN RAIL ATOP (BOTH SIDES OF STREET). 12" WIDE GRADE BEAM 18" DEEP OUTSIDE MBC. TOTAL LENGTH OF PEDESTRIAN RAIL + PEDESTRIAN RAIL SUPPORT BEAM + GRADE BEAM = 93.11' 20. OD AC. TRACT, DOC. NO. 2005027456, D. R. , LONDON IND, SCH DIST. PLAN -2 BBL 4' HIGH X 8' WI DE HBC WI TH PARALLEL WINGWALLS AT CROSSING OF DRDGAN STREET (SHEET 5) NTS TYPICAL CURB & GUTTER \ VARIES 1/. TD 2/. ~ 5' WIDE TIED CW PROVIDE 4 EACH NO. 4 BARS CONTINUOUS WITH NO 4 FULL STIRRUPS @ 12" OC (MAX) PROP 93.11 LF 1 2" WIDE R/C GRADE BEAM SUPPORTING 7 1/2" X 1'-1" R/C PEDESTRIAN RAIL SUPPORT BEAM WITH PEDESTRIAN RAIL ATOP PURSUANT TO TXDOT DETAILS (BOTH SIDES OF STREET). NO. 4 U-BARS @ 12" (MAX.) OC PURSUANT TO TX DETAILS (PROTRUDE 12" INTO GRADE BEAM) SECTION. B-B (OUTSIDE LIMITS OF MBC) NTS ----PROPOSED PEDESTRIAN RAIL PURSUANT TO TXDOT DETAILS PROP. 4" THICK SIDEWALK TYPICALLY REINFORCED. 5' WIDTH. TIE WALK TO CURB AND TO GRADE BEAM AS FOR TYPICAL SECTION OUTSIDE LIMITS OF MBC (ABOVE) PROP 7 1/2" X 1'-1" R/C PEDESTRIAN RAIL SUPPORT BEAM WITH PEDESTRIAN RAIL ATOP PURSUANT TO TXDOT DETAILS (BOTH SIDES OF STREET). MULTIPLE BOX CULVERT NOTES: TYPICAL CURB & GUTIER TOP ELEVATION OF GRADE BEAM VARIES, = TOP OF CURB ELEVATION+ 0.1' + 3/4" CHAMFER = TC + 0.16' 1. THE PROPOSED TWO BARRELL 8' WIDE X 4' HIGH R/C MULTIPLE BOX CULVERT, WINGWALLS AND PEDESTRIAN RAILS SHALL BE CONTRUCTED PURSUANT TD TXDOT DETAILS SHEETS IN THIS SET OF PLANS. THE PROPOSED MBC SHALL BE CONSTRUCTED WITH A 1' X 1' HEADWALL PROTRUDING ABOVE THE TOP OF THE MBC AND A TOEWALL PROTRUDING BELOW THE MBC, BOTH ENDS OF MULTIPLE BOX CULVERT. VARIES 1/. TD 2% /PROP 93.11 LF 12" 'MDE R/C GRADE BEAM --=F=~:]jR~Q5~~=~===rffn~ SUPPORTING 7 1/2" X 1'-1" R/C PEDESTRIAN -----, __ _:,..,, ~ 5' WIDE TIED CW SUPPORT BEAM WITH PEDESTRIAN RAIL ATOP PURSUANT TO TXDOT DETAILS (BOTH SIDES OF STREET). RAIL 2. THE REINFORCED CONCRETE WINGWALLS SHALL BE CONSTRUCTED WITH A TOEWALL PLUS THE B" THICK WINGWALL ABOVE. 3. THE TXDOT METAL PEDESTRIAN RAIL ASSEMBLY SHALL BE CONSTRUCTED ON A 1'-1" HIGH X 7-1/2" WIDE REINFORCED CONCRETE CONTINUOUS RAIL SUPPORT BEAM CONSTRUCTED ON TOP OF THE ABOVE DESCRIBED GRADE BEAM ON TOP OF MBC AND CONSTRUCTED ON TOP OF THE PROPOSED 12" WIDE X 18" HIGH GRADE BEAM WHICH EXTENDS BEYOND THE LIMITS OF THE MBC. THE PROPOSED PEDESTRIAN RAIL SHALL TERMINATE ON BOTH SIDES OF THE MBC IN THE 12" X 1 B" GRADE BEAM. 4. PROVIDE 3/4" CHAMFER ALL EXPOSED EDGES OF CONCRETE STRUCTURES. 5. PAY FOR THE TWO BARRELL 8' WIDE X 4' HIGH R/C MULTIPLE BOX CULVERT, RELATED EARTHWORK, R/C WINGWALLS/FOOTINGS, R/C HEADWALLS, PEDESTRIAN RAILS, R/C BEAMS SUPPORTING PEDESTRIAN R.AJLS, DE-WATERING ASSOCIATED WITH THESE ITEMS AND CEMENT STABALIZED BEDDING BENEATH THE DOUBLE BOX CULVERT AS "DOUBLE 4' X 8' BOX CULVERT WITH WINGWALLS". THERE SHALL BE NO SEPARATE PAY FOR ANY OTHER WORK ASSOCIATED WITH THE DOUBLE BOX CULVERT. PROPOSED R/C 8' WIDE X 4' HIGH MBC 2 BBL CEMENT STABALIZED SAND BEDDING PER CITY STANDARD STORM WATER DETAIL SHEET -~ SECTION. A-A (AT MBC) NTS ND. 4 LI-BARS AT 12" DC AND SHALL EXTEND INTO 1' X 1' HEADWALL BELOW A MINIMUM OF 11" PROPOSED 1' X 1' R/C HEADWALL PURSUANT TO TXDOT DETAILS {lYP. BOTH ENDS OF CULVERT) BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' 120' ti ••D•cll--t::' =======I SCALE' 1'= 60' OWN. CHK. PUBLIC I NPRDVEHENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX WATER PLAN AND PROFILE, AIR RELEASE ~ VACUUH VALVE DETAIL AND HBC ENLARGED DRAWINGS PLOT SCALE: , .. = 60' PGD7 AS WTR COM. NO. SCALE (H): SAME 08068 JOB NO. SCALE (V): NONE N WFISH DATE PLOTTED 02/18/20 SHEET J..±... OF 33 “”“”“” z 0 >--" I I I I I I I I I I I~ I I" _ ______,I I "' -< '" :<"' '" "'" "'"' '" "< . - I I I I~ I I I _:= ----t UL> ,. Q '" "" ·:i: "' J> . " '" -w -ru -- -0 22 ( 8 ( 7 23 I; ( 9 I; ( \ \ 6 N89• 04' 28'_[;_ 439. 48' 1:""'5' CJE; me. 1'I[];---- I -------- 24 10 5 LDT lA, --f---7. 5'UE 0 26 25 27 - RHAEGAL CT 25'YR 5 EE ------r-- DRDGDN ST 25'YR 0 2 4 3 7~ UE ---- S89" 04' 2s• W 513. 61' 7. 5'UE 334, 530 SF = 7, 680 AC 0 LDT lA, BLOCK 3 LOT 1B, BLOCK 3 I ~ -_J.) I I SSFW, SSF~] 11 I 11 I 11 I 11 I 11 I 11 I SSF 11 I ~J 11 I 11 I 11 I ~11~1 "'11iiil 11 I 11 l 11 ~ 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I 11 I I I 11 11 I 11---f---- - 11 2 4 PORTION OF A 130. 570 ACRE TRACT, noc. ND. 2019051482, 0. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTJFJCATE 31 AND SURVEY 139, ABSTRACT 577, CERTJFJCATE 33, SAJD SURVEYS NAMED CUADRJLLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP ---t--1-7. 5' UE 5 6 7 8 SSF I I r, -IOI~ '2 L.J RI~ 3 3: J>O -10 nz :r: -1 ~ Al D z --j :r: Al D z f'l t:J Al 11~ '------------~ -·~--·- IZ ~c \j,b.L;:._=:...=-=.=_=1=-::::::..:::...=:...=_±.=_=._:=-:=.=i.-=.:=-:::::..:::...=~-±_::::::_:"5~'=EE'._.=-=.:1-=.:=-:::::..:::...=~-...L----~~-'l-~8 I Iii'~ ~~(/) BLACKWATER ST , t~ltS~SF~----,---~::-=::-T:-=-=-=-:=-::=r=::-=::-=:-=-=-=r=-==-::::-=::-=~-=-~~=-::=ir=-=-=-=-:=-::=-f VJI ; i --~~ t--5'EE --i1·1 "r-----J> l'l _ __,_, -1 25' YR ()'\ IC--3 4 5 6 7 sci;; ~I~ l 2 D '"1 I~ ~ n -10 t-----~~---~~' (~--;::__---~_-_-_-~_-_-_-g ~ -r 'z r_"'lssF 1°1 L.J 15'UE --20' YR LDT l -5'-<:E LDT l DRDGDN ST - ------------ LDT l ~c z l'l l'l t:J ~D .z MATCH LINE 1 A1 STA 12+50 CONTINUED FROM SHEET 14 PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 5Bl, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAJD SURVEYS NAMED CUADRILLA lRRIGATlDN COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP N THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I••' I SCALE: 1 "= 60' 120' I DWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX STORM WATER POLLUTION PREVENTION PLAN N WEI SH PLOT SCALE: SCALE (H)' SCALE (V)' DATE PLOTTED 1" = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGD2 AS SWPPP 08068 SHEET ....l§_ OF 33 PDRTrDN OF A 130. 570 ACRE TRACT, DOC. ND 2019051482, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 3I AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579 1 CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES SURVEYS NAMED CUAilRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP CD., TX, MPM DEVELOPMENT, LP n::;;;: DJ> z_, _,n ~ :r: z Cl N l'l ~ t:J z l'l 'l /IJ ' on 3: ' (/) (/) :r: ___, l'l ]> l'l ___, O' + >--' 0 UlO n ::<:: DJ> z_, _,n e-1 :r: z, c~ l'l z t:J l'l 'l ' /IJ t:J D ' 3'. (/) (/) :r: ___, l'l ]> l'l >--' _,o >--' + uio D N89° 0,' 28" E 1050. 33' N89°04' 2B"E --------~ ----7. 5' UE 11 12 13 8 9 10 1050 33' '° 14 ...., 15 c.n D 7. 5' UE 16 1 I ~1 -< ~l 0 ~--~-- ---~ -_25_'._3 ---~ -~-t--------_J -r f-----________ J 5'EE -~ --~ ~SSF BLACKWATER ST GJssF ~~-~--_---,---=--::=-~-rc-::=--=::--==-:_=i:--=:::--==-::_+~::-==-::=-~5'7E~E~-~=-::=--=:::--==i==--==~s·~E~-E-~r:--==-:=-~-:--==-::=--=::~l1T 25' YR B 9 10 11 12 25' YR 14 I3 15 16 jl ~IJ ~I~ I SSF ~ ______ -, ______ -~ __ 15' UE _____ ~ _ IT_U"= -=--=--= -=--=--=-~ GJ -f-------r EJssF DRDGDN ST SSF g =-----------~~~~~~~~~~~~~~-----~ ------------11 I 0 1 11 LDT l I I I 0 I I I I 1 I I 1 I I 1 I I 1 I '1 I FF I I I ...'.: I 1 1~ 11 I 11 I // I ii I 1117 // I // I // I // I 15 I ~ II 87. 50' i-+------ 1 36 · I I I I I I 16 I I I I I I 1 µ.. 1 --- 1 :~ 37 @ I I 17 I I I I I 38 I 1-1---- 1 I I I 18 I I ' I I :~ I 39 I 1-l.-I ---19- I~ I @ I I I I I I I I I ::<:: 20 I I I I ~B ssF 40 I I n z fj ·I _l __ _!9' j'f/UL_ __ I ___, \;I::. -------+---t----I t-1 ' t-1 ~ z l'l l'l t:J DRDGDN ST ~D ,Z ~II I// I// I// // I LDT 1 I// //I 0 LDT 1 //I I// //I I// //I I// //I I // //I I// //I !$ I// //I fr I// //I 12 I // !:l I// //I & //I ;{ "" I // I// /lit i i I I I I I / I I I I I I I II I II I I // YI! I ii I // I 11 I 11 11 I II I II MATCH LINE "B' STA 12+50 CONTINUED FROM SHEET 14 0 LDT 1 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE: 1 '= 60' 120' I OWN. CHK. 25. 00 AC. TRACT, DOC. ND, 2008018783, D.R. , LISD 25. OD AC. TRACT, DOC. ND. 2008018783, D.R., LISD BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX STORM WATER POLLUTION PREVENTION PLAN 02/18/20 1" = 60' SAME PLOT SCALE: SCALE (H): SCALE (V): DATE PLOTTED COM. NO. PGD3 AS SWPPP 08068 JOB NO. NONE N WEI SH SHEET J.2__ OF ~ PORTION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D.R. , A PDRTJDN OF SURVEY 135 ABSTRACT 581. CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD., TX, MPM DEVELOPMENT, LP 36 37 38 39 N I I I I I~ I l:e I I I I ='I Ul I ~I 15 16 17 CONTINUED MATCH LINE I I I I I I I @I I I I "'I '" I I I I I I ~I I f-l'--------t1-n' I I ' I 18 I I I I I U) I I I I r:i I I I I l I I 19 I I I I I I ON SHEET 18 u F' ST A 4+ 75 I I CONTINUED MATCH LINE 18 I I ON SHEET 19 HG" STA 4+75 34 I I I I 55' 55' Jjf---__±'_--ti---~---i ' I I '. 35 I I I ! I I I I I I'" I I I 1(/)0 Ul 19 I QI I~ I I 36 I I~ I : µ__Jl _____ H:I~ I I eJ I ' I I I I I~ @ ·~ • I I 20 I I I I I 37 1~ ~I f'l I I \~~I~ I : I I 21 h---+~---------,-JI I ~ I I I 38 I I ~ PORT ION OF A 293. 041 ACRE TRACT' I U)I I I ;;; I I ~-<. I I ~ DOC. ND. 2019035726, D. R, ' A PDRTJDN OF SURVEY I ,) ,;' ,, ABSTRACT 579, CERT!FlCATE 31 AND SURVEY 139, " I ~ I I ' 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, \ ~"'·.II 22 I "'I ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES l l I I I CD. , TX, MPM DEVELOPMENT' LP I I I I I 39 I I I I 23 I I I I I 1 I I ~1-~:------T1+-t1~~~~~~T,~Tr1--:~:-~ir-,-,r-~~~~~,11...-~~~~~....,...-rr-~2~-rl':'.1 ~r-1 ~~~~~~,rTr-,~~~~~11~rr1-:w:--~rr~qr-1~~~--;~~6~1t"i;---:24~-~~: I I I I (:;;\ 20 "'ol ~ ~ l ]~ @ I I 70 "'I ] J;: j o:::.] 48 f25\ I I 24 ~-<.I ]'.' q'; -<] 48 eJ I I I I 40 ei ,\; \;] ~ I~ 69 I (.;;:\ ~I ~ _, M '" l:C:7 i:i J> ;o I I I I I I I ;;;1 T 2' '1' I I e; "' I I I _:i d a d= L ----: __ 1 _19' YR/UL_ -_J i L Z I _l_ -1:± VJ I L _______ lO'YP."'c-V) -E~-l __ l _____ :::J; I -_J_ -+------_, (j:= -§' OE---1--1 -~ ---1,_ _L _ ----l0'--¥R/DIC-l-I-------____y <T--_TIYJ'.FZD=-1--r--5'LE-------Vl p_ ~ 5 <-ff --'"T-C--1 -----V? 't:::::" ---s"'TE""----1 r 0 , _, ro-, C:.J SSF L~SSF ~., C:.JSSF DRDGDN ST 25. DO AC. TRACT, DOC. ND. 2008018783, D. R , LlSD THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. < D ' J> z _, ~ C/) Vl _, I I I I JU! ]q !'" I ::o I I I I ' I@ ' I I I I I I I I I I I 35 36 37 38 39 19 I I I I I I I I I .. I I~. ' I I I I I I I ~ I I I I 40 I I I~ I I 1 l I l__ -, -ro• Yl<tU~' j \[:::_ -5 ~ --O__j -::: 0 30' 60' I•• I I SCALE: 1'= 60' 120' I '" Ul U) U) " " "' ;o ;o "' D D "' "' OWN. CHK. I I I I "' o- I --'"00 D· I ---"' '""' I .'.-°~ D ;o . "' I "'_, . "' '" ,.; I -_, ' ,_ I '"" ;o D" I <: D Zn "' I _, z "p ' I I I I I ~- BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I NPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX STORM WATER POLLUTION PREVENTION PLAN 1" = 60' SAME PLOT SCALE: SCALE (H): SCALE (V): DATE PLOTTED COM. NO. PGD4 AS SWPPP 08068 JOB NO. NONE N WEI SH 02/18/20 SHEET J_§_ OF ~ N PORT ION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTlFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I I I I I I I I I I I I I I zJ 0 c:;J (Jl I (Jl ' w I I\) ' I ~ I ,__. I 0 I\) I CD w I 0 ' I PORT ION OF A 293. 041 ACRE TRACT, DOC. ND. 2019035726, D. R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD. , TX, MPM DEVELOPMENT, LP I I I ,------------1 I I , i r---------r011~~~6 1ft~---- I I I 1_..P,1r I I I I I I j I ____________ J I I 'Di 14 Di' I -----------1 i ~-----------_J1 ~n--- 1 r,;;-,19 I ' ~ R ~I G 36 I I I I I I -I D I '0 18 ~ ~ 1 ;;: 'CJ I 1 1 1 1 n z I I I I I :r:--1 ~ ~ ~ ~ JO'l~ 6j SS[~~~~~ ~Y~E~ : =.-.-.-.-.-.-.oc.ocJ~t~:~~~:~~~-=;;-~~l;;-~~-=~S~~-~-1---~~ I ~ i h--~~-----'>-,_SSF T-=-5#v~E-T: ~J I I : I 1 I ~: I I 2 ' J __. rn I ~1 I "I I I I I I I I~ I I I I~ 3 I I I I "' 4 5 I I I @1 I I I I I I I 7 I I I I I I I I I I I I I I I I I I I I I I I I I ' . 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R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES I @I : 9 I I I : I I I I 11-'1---~1-----:-11 I I io I I I I I I I I I I I I I I I I I 1 l I I I I I I I I I l-'-1----,--1 --,-11 I I 12 I I I I I I I : I I I I I I I I I I I I 13 14 ' I I I I ' I I I I td l'l J> Al ~ [/) ' J> z Cl [/) _, I lni 29 I I :~ I~ I I I" i I I I I 30 I I I I I I i8 0 I I I I I I 31 I I • Ul I I 01 I I X:l ' e+-----+-------1H I fTl I I I I I I 32 I I_ I I~ e.1-----1--------l:Hlc I I I I I I I I~ I I 33 I I I I I I I I I I I I 34 I I I I I I I I I I I I 35 I I I I I I 15 MATCH LINE 'F' STA 4+75 CONTINUED FROM SHEET 17 CD. , TX, MPM DEVELOPMENT, LP THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE' 1 '= 60' 120' I OWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRISTI, NUECES CD. , TX STORM WATER POLLUTION PREVENTION PLAN N WEI SH PLOT SCALE: SCALE (H)' SCALE (V)' DATE PLOTTED 1" = 60' SAME COM. NO. PGD5 /lS SWPPP 08068 JOB NO. NONE 02/18/20 SHEET J...§_ OF 33 \ PORTION OF A 293. 041 ACRE TRACT, DOC, ND, 2019035726, D, R,, A PORTION OF SURVEY 135 ABSTRACT 581, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, CERTJFJCATE 33, SAJD SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CD, , TX, MPM DEVELOPMENT, LP I I I f-------------j I I I I I 1 ,0 0 I r-------t:Jk-----j I 1!-57 I I I~ I 1-----/7----1 I ~5 I I -~ -----J_ -----I I I I ______ L ____ _j PDRTJDN OF A 293, 041 ACRE TRACT, DOC. ND, 2019035726, D. R, , A PORTION OF SURVEY 135 ABSTRACT 581, CERTJFJCATE 29, SURVEY 137, ABSTRACT 579, CERTJF[CATE 31 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRJLLA [RRJGAT1DN COMPANY, NUECES I CD., TX, MPM DEVELOPMENT, LP I I I 1------1 ------1 I I I I ~0 I 1-----~-----I '-..., --1 I ~<l:i I I ----~£-----_J I ~~I I I L.c_ --1 I I I i---- 1 L ___ _ I _,I @) Ill! x- i ~I 16 1~ T r'll I ~+--tit_ '®'.\ie;_ -s'Lr-d-_ d- , ' I r-~ L----~~~--,--~/--,---/-/,--7,-,-,--~,,,-----,--/~/Y-//--,--/~/,--Y-/-/T;;;~f;,,,.--.,A, L~~SSF / / / / ' / , , ~·, 1 QARTH ST , / / / / / / / / / / / / / / ------1-----1 I VJ I It:; ti I 1------r~:J-----: I 9;1 '-..., --------2@---__ _J I 2E I I I ////~~I 54'RCP @JSSF --11-.----------+---,,---I ri~E~----=i: I r-+ H¥-YRAJE --I I I VJ,_ I I I I (:;/:.: I 1 I I <CJ I I l -I --';;::--I I I I ff~ I I 2 @\ l L-~---1 I 5: ~! I L.c_ --1 I I " ri i I I I 3 I l I ' I I I I ' I I ' I I I " Ul 4 5 I I I : I l I I I I l I l I : I : I : I~ I l I @ 7 I l I ._l,__ ___ --+'--+t1 I ' I I s I l I I I [ I l--l1'---------t1--+111 I I 9 I : I I I I : I ! I I I I I l I 10 I I [ I 1-11e----------' 1 ----n: I I 11 I l I I I l PDRTJDN OF A 293, 041 ACRE TRACT, I I I : DOC. ND, 20 1 9035726, D. R, , A PORT I ON OF SURVEY 135 ABSTRACT 58l, CERT1FrCATE 29, SURVEY 137, ABSTRACT 579, CERTJF[CATE 31 AND SURVEY 139, ABSTRACT 577, CERT IF I CATE 33, SA ID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, NUECES CO. ,TX, MPM DEVELOPMENT, LP I I 12 I I q I "!I I : I I I I I I I I I I I I I I I I I I I I I I I I I ' I :-J I I~ 13 14 15 16 17 18 I I I I I I I I I I I I I I I I I I I I I I I I I I I I l ______ _J I "' I I ~ I ~--------i I :~ I "'0 I I I I I I ><~ I r§; -----1 SS'DE 55'DE ~~ l--.±0~~1---='--""----i I I I " ~ I I I I 15 I I [ I I J__l ___ _j_ '"ii' I :lO';DE SS~ ft--I --'2'._DLJI - < D ' J> z _, ~ I/) I/) _, < D ' J> z _, ~ I/) (/) _, l 16 I I I ! 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" "' /'; := --j ,_ "'" " Do CD Zn r'l --j z :>-p ' r'l MATCH LINE nGu STA 4+75 CONTINUED FROM SHEET 17 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M, WELSH, P.E, NO, 36240 OF BASS AND WELSH ENGINEERING, F 52, IT IS NOT TO BE USED FDR CONSTRUCTION OR BIDDING PURPOSES, 0 30' 60' I•• I I SCALE• 1 '= 60' 120' I DWN. CHK. BASS & WELSH ENGINEERING TX SURVEY REG, NO 100027-00, TX ENGINEERING REG, NO, F-52, 3054 S, ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC I MPRDVEMENTS TD KI NG' S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD, , TX STORM WATER POLLUTION PREVENTION PLAN PLOT SCALE: -----SCALE (H)1 __l'C_N _y;Wu_EI SOtJH___ SCALE (V): DATE PLOTTED , .. = 60' SAME NONE 02/18/20 COM. NO. JOB NO. PGDB AS SWPPP 08068 SHEET 20 OF 33 ru (Y) co ~ I-- WO' wLn :r: + (/) ~ ru 2: <[ DI- D<: (/) U_ r:=1 w Wz ::::l ~ z_J ~ :r: 1-u zl- D<I: U:>: ru w ru .. STA 24, 84, 48 END BOX CULVERT, BEGIN TEMPORARY DITCH, FL 24. 64 STA 24+59. 48 END CS.G LT S. 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WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' 120' I•• I I I SCALE' 1 ·~ 60' -----L_ ____ -----1----- DWN. CHK. ---- 30 25 FL D!T( H 23, 37_/ 20 BASS & WELSH ENGINEERING ID >---< z z f'l 'I D (/)I -I I J>D :;::: -J>. ~ wz + C1 0 0 (/) :r: f'l f'l -I TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 " PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX DFFSITE DRAINAGE PLAN AND PROFILE PLOT SCALE: 1. =60' SCALE (H), SAME COM. NO. OS DR1 WEISt:J SCALE (V)' NONE JOB NO. 18068 DATE PLOTTED 02/18/20 SHEET _n_ OF ____;1l__ 1-w w :r: (/) 0 (/) 0 ::::J + D (Y) ~ .q- > <'.[ wl- 0:'. (/) [)_ ::>::w Dz O:'. ~ LL _J l=1 :r: WU ::::J 1-z <'.[ ::::J ::>:: 1-z D LJ 43+00 35 I REMA[NDER OF 136. 31 AC. TRACT, : DOC. ND. 2016041530, D.R. ----------------------~----------------,---------------~--~ ---------------------------~---------------~----------------f--------I /I'' I / I --------~---------------~-----l /I'' l /I' I / I ' \ / I I /"-1, /' I /I'-/ /I, I /I' I /I'-I / , I /I I /I'-I / , I /I' /I'-I /I I /I' I /I'-I / ' I / I ' I / I / ' I /I ' I / I ' I / I ' / I I / I ' / , / I ' / ' I / I / I ' I / I ' I / I ' I / I ' I / I , I / I ', I // I ' I // I ', I / I ', I // I ' I // I '-I / I ', I / I ' I // I ' ~-1-~ / I ' I / I ' I / I ' ~ _1_ ~ / I '' ~ _1_ ~ / I ' ,,-' / I ' ~-'-~ / I ', ~--~, // I ' "' ', / I ,/"' ',/ I /'/ "< I ' ,/ "' '-I '/ ,/ / ' I ',/"' '-/ I '/ < / "-I \ I \ I / '-I // \ I I \ I / \ I I \ _J / \ I I \ _l__ ( \ _____ _)_______ / \ -------t-------~ ~-------I I I ____ -l-______ I ~------I --------\ r---I ---{ f-I \ I I ---1 r----I ---{ I I I I I I I I \ I I \ I I \ I I \ I I \ I I ' I I \ /I : \\ I I \" /I : \" / 1 I "\ 1/ : '\I ( __________ __!__ _ ________ ') ( _ ---------~------------_) (_ ___________ \___ --------1 !------------+----------1 ! ------------~ -------! I I I I I I I I I I I I I I I I I I I I I I I I 'l I I I 'l I I I I I I I I I I I I c:: I I I c:: I I I I I I I I I I I 1 _, 1 I 1---11 I I I I I 'l I I c:: I c:: I I I I I I I I I c I I I ;;o I _____________ l _____________ -1 Al i--------------i I 'l I I I ~ I _____________ ! _____________ -! ___, 1-------------1-------------1 l'l I I l'l I I ------1 ~ r-------------:-------------1 ~ i 1 1 : ~ : : : ~ : : i ~ : : l;;ol I I~: I l--11 I 1 -< I I 1' I I I l'l I I I I I -< I I I z I I I -< I I I ~ I I : ~ : : I ~ I _____________ ! _____________ ~ Vl ~-------------:-------------1 ~ 1------------1 ------~ ~ ~-------------:-------------1 ~ 1-------------1-------------1 F i : I ---1 I I : : : I L I I I p I I I Vl I I I I I I I I I S1 I I I ' I I I ---1 I I I I I I I I I I I I C/l I I I I I I I I I I I I ~ I I : ---1 : : I I _____________ I _____________ ~ ~ _________ ----:--------------i 1------------1 I ~-------------1 _____________ 1 i-------------1--------------i I I I I I I I I n ------1 I : I I I : : : I I I : : : o I I I I I I I I I I I I I I I ~:>: : : : : : : I I : l l : ) l I n D Al t::J > > > > > > > > > )>-----Z-----<~c::==o=- ------------- 6 7 MELVIN ESTATES UNIT 1, V. 68, P. 44, 45 • 46, M. R. 0 30' 60' z J> I I I I I I ) l I / ' __ ! ____________ / , ___________ / ~riit~~~~~::::-~/~~~~';,~-:;~~;;..=~~~~~1 ~-:;_~~~~~~~/~~~--'~,~-~~;:_~~~~~=l~~~=-=~~-~-~-~-~/~----o;;--~-'~~---~--~---~--~---~--~---;;:-~-~-~-;--,---~-~~~--==='='===,-===--=-=,==-=,-==-,===-,=-==,===='='===,:::='='===,===='='==:,:::='='===-===:':'~:,~::'~'~:'::: ~~STA 57+83.39 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ,,,,,,,,,,,,,,,,,,,,,, .- '1 I ' ' ' ' ' ' ' ' ' ' ·-I ~ +----+ I > ' UI I•• I I SCALE' 1 '= 60' 120' I ~ r---1 , , ·~ PC STA 57+40. 43, FL 22, 36 ' , co :>: ~ ~ I . . I RON THRONE DR. ( F~T~R~) ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' rt~ ' ..,, ""--FL DITCH 23. 37 _ , , , , , , , , , , ' ' ' ' ' ' ' ..;,. . ;;;;;: ' ' ' ~(/) ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' / " . ~ I " ' I " Y1 ' '.2:;;; >---------, ,------------i------------" (----------: "1 ( 1 I [ 11 : i : f1, ' ~-!>. I I I I I I I I II I I I I I I.,, I c'f I I I I I I I I I I I I I I~!'-' (/) 0 (/) 0 I l'l l'l --1 I I 1 I I : I I I I 'l I 1 :;:r- ' I 1 I S I I w _________ J ~ L------------1 D l'- 1 l'l I I I I I I ~ I I I ,--I I I ,--I I -< I I I VJ L-------------1 ---NG ------------ I ' ' ' I ' T I ' 8 TIARA LN C EXISTING) THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. --------! ___, I I I I I I I I -------F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 44+00 45+00 46+00 47+00 48+00 49+00 50+00 EXCAVATE THIS AREA FL SEE PLAN • PRDF[LE-.., b=l 2' , S= 0. 071: 2 TYPICAL TEMPORARY DITCH SECTION FDR DITCHCES) THIS SHEET CSTA 43+00 TD STA 62+25) NTS 51+00 52+00 53+00 54+00 55+00 ' I I I I I I I I I i' + ' I L----------------------1 I I I 1 I I I I I 1 I I I I -< ' I L------------~1 -------1 I I I I I '-,g "' i'-ru l ' 56+00 D I I I i'~.I ' 57+00 ' MATCH LINE STA 62+25 CDNTUNUED ON FOLLOWING SHEET 58+00 59+00 DWN. CHK. PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST I, NUECES CD. , TX DFFSITE DRAINAGE PLAN AND PROFILE N WEI SH 60+00 PLOT SCALE: SCALE (H)' SCALE M' DATE PLOTTED 1 r =60' SA~E NONE 02118/20 61+00 COM. NO. JOB NO. OS DR2 18068 SHEET 22 OF ____JL 62+00 n D z --1 35 :s: c ~ DZ ------------------------------------------------------------1-------_N~ --r----------r---------_.__ -----------------------g ~ --------------------------i-~G __ 301------+------l----+-----f---+----+---+----+---+----+---+----+---+----+---+-----+---l------+------11------+-----f---+----+---+----+---+------=t==-==-=~'!=-=~~~~~-+-~~dc----+---_~~+--~=-=-+--===-==-=\=-'~~-+--~~~-~-±c=-='-30 r-o --f- 25t-----+-----+------t----+-----+------+---+----+----+---+----+----+---+-----+----+---t-----+-----+------tt-----+-----+------t---+----+------+---+----+----+---+-----+----+---t-----+-----+----t-----+-----+------t---<25 "'-FL Din H 23. 37 FL PROPOSED TEMPOF ARY DI CH @ I 07% L PROPOSED T :MPORAF Y DITCH @ 0. ( 7% PROFILE -DFFSITE TEMPORARY DRAINAGE CHANNEL ~z z l'l 'l D (/)' ---1 ' DD :;:::: O'~ ruz + Cl ru Ul (/) I 'l 'l --1 I I I _J I I I ----1 I I I _ _j I I I _ _J I I- w w :r: (/) Ln (/) ru ::::J + Dru ~UJ ><[ WI- (}:'. (/) ()__ L.: w Dz (}:'. ~ Le_ _J r=i :r: WU ::::J I- z <[ ::::J L.: I-z D u 'I c -I c Al 'I -I c I I -< 35 30 (/) -I -- 25 CDNTUNUED FROM PREVIOUS SHEET MATCH LINE STA 62+25 ® MELVCN ESTATES UNIT 68, P. 44, 45 &. 46, I LJ V. ''I· R. TRACT 55 > > > > > > >> ))>------z----<===~ ------1 I I I I : I r------1 I I I I L ______ I I I I I I STA 64+02121 PC, FL 21, 67 I I -I -----1 I I I I I I ,-----1 I I I I L ______ I I "' w + D 10 'I c -I c Al l'l n ]> (/) -I I l'l td I ]> n 7' Al t::J " ,. + D 63+00 64+00 -----1------NG -----,__ - 2 WM. ROBERTSON FARM TRACTS, V. 3, P. 31, 3 M. R., WES BEVLY, I I I, ET AL, DOC. ND. FL 22, 02 2005045722, 0. R. , BALANCE OF 185 AC TRACT 4 I I I I I I I I I I I I I I I I I 1 I 1 1 I I I I I I I I I I I I I I STA 176+80 BEG[N TEMPORAR~Y 4• I 1, I I I TH1QK RIC CHANNEL LINI G, I I I I I I I I b=6'1, 2, 1 SIDES, TD A L VEL I I TRACT 48 WM. ROBERTSON FARM TRACTS, V. 3, P. 31, M. R., WES BEVLY, IC[, ET AL, DOC. ND. 2005045722, D. R., BALANCE OF 185 AC TRACT I I I I I I 5' ABOVE FL DITCH AND I I I I I I I I I 1' A*OVE TOP OF BOX CULV[RT I I I I I I I I I )~-....._; j FLODDWAY/DRAINAGE EASEMENT I I I I I I I I I I I I I I I i ~,,/ " ~ ~ ~ ~ \ l L _J J__ J_ _l L J_ L _l ____ l ____ l ____ L ___ --~ \ j__ J_ __ ---___ --------------STA77+00BEGINPRDP6'X ~ --------STA 76+50, 43 B' R/C BOX CULVERT, FL 15. 5 64 +45 .18 _ u u E s1 RIENNE c; 3 +00 + + ,~-l \ + + + + ~~i"":-" -......... Jo, \ 1---1-~'-/---......__/)< \ 65+00 PROP, 6' X 8' R/C BOX CUL VERT §I 4, 12% l-----i-----1 1-----:-----1 I " --- I : : ~ I I I ~ I 1 1 ~ --\ -,.,, ~ ~------: -----: ~ ~------: -----~ ~ : : : \ \ ,---------1 ST f 64+88, 15 PC, FL 21, 50 I 1-----1-----1 I I I -~ I I l ______ --j I I I -ci c -I c:: Al l'l t::J D z t::J D Al Al D z (/) -I I I I 1------+------1 I I I 65+00 66+00 67+00 68+00 -----f----------f-------------------------- 'I c -I c Al l'l ::;;: I I (/) I I Pi I I I \ \ i ~ l_I ---t---1----1~----1 7 -~ D Al ::;;: D z -I (/) -I NG 69+00 I---------- 70+00 71+00 ------------------ J:! ~ I I II \ (/) -I --- 72+00 ----1----- 73+00 ----~ 74+00 ~ ]> z 'I (/) -I -- 75+00 STA 7 THlCK lo=6', ABOVE OF BO APPROX. -----r----- 2: 1 SIDE SLOPES ALL AROUND ALL CONCRETE 4" THICK REINFORCED WITH #3 BARS AT 18" OCEW THROUGHOUT FL -SEE PLAN TYPICAL R/C LINED CHANNEL SECTION BEGINNING STA 76+80 AND ENDING STA 77+16 NTS 76+00 77+00 78+00 +BO BEGIN EMPORARY 4 R/C CHANN L UNJNG, 21 1 SIDES, TD A LEVEL 5' FL DJTCH A JD l' ABOVE DP CULVERT. L DITCH 19. 12~ FlLL LINE - ~ 79+00 30• 80+00 -----• FL p OPDSEI TEMPO ~ARY D TCH §I 0, 2% --------NG ---- WATER SURFACE ON DAY SURVEYED <EL 0, 9' +/-) SOUTH BANK OF OSO CREEK 81+00 82+00 35 30 25 I· ---.....,~ "-_FL DITCH 22. O~ • I ~ !'--. 20 20 15 10 5 0 ---N~--------------- EXCAVATE THIS AREA FL SEE PLAN ~ PRDFJLE b=6' , S= 0. 2%' 2 TYPICAL TEMPORARY DITCH SECTION FDR DI TCHC ES) TH IS SHEET CST A 62+25 TD STA 76+8J) NTS FL PR PROFILE -OFFSITE TEMPORARY DRAINAGE CHANNEL POSED TEMPDR 1RY DI CH @ 0 2% IL DlTCH 19. v f'..._ TA 77+00 BE ' RIC BOX Cl ~ PROPOSED 6' X B' BOX I CULVERT '-" v "' ~ PRDVJDE 7 EACH 1' DIAMETER VERTJCAL STEEL REBARS AT 4' CLEAR OF INFLOW END OF CULVERT. GROUT IN PLACE, 12' DC PRDVJDE 1 EACH 1' DIAMETER HDRJZDNTAL STEEL REBAR AT NORTH FACE OF VERTl CAL REBARS, GROUT 1 N PLACE. NOTE: USE THIS DETAIL AT DRAINAGE FLOW ENTRY INTO 6' X 8' BOX CULVERT AT OFFSlTE DRAlNAGE STATlDN 77+00 CTHlS SHEET), DETAIL -REBAR INSTALLATION AT DRAINAGE ENTRY INTO PROPOSED 6' X 8' BOX CULVERT NTS GJN PROP 6' LVERT, FL 1 .. I ~ ~ ", ~ ' ,,,C' ..... 12/\t ~ , I ~', ~\ . ~"<Op ~ ~.5/ ~ ~ U( vc D, ,\" e, R1 @ ~ 1, , ~ ~ TA 76+80 BE Gl N TEMPDRI RY 4' HICK R/C C HANNEL LINI NG, ==6', 21 1 S' DES, TD A L EVEL ' ABOVE FL! OF TEMPDRI RY lTCH AND BC X CULVERT THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORl1Y OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. 0 30' 60' I•• I I SCALE' 1·= 60' 120' I DWN. CHK. ' ' ~ ', ~ 15 )/(' • .au,\" ~ ~ 10 ~ \ \ ....._ ~ \ ~ \ \ I / ' STA 80+40 FL 1. 5 _/ ,/ < 45~ BEND), WATER SUR DAY SURVE STA 80+77. 44 END BOX CULVERT, FL 0. 90 BASS & WELSH ENGINEERING 5 0 FACE ON YED, 0. 9 TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CORPUS CHRIST I, NUECES CO, , TX DFFSITE DRAINAGE PLAN AND PROFILE PLOT SCALE: 1 • =60' SCALE (H): ~SA~ME __ SCALE (V): ~NO~NE __ DATE PLOTTED 02/18/20 COM. NO. OS DR2 JOB NO. 18068 SHEET __lJ_ OF ____JL N WEI SH ””” u (Ty pl • ~ Fz'~' ~ -ii. -o_ ~ " ~ s r Per-missible Const Jt (Ty pl 2" <Typ l --o_ ro " ~ ~ 6" <Typ l TYPICAL SECTION 3" Chamfer- (See GENERAL NOTES} --~'I u ' ' u - - Fz Const Jt (Ty pl SECTION THAU CURB Gr-ode S I ope l Bors K -- Length of Box 1 '-011f4' \.21 Ba~s B -Top & Bottom SI ab ..--BOIS c -Top Slab Bars D -Bottom Slab I '-0" GJ BOIS Fz- lttt:-tt-+-ttH-tt-+-rH+-+-tt-++-TI ,ft-lt-t-tt-t-tt--+H--tHHtHI-,~ -. ft--ll-+-lf--1-+t-+++--t+--tt-llt--++ - llt-11 r 11-1 u1111 t 1r 111 1-1 - 301s F 1 -Top Slab Only-J PLAN OF REINF STEEL "Y" ~[L (J) ---x n x -' 0 I. I -2 -~ "Y" BARS c BARS D ' 9" ' 6" 3" n G:_ BARS K -•4 <Spa ' 1 ' -0" Moxl (Length ' 4'-3") CD O" min to 5' -0" max. Estimcited curb heights are shown elsewhere in the plans. For structures with pe,jest1ian 1ai I, bicycle 1ai I 01 curbs tal lei than 1' -0", 1efe1 to ECO standard. For structures with T6 bridge 1oi I, 1efe1 to T6-Cf~ standard. For structures with traffic 1ai I, other than T6, 1efe1 to RAC standard. @For vehicle safety, the fol lowing 1equi1ements must be met: -For structures without bridge 1ai I, curbs shol I project no mor-e than 3" above finished gr-ode. -For-str-uctur-es with br-i dge r-o i I , curbs sha I I be f I ush with finished gr-ode. Cur-b heights shal I be reduced, if necessary, to meet the above r-equir-ements. No changes wi 11 be made in quantities and no odd it i ona I compensation w i I I be a I I owed for-this wor-k. @)For-curbs less than 1' -0" high, ti It bor-s Kor-reduce bar- height os necessary to mo into in cover-. For-curbs I ess than 3" high, bor-s K may be omitted. @1'-0" typical. 2'-0" when RAC standard is r-efer-r-ed to elsewhere in the plans. Deformed welded wire r-einfor-cement (WWRl meeting the requirements of ASTM A1064 may be used to replace conventional r-einfor-cement shown at the Contractor's option. The area of r-equ ired re i nfor-cement may be reduced by the r-otio of 60 ksi I 70 ksi. Spacing of WWR is I imited to 4" Min and 18" Mox. When required, provide lap splices in the WWR of the same length required for-the equivalent bar-size, rounded up for- wir-e sizes between conventional bar-sizes. Example Conversion: Replacement of No. 6 Gr-60 at 6" Spacing with WWR. WWR required= (0.44 sq in/ 0.5') x (60 ksi/70 ksil = 0. 754 sq in/ft. If D30.6 wir-e is used to meet the 0. 754 sq in/ft requirement in this example, the required spacing = CO. 306 sq in/ 0. 754 sq in/ftl x 12 in/ft = 4. 87" Max spacing. Required lop length for-the provided D30.6 wir-e is 2' -2" (Lop required for-uncoated No. 5 bor-s, as shown in Item 440). GENERAL NOTES: Designed accor-ding to AASHTO LRFD Specifications. Designed to the maxi mum f i I I height shoNn. A I I r-e i nfor-c i ng stee I sha I I be Gr-ode 60. A I I concr-ete sha I I ::ie C I ass 11 C 11 with these exceptions: use Class 11 S 11 for-top slabs :::if culver-ts with over-lay, with 1-to-2 cour-se sur-face tr-eatment, 01 with the top slab as the final r-iding sur-face. C I ass 11 C 11 caner-etc sha I I have a mini mum compr-css i vc str-ength of 3, 600 psi. Class 11 S 11 concr-ete shal I have a minimum compr-essive str-ength of 4,000 psi. The use of per-manent for-ms is not a I I owed. The bottom edge of the top s I ab sha I I be chamfer-ed 3' at the entr-ance. Relnfor-cing bar-s shal I be adjusted to p~ovide a minimum of 1 1/4 11 clear-cover-. Constr-uction joints shown at the flow I ine may be r-aised a maximum of 6 11 at the Contr-actor-'s option. If this option is used, Bar-s E may be cut off 01 r-aised, and Bar-s C and D may be r-ever-sed. See standar-d SCC-MD for-skewed ends, angle sections and I cngthcn i ng dcta i Is. HL 93 LOAD I NG SHEET 1 OF 2 ......... =.. I 111xas Depal'tment of »ansportatlan Sfandanl SINGLE BOX CULVERTS CAST-IN-PLACE O' TO 30' FILL SCC-5 & 6 Fll.E: scc56ste.dgn DN: GAF cc: LJtW IDw:BWH/TxDCTlcc: GAF ©rxDOT February 2010 CQliT SECT HIGHWAY REVISIDNS 10-12: AOded WWR COUliTY SHEET Nil. ASS AND WELSH ENGINEERING TX REGISTRATION NO. F-52, 3054 S. ALAMEDA STREET CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT I CORPUS CHRISTI, NUECES CO., TX TXDOT SINGLE BOX CULVERTS CAST -IN PLACE SCC-5 & 6 1" ~ 60" BOK CULV DET PLOT SCALE: TXDOT 5-6" CIP ~" AS SHOWN COM. ~o. SCALE (H): 18068 SCALE (V): AS SHOWN "'' '' CHK. N_ WELSH DATE PLOTTED 02/18/20 SHEET 25 Oc " u 0 (Ty pl s Permissible Const Jt u (Typ) F2 J\ ,--E 2" <Typ l 6" ~~-ti'll,,--c <Typ l I rt• i:=• ~F 2 I , E~, j '~ Const Jt (Ty pl TYPICAL SECTION I -0 ©.I · 3" Chamfer (See GENERAL NOTES} ? SECTION THRU CURB Grode S I ope l Bors K -- Length of Box 1 ' -0 "@ Ba1s B -Top & Bottom SI ab - -Bars C -Top SI ab Bars D -Bottom Slab I '-0" @ Bors Fz- 1-c -----c-c -------------1----"!<---+- ~++-ll+Hl-++t-tt-+-*+-H--t\ 1 \t-tt+ititit-tttiHtiHtil--ttl H-~ ~.ff-+-11+-H--+++-++-+-ll-Hl--H \ ft-11-H-til--ttt-fHHtHt-j!I r llt-11t 11-1n1111t1r 11t 11 ---- Bars F 1 -Top Slab Only-J PLAN OF REINF STEEL "Y" ' 9" ' 6" ~[L (J) 3" , , -4 x ~ x , ' 0 I. I , 2 G:_ -~ "Y" BARS c BARS D BARS K , •4 <Spa = 1 • -a " Moxl (Length " 4'-3") CD O" min to 5' -0" max. Estimated curb heights ore shown elsewhere in the plans. For structures with pedestrian roi I, bicycle roi I or curbs to I I er than 1' -0", refer to ECO standard. For structures with T6 bridge roi I, refer to T6-CM standard. For structures with traffic roi I, other than T6, refer to RAC standard. @For vehicle safety, the fol lowing requirements must be met: -For structures without bridge roi I, curbs shol I project no more than 3" above finished grade. -For structures with bridge roi I, curbs shol I be flush with finished grade. Curb heights shol I be reduced, if necessary, to meet the above requirements. No changes wi 11 be mode in quantities and no odd it i ono I compensot ion w i I I be a I I owed for th i s work. @)For curbs less than 1' -0" high, ti It bars Kor reduce bar height as necessary to mo into in cover. For curbs I ess than 3" high, bars K may be omitted. @1'-0" typical. 2'-0" when RAC standard is referred to elsewhere in the plans. Deformed welded wire reinforcement (WWRl meeting the requirements of ASTM A1064 may be used to replace conventional reinforcement shown at the Contractor's option. The area of required reinforcement may be reduced by the ratio of 60 ksi I 70 ksi. Spacing of WWR is I imited to 4" Min and 18" Mox. When required, provide lop splices in the WWR of the some length required for the equivalent bar size, rounded up for wire sizes between conventional bar sizes. Example Conversion: Replacement of No. 6 Gr 60 at 6" Spacing with WWR. WWR required= (0.44 sq in/ 0.5') x (60 ksi/70 ksil = 0. 754 sq in/ft. If 030.6 wire is used to meet the 0. 754 sq in/ft requirement in this example, the required spacing = CO. 306 sq in/ 0. 754 sq in/ftl x 12 in/ft = 4. 87" Mox spacing. Required lop length for the provided 030.6 wire is 2' -2" (Lop required for uncoated No. 5 bars, as shown in Item 440). GENERAL NOTES: Designed according to AASHTO LRFD Specifications. Designed to the maxi mum f i I I height shown. A I I reinforcing stee I sho I I be Grode 60. A I I conc1ete sha I I be C I ass 11 C 11 with these except i ans: use C I ass 11 S 11 fol top s I abs of cu I ve1ts with over-lay, with 1-to-2 cou1se su1face t1eatment, 01 with the top slab as the final 1iding su1face. C I ass 11 C 11 conc1ete sha I I have a mini mum comp1ess i ve st1ength of 3, 600 psi. Class 11 S 11 conc1ete shal I have a minimum comp1essive st1ength of 4,000 psi. The use of permanent for-ms is not a I I owed. The bottom edge of the top s I ab sha I I be chamfe1ed 3 11 at the entrance. Reinfo1cing bo1s shal I be adjusted to p1ovide a mini mum of 1 1 /4 " c I ear-cover-. Const1uction joints shown at the flow I ine may be 1aised a maximum of 6 11 at the Cont1acto1 1 s option. If this option is used, Bois E may be cut off 01 1aised, and Bois C and 0 may be 1eve1sed. See standa1d SCC-MD fol skewed ends, angle sections and I engthen i ng deta i Is. HL93 LOADING SHEET l OF 2 .......... =.. I 111ras Department of »ansportatlan Sfandanl SINGLE BOX CULVERTS CAST-IN-PLACE O' TO 30' FILL SCC-8 Fll.E: sccfJBste.dgn DN: GAF cc: LJtW low:BWHJTxDOTlcK: GAF ©TxDOT February 2010 CQliT SECT HIGHWAY REVIS/DRS 10-12: AOded WWR COUliTY SHEE'T Nil. ASS AND WELSH ENGINEERING TX REGISTRATION NO. F-52, 3054 S. ALA.MEDA STREET CORPUS CHRISTI, TEXAS 78404 DWN. CHK. PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., TX TXDOT SINGLE BOX CULVERTS CAST-IN PLACE SCC-8 1" = oo' BOX CULV DEr PLOT SCALE: TXDOT B" CIP AS SHOWN COM. ~o. SCALE (H): "'' ~o. 18068 SCALE (V): AS SHOWN N. WELSH DATE PLOTTED 02/18/20 SHEET 2]__ OF " L 0 -0 j u • c • 2" CTypl • s u BOIS Fz ~ Eq Spa (Typ) ,---M (Typ) I ' 2" ( Typ l 6" ~+----+----te ' ~ ·' '\.._E ' ' ' E D TYPICAL SECTION a_I® ~ >-> = x (Roadway --=> I ~ ~ o CD ~-;-,-+--T - K-- H 3" Chamfer <See GENERAL ~,.Wlf ~ g ' w -~ NOT ES l ------'L-,:1'----S'-'--~ SECTION THRU CURB ' Gr-ode S I ope l x Length of Box ,---,-Bars F2 (Top & Bottl ' -1------- I '-0" @ Bors D-~#=FicFo#=ofi=ci-J~lFo#clt-ttl Bal s B I -ti'ictt#'o#± r ; . ' BOIS H <Topl ltt-tt-1-H-tt--tt---lf-tittttl BOIS E--H'f='1=f't'f'ft-'lt=>~'-#cf!fftt1 l ~r---_t;8ars Z / c ' ' ; ,_ ( Bott om ) -+1-+11-1-1-1-1 j __ ---~-~.-----~~ --------r i---i---i--- -I ++-_+H_++ --_-++-, _-11-j[F-clf-_+l'-f+N, _ _ - ' I '-Bors F:;> ) ' . ,---Bois F2 VJ i--------,,,,,--------i----- l ~r---j __ --- ' I - - -I-------- - I ' . ~~-Bors E = I (Topl , Bors B t[t;j:j"IJ;;tt'!;l:;t~~tJ:t = I ( Bott om l I Bors c --- ' ' Bars D ~;__,,~ BOIS Fz I '--Bars F1 <Bottom) 6' -1 " I BARS C BOTTOM SLAB TOP SLAB ~[L I . 6' I I BARS D PART PLANS H Bar Dimensions "X" "Y" 4'-0" 4 1 -6 11 2'-3" 5'-0" 5'-6" 2'-3" 6 1 -0" 6 1 -6" 2' -3" 7'-0" 7'-6" 2'-3" 8'-0" 8 1 -6 11 2 1 -8 11 -- x -3" H :[LJ BARS Z BARS Y ' 9" ' 6" BARS K -•4 CSpa = 1 '-0" Moxl (Length= 4'-3"l CD O" min to 5' -0" max. Estimated curb heights are shown elsewhere in the plans. For structures with pedestrian rai I, bicycle rai I or curbs taller than 1' -0", refer to ECO standard. For structures with T6 bridge roi I, refer to T6-CM standard. For structures with traffic rai I, other than T6, refer to RAC standard. For vehicle safety, -the fol lowing requirements must be met: -For structures without bridge rai I, curbs shol I project no more than 3" above finished grade. -For structures with bridge roi I, curbs shal I be flush with finished grade. Curb heights shal I be reduced, if necessary, to meet the above requirements. No changes wi 11 be made in quantities and no odd it i ona I compensation w i I I be a I I owed for this work. For curbs less than 1' -0" high, ti It bars Kor reduce bar height as necessary to mo into in cover. For curbs I ess than 3" high, bars K may be omitted. @1'-0" typical. 2'-0" when RAC standard is referred to elsewhere in the plans. Deformed welded wire reinforcement (WWRl meeting the requirements of ASTM A1064 may be used to replace conventional reinforcement shown at the Contractor's option. The area of required reinforcement may be reduced by the ratio of 60 ksi I 70 ksi. Spacing of WWR is I imited to 4" Min and 18" Mox. When required, provide lap splices in the WWR of the same length required for the equivalent bar size, rounded up for wire sizes between conventional bar sizes . Example Conversion: ReplocemenT of No. 6 Gr 60 at 6" Spacing with WWR. WWR required= (0.44 sq in/ 0.5'l x C60 ksi/70 ksil = 0. 754 sq in/ft. If 030.6 wire is used to meet The 0. 754 sq in/ft requirement in this example, the required spacing = CO. 306 sq in/ 0. 754 sq in/ft) x 12 in/ft = 4. 87" Max spacing. Required lop length for the provided 030.6 wire is 2' -2" Clop required for uncoated No. 5 bars, as shown in Item 440). GENERAL NOTES: Designed according to AASHTO LRFD Specifications. Designed to the maxi mum f i I I height shown. A I I reinforcing stee I sho I I be Grade 60. A I I concrete sha I I be C I ass "C" with these exceptions: use Class "S" for top slabs of culverts with overlay, with 1-to-2 course surface treatment, or with the top slob as the final riding surface. C I ass "C" concrete sha I I hove o mini mum compressive strength of 3, 600 psi. Class "S" concrete shol I have o minimum compressive strength of 4,000 psi. The use of permanent forms is not o I I owed. The bottom edge of the top s I ob sho I I be chamfered 3" at the entrance. Reinforcing bars shal I be adjusted to provide a mini mum of 1 1/4 " c I ear cover. Construction joints shown at the flow I ine may be raised a maximum of 6" at the Contractor's option. If this option is used, Bars M may be cut off or raised, Bars C and D may be reversed, and Bars Y and Z may be reversed. See standard MC-MD for skewed ends, angle sections and I engthen i ng deta i Is. HL 93 LOAD I NG SHEET J OF 2 ......... =.. I 111ras Department of »ansportatlan Sfandanl MULTIPLE BOX CULVERTS CAST-IN-PLACE 8'-0" SPAN O' TO 13' FILL MC-8-13 F11.E: mcBI3ste.rJgn DN: GAF cc: LJtW lmr:BWH/TxDOTlcK: GAF ©rxDOT February 2010 HIGHWAY llEVISIDNS 10-12: AOded WWR COUlil'Y SHEE'T Nil. e-----------------------------------------------------------------------------------------------------------+----~BASS AND WELSH ENGINEERING DWN. CHK. TX REGISTRATION NO. F-52, 3054 S. ALA.MEDA STREET CORPUS CHRISTI, TEXAS 78404 N. WELSH PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., TX TXDOT MULTIPLE BOX CULVERTS, CAST -IN PLACE, MC-8-13 PLOT SCALE: SCALE (H): SCALE (V): 1" = 60' AS SHOWN COM. NO. JOB NO. BOX CULV DEr TXDOT MC-8-13 18068 DATE PLOTTED AS SHOWN 02/18/20 SHEET 29 OF JJ TABLE OF DIMENSIONS & REINFORCING STEEL <Winos for One Structure Endl Dimensions Variable Reinforcing Estimated@ Quantities per ft Estimated Quantities per ft of Toewa I I <1-Toewol I l TABLE OF WINGWALL REINFORCING <2,Wings> Boe Size No, 5po DI •6 1 I -0 II •6 1 ' -0 " 90' WING DIMENSION CALCULATIONS: Hw Lw For-mu las: <Al I values are in Feet) =H+T+C = (HW) (SL) : Cosine -e-for Ty PW-1 = <Hw -1' l <SLl +Cosine -e-for Ty PW-2 and Hw '.:".: 4' (i) 0 0 Skew Ang I e = 0° At di schorge end, chamfer may be :Y4 ". Maximum Wingwol I Height Hw Bors J1 Bors JZ 0 N of wing (2-Wingsl •4 1 ' -0 " less Skew Angle = <Hw -O. 5' l <SLl +Cosine -e-for Ty PW-2 and Hw < 4' Foe Foe Foe 1 5" 30' 45' Skew -1 " Skew -2" Skew -3" -~ ~· o• ·~ w x y z 2' -6" 2'-10" 10" 1'-O" 2' -9" 2'-10" 10" 1'-O" 3' -0" 2'-10" 10" 1'-O" 3' -3" 2'-10" 10" 1'-O" 3' -6 II 2'-10 11 10 11 1'-0 11 4'-0" 3'-2" 1'-2" 1'-O" 4'-6" 3'-2" 1'-2" 1'-O" 0 N Spa Spa 7" #4 1'-0" +l='1 1'-0" 7" #4 1'-0" #LI 1'-0" 7" #4 1'-0" +>4 1'-0" 7" #4 1'-0" +>4 1'-0" 7 11 it4 1'-0 11 #4 1'-0 11 Re inf (Lb/Ftl 48.64 49. 31 49.98 53.32 53,98 Cone Rei nf Cone (CY/Ftl (Lb/Ftl <CY/Ftl 0.406 6.85 0. 071 0.424 6.85 0. 071 0.444 6.85 0. 071 0.462 6.85 o. or 1 0,480 6,85 0, 071 7'' #4 1'-0'' #4 1'-0'' 55.77 0.532 6.85 0.071 7" #4 1'-0" #4 1'-0" 59.11 0.568 6.85 0.011 ~s "'"'". 5'-0" 3'-9" 1'-7" 1'-2" 7" #4 1'-0" #LI 1'-0" 63.45 0.632 6.96 0.075 0 ~·.-~~~--t-~-~~~~~~-~cr---~t--~~~cct~+~~cT~~~--t-~~~t-~~~~~~i ~:: ~ ,_~5~'~--6~'~' __,_3~' --~9~"r-c1 ~'_-~7~"+c1~'_-_2~'_,' --~7~"r-•~4+1~'_-~o~"+-•~4+1~'~--o~" ,_~6~7_, ~4~6__,_~o_,~6~6~8c+~6~,_9~6~_o~, ~0~7~51 ~ ~ ~ ,_~6_'_-~0_"-+~4_' _-_4~" ~2~'_-_0~'-+' _1~'_-_4~"+--~7_"+-•~5+-1 _' _-O~" f-•-5~1~'_-~0~'_,' ~8~0~,~6~7-+~0~, ~7~3~0+-_7~,~0~7-+_0~,~0~7~8-l ~~E 6'-6" 4'-4" 2'-0" 1'-4" 7" :1+5 1'-0" +1=5 1'-0" 85.05 0. 768 7.07 0.078 ~?1--~~~--t-~-=r-c~~~~-~cr---=t--~~~cct~+~~cT~~~--t-~~~t-~~~~~~i -~.;:: 7'-0" 5'-O" 2'-3" 1'-9" 8" #5 1'-0" #5 1'-0" 92.15 0.864 8.07 0.093 ~"'-1--~~~-+~-~1--~--+~---+---~+---i~--+--+~--+----+---+----+---i ~ RE ,__7_'_-_6~'-' -+5~' --~O_"c-=2_'_-~3_"+-1_'_-~9~'_,' --~8_"+-•~5-+-1_'_-~0_"+-•~5+1_'_-_0~" ,_~9~6~, ~5_4-+~0~,~9~0~2~~8~,_0~7-+_0~, ~0~9~3. ~:n"5 8'-0" 5'-6" 2'-8" 1'-10" 8" #5 6" +>5 6" 139.04 0.962 8.13 0.095 ~ ~ ~ .-~s~'~-~6~'~' --t-5~' -_ ~6~" r-c,~, --~s~"+c1~,---1~0~,-i, --~s~"r--•~5-+--~6~"+-•~5+--6=" <c-1 ~4~4-, ~4~7--t-~1-,~o~o~oc+~s~,-1~3~-o~, ~o~9~51 ct~ :n :==9='=-=6='=' =:6==, =-==0="::2='=-=1=0=":=2='=-==2=':' =====g==,:=•=5:====6=":=•=5=:===6==,:=1 =5=6=, =9=3=:=1=,=1=3=5====8=,=4=1=:=0==, =1 =1 =o: gi~~ 10'-6" 6'-5" 3'-O" 2'-5" 9" #6 6" #5 6" 196.27 1.234 8.57 0.117 ·-~E~~~~--t-~-=C-c~~~~-~-t--~=t--~-~cct~+-~cT~~~--t-~~~t-~~~~~=i ~111111 11'-6" 7'-2" 3'-6" 2'-8" 11" #6 6" #6 6" 230.13 1.438 9.52 0.140 ~~~~~~~-+~-=r-c~~-+~~~-t-~-=+-~-~-+~+-~cT=~~-+~~~r-~~-+~~~1 ·i5,1-0 12'-6" 7'-8" 3'-9" 2'-11" 1'-O" #7 6" +>6 6" 283.41 1.592 9.74 0.157 ~g~ 1---1-3~' --6~'~' -+-8~,-_-2cl" -4~,---0~"+--3~' --2~"+-1~' ---2-,cl, -,-8-+--6-,cl, -,-6+---6~" ,_3_4_8_,_7_2-+-1-,_8_0_4-+--1-0,-0-2-+-0-, -1-86--l "' ~ "5 ~1-4~,--~6~'~' --t-8~' --~1 ~0~"1--4~' --~5~"cec3~,--~5~,-l, -1~'~--4=,t--.~9-+--~6~"+-•~6T--6=" i-c4~3~2-, ~9~4--t-~2-,~0~4~6ci--1~0~,~3~0~-0~, ~2~1 ~81 • ··~~~~1--~~-+~~~+c~---j~~~-+~-+--~+-~l---=i-c~~~1--~~c+~~~+-~~~ ' . Ill..:'-15'-6" 9'-6" 4'-10" 3'-8" 1'-6" #9 6" #7 6" 489.52 2.302 11.24 0.253 ~-->-~-~-+~-~1---~-+~-~+--~+-~-~-+--+--~-+~~~-+~~~+-~~-+~~~. F G M1 p v •4 1 ' -0 " •6 8" •4 4 •4 1 ' -0 " •4 1 ' -0 " TABLE OF TOEWALL REINFORCING Boe Size No 5po N + , I •4 •4 •4 2 . 0 N + N 1 ' -0 " 1 ' -0 " ' 1. w -4" ' I 3' -0 .1 BARS Di .. I ,C/G 90" , I ess Skew Angle 3' -0 .1 BARS D2 - 0 N + N ' y + 36" ' ~ I N + , I For Cast-in-place culverts: Ltw = [(N) (S) + <N + 1) (LJ)J +cosine-e- For P1ecast culverts: Ltw = [(N) <2 U + S) + <N -1) <0.5'JJ +cosine-e- Total Wingwal I Area (Two Wings -SF) = (2) (Hwl (LW) for Ty PW-1 = (2) (Hwl (LW) -6 SF for Ty PW-2 and Hw '.:".: 4' = (2) (Hwl (LW) -1. 5 SF for Ty PW-2 and Hw < 4' Hw Lw Ltw N SL: 1 = Height of W i ngwa I I = Length of W i ngwa I I = Cu I vert Toewa I I Length = Number of Culvert Spans = Channel Slope ratio. (Horizontal: Usual value is 2: 1 l = Culvert Skew 1 Vertical, See applicable box culvert standard for s, H, T and U va I ues. ~ - t----Ba11e I 11-f-,._O I """' 16'-0" 9'-11" 5'-O" 3'-11" 1'-7" #9 6" #I 6" 505.12 2.448 11.47 0.279 ... '-'-'--''---'-"--'-"'-'-"~-'-'-'-~"--'-'--~'--'-"-"~-'-'~'"'-~-"-""""'"-'-'-""'"--'-'-"-'-'--'-"""""' ..i:: o '-r .... !'.! ~ BARS JI BARS J2 J.i 1 e i n f --l+I-+ i.---Cu I vert BARS Jl BARS V ~·" ..0 ..i:: .!:;: b·-••• "·~ ~ 0 ... ,. E-0 g, a!! • • ·-~E b Ill ~ ~ ........ b·-0~. ·~~ -0-•o o :E ~ .E -~b ~~• • • . Ill b C( "' b c:: LI.I "' Ill Ill :i;:~eti < "' "' "' _, ..i:: ·-·-b:l 1-b :S ... .!:;: ..... Q ~· ~I , I Lw 3'-0'' Extend Bars G (Typl = N N+---Ii~.~ .=i°il _ .. t==;::i= .. t1:==1=.1t .::i~~ 1--_ _ _ _ 1--____ _ 0 ' . N PARTIAL ELEVATION -PW-1 1 2" ~ J~~G@ x v ,__.fJ~-F ' = y / 1-Const Jt Finished Grade <Roadway SI ope l , I y N 3" ' SL ~ @ =-~ 0 ' , I . N (Field \ Lw Bend as needed. G 68 o @~<';"<f""';; .. •oo;-oo;-;13""1 ~ .. ~ .. ~ .. 1 "--E""x""t""en""~-j--B-o_c_s_G_~, 8 ~fiEJ[j ---- ~' _ *-ff---J"-it--.~ ~ ,.-I~ ~o N I( PARTIAL PW-2 (i) _ -r~-, c U I S I U I I I I , I I I I ' Lw ' I i--+-·-~'-,-Limits of Culvert I /I (.__ 1 Barre I Quantities ! ! ~i-------, ~[t::=~t=":::::::;=,• =I 1====1 /// c-=+==f~ I I J2 N-J-= '='~.:.. • • ~ 0, El~ = M1-N /J' 0 -j---"*""'==--'--:,,--:!,--cf---i-~:1:::: !====:::if----!--~ ~ 2" .\f ___ ....-,.,.;/ L tw Lw ---~ ~--=~--+--~=---! Length of Wings based on SL: 1 s I ope a I ong this I i ne . N ' 8 II N ~-1r.: !"'-E 2 'I Toe of SI ope _ __,, PLAN Lw Wa I Is__... "-.--.--fiJI D 1-~~==\~. ' \___v \ 1 F -, ' F-' Wingwal I Wingwa 11 SECTION c-c ' SECTION C-C Culvert Skew --{ Culvert Skew PLAN of Culvert Quantities ' ~v ~J1 F ' ' I • s , I SECTION Toe of Slope w SECTION A-A B-B (Showing Wing Reinfl (Showing Wing Reinfl DETAILS FOR NON-SKEWED BOX CULVERTS DETAILS FOR SKEWED BOX CULVERTS (Showing 30° Skewl ® ® (i) ® ® ® ® @ @ Quantities shown ore for two Type PW-1 wings. Adjust concrete vo I ume for Type PW-2 wings. To determine estimated quantities for two wings, multiply the tabulated values by Lw. Quantities shown do not include weight of Bors D. Provide weepholes for Hw = 5'-0" and greater. Fi I I around weepho I es with coarse grove I. Extend Bors footing. Ez 1'-6'' minimum into the wingwal I Lap Bars M1 1'-6'' minimum with Bors M2. Bars G equo I I y spaced at 8" shown. Provide at least two wing. maxi mum, p I ace as pair Bors G per O" min to 5' -0" max. Estimated curb heights ore shown elsewhere in the plans. For structures with pedestrian ra i I , bi eye I e ra i I or curbs ta I I er than 1' -0", refer to ECO standard. For structures with T6 bridge rai I, refer to T6-CM standard. For structures with troff i c ro i I , other than T6, refer to RAC standard. For vehicle safety, the fol lowing requirements must be met: -For structures without bridge roi I, curbs cannot project more than 3" above finished grade . -For structures with bridge roi I, bui Id curbs flush with finished grade . Reduce curb heights, if necessary, to meet the above requirements. No changes w i I I be made 1 n quont it i es and no odd it i ono I compensot ion w i I I be a I I owed for this work. 1'-0'' typical. 2'-0'' typical when RAC standard is referenced elsewhere 1n the plans. 3'-0'' for Hw < 4'. 6 11 for Hw < 4'. GENERAL NOTES• Designed 1n accordance with AASHTO LRFD Bridge Design Specifications. Provide Class ''C'' Concrete (f'c = 3,600 psi Min) and Grade 60 reinforcing steel. Provide 1 1/4 11 Min c I ear cover to reinforcing stee I. Depth of toewa I I s fol w i ngwa I I s and cu I ve1ts may be 1educed 01 eliminated when founded on sol id 1ock, when di1ected by the Engineer-. See BCS sheet fol w i ngwa I I type and add it i ona I dimensions and info1mation. The quantities fol conc1ete and 1einfo1cing steel 1esulting f1om the fo1mulas given on this sheet a1e fol the Cont1acto1 1 s info1mation only. DESIGNER NOTES: Type PW-1 can be used fol a I I opp I i cat i ans and must be used if 10 i I i ng is to be mounted to the w i ngwa I I . Type PW-2 can only be used fol applications without a 1a i I i ng mounted to the w i ngwa I I . ........ I -.rs Department of »ansportatlon =.. Sfandanl CONCRETE WINGWALLS WITH PARALLEL WINGS FOR BOX CULVERTS TYPES PW-1 AND PW-2 F11.E: pwstde01.dgn ©rrD(JT February 2010 REVIS/DRS 11-10: Reinforcing auantllles. 01-12: Plf-1 & PW-2. DN: GAF COliT SECT PW cc: CAT IDW: TrD(JT lcK: GAF JOB HIGHWAY COUliTY SHEET NO. ASS AND WELSH ENGINEERING TX REGISTRATION NO. F-52, 3054 S. ALA.MEDA STREET CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., TX TXDOT CONCRETE WINGWALLS W/PARALLEL WINGS FOR BOX CULVERTS, PW-1 & PW-2 DWN. PLOT SCALE: SCALE (H): CHK. N_ WELSH SCALE (V): DATE PLOTTED 1" = 60' AS SHOWN AS SHOWN 02/18/20 PARALLEL COM. NO. WINGWALLS JOB NO. 18068 SHEET .d1__ OF JJ c---End of Rail for Payment 2'-8 ~" 1ou Min -1'-6u Max 10'-0" Max Post Spa (J) c----Face of Abutment Backwa/J 10'-0" Usual and Max Post Spacing EndM;~ HSS i~ ---14® ' ! , i IO" Min i\ ~ I® i ~I turn-downs are omitted i Exp Joint or I : I 12" Max 60° I (use Rail Cap~) ~-c==~. '==-______ s_p_l_ic_e_J_o_in_•_-_-_-_~~!-:_-:_-:_-:_-:_-:_-:_-:_-:_~, -,-~'• ------------~G'----\i----'!----'-----,, ! ,,.,~--~-:::.---r ll--------------t;,---~'··1'1L'-~-J-t,-----------------~,----t, ------~ Concentric I /, ,,,, ;:-~·==~==============;====],:. CD.,=:;=================r===:,j:=====:;=::::i Curves 2'.J--t-J,i!;., //':,C///~ ,,,~,;._; II II ,--, HSS ends-~ open 4" I ;' ' '1 ~----II II ' ' II I II ; I • I ,--, ' ' ' • ~ /""': 1:1 -~-Bars U at 12"(Max) --+---+---! 1---t---+--Bars V at 12''(Max) --- 7 f;," f1 3 Spa I lat6!,j" II s· ' . . • • . • . . . . ' . . . . . • • . . . • • AT ABUTMENTS I' O" Min - 10" -Nomi nal • • f> ' • . . . . ' ' .. ROADWAY ELEVATION OF RAIL ... ... @@ 6" 6" @J@ I ' ' .. . ' ' ' . •• ® ' ' . . ' ' --Exp Joint or Splice Joint as required I Min , i' 110"Min , I I , , I I 12" Max ' I ' , '· ' 1; I __ J I " '" " ' ' . ' II ' ,. . , ' '' ' : II ' . , ' . ' • II ,..--Bars R ' . . . Bars V at 1Z' (Max) . . . I ' ' . ' i---'i.. Intermediate Wall Joint® ' I ](f' Min : 0 I ' I II : ' ' II I ' ' ' Iii· ® I . . .. If forming material is ' left ith in place, plug bottom 6" no w 'ng Cone or slab joint seal1 compound.@) II II :-.---'i. Splice Joint I ' 10'' Min i 12" Max l __ I, I ' , ' ... I ' ' . . , . ., ' ' ' , . ., ' ' . . ' . . . . t ·; · . ·l_.'I_ AT SLAB EXP JTS AT INTERMEDIATE WALL JOINTS AT SPLICE JOINTS CONSTRUCT/ON NOTES: Panel lengths of railing must be attached to a minimum of three posts except on abutment wingwalls. Face of rail, posts and parapet must be vertical transversely unless otherwise approved. Raif posts must be perpendicular to top of adjacent concrete parapet grade. Use Type VIII epoxy mortar under post base plates if gaps larger than Vi 6" exist. For curved railing applications, fabricate the HSS rail to the radius when the radius is 600' or less. Submit shop drawings for approval when tubes are required to be fabricated to a radius. Shop drawings must be submitted to the Engineer for approval. 1" R ~-----~-Face of Rail 1 ~-Sleeve Members--. Round or chamfer exposed edges of HSS rail and HSS rail posts to approximately Vi-6" by grinding. • -' - { 1~6" Dia Holes Typ \- Base PL ..... J,j x 5 x 0'-6 J,j" e 0. (ryp) 2 -%"Dia x 1ou A307 Bolts with one hex nut and washer each 8 '-'-Top of Slab or Sdwlk ON BRIDGE SLAB ' ( • • -• • • 1 J,j" • • (ryp) • 2 J,j" • #4 ' • at • -~ • • • • • • • ' . . 0 ' • • • -. . • • • • • • • • • . ' . . ' ' ON ABUT WING OR C/P RETAINING WALL SECTIONS THRU RAIL 5" 1 ~" Outside Face of parapet BASE PLATE DETAIL Roadway Face of parapet OPTIONAL U BOLT Bars U 2"(Max) 1 -------.---------------------,--------------------- ' ' ' ' ' ' ' c-------------------------------------------------- 1-::::::::::::::: __ ::::~------ ' ' ' ' ' ' -______________________ , ----------------------------- ~--~" Dia Pin (Driving • "' (ryp) Fit) or welded Jug----~ AT SPLICE OR EXP JTS SECTION A-A PIPE SPLICE DETAIL CD Min of 2 posts required on wingwall. 0 Portion of railing with turn-downs to be used or omitted as indicated on Bridge Layout. ® Provide at all interior bents without slab expansion joints. Location independent of HSS rail splices. @ Material used in forming joint may be left in place if it is compressible and light in color such as the following materials: polystyrene, molded cork granules, sponge rubber sheet, etc. I 'ii t----PL ~6 ' I r *a" Dia Drain Hole MATERIAL NOTES: Provide ASTM-A500 Grade B, A1085 or A53 Grade B for all HSS. Provide ASTM-A36 for post and plates. Galvanize afl steel components unless otherwise shown. Anchor bolts must be o/s" Dia ASTM A307 Grade A bolts (or A36 threaded rods with one tack welded hex nut each) with one hex nut and one hardened steel washer at each bolt. Threaded rods may be 0.557" minimum diameter with rolled threads. Nuts must conform to A563 requirements . Provide Class "C" concrete. Provide Class "C" (HPCJ if required elsewhere . Epoxy coat all reinforcing if slab bars are epoxy coated. Provide Grade 60 reinforcing steel . Deformed Welded Wire Reinforcement (WWRJ (ASTM A1064) of equal size and spacing may be substituted for Bars U, and V unless noted otherwise. Provide bar laps, where required, as follows: GENERAL NOTES: Uncoated -#4 = 1'-5" Epoxy coated -#4 = 2'-1" Designed according to AASHTO LRFD Specifications. Do not use this railing on bridges with expansion joints providing more than 5" movement . Raif anchorage details shown on this standard may require modification for select structure types. See appropriate details elsewhere in plans for these modifications. For all rails, submit erection drawings showing section lengths, splice locations, rail post spacing and anchor bolt setting for approval . Average weight of railing: 102 pit -Cone (with no Overlay) 23 pit -Steel Cover dimensions are clear dimensions, unless noted otherwise. Reinforcing bar dimensions shown are out-to-out of bar. ® Same as Slab opening ® ~" Min -f;," Max RAIL CAP DETAIL 0 10" Min -1'-6" Max if turn-downs are omitted. ® Top longitudinal slab bar may be adjusted laterally 3" plus or minus to tie rail reinforcing. ® One shop splice per panel is permitted (with minimum 85 percent penetration). The weld may be square groove or single vee groove. Grind smooth. @ HSS 2.375 x 0.154 @ HSS 3.500 x 0.216 @ HSS 1.900 x 0.145 @ HSS 2.875 x 0.203 ](f' BARS V (#4) BARS U (#4) .......... I 11uras Department of »ansportatlon =.. Sfandanl PEDESTRIAN RAIL TYPE PR2 FILE: rlstd029.dgn DN: TxD()T CC: TxOOT IN: !TR cc: TXD()T ©rxDOT July 2014 CQliT SECT JOB HIGHWAY REV/5/DNS Cl1UliTY SHEE'T Nil. THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. BASS AND WELSH ENGINEERING TX REGISTRATION NO. F-52, 3054 S. ALAMEDA STREET CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT I CORPUS CHRISTI, NUECES CO., TX TXDDT PEDESTRIAN RAIL, TYPE PR-2 PLOT SCALE: SCALE (H): SCALE 0/): DATE PLOTIEO ,. = 60' AS SHOWN AS SHOWN 02/lB/20 COM. NO. TXDOT PR.DWG JOB NO. 1B06B SHEET 32 OF 33 Bors B Top & Bors F2 Bors C -Top Slob Bottom S l ob Bars D Bot tom S I ob~:-----. Bars H ~----J""'I''/ Bors E Bors K Bors Bors ~ ~\ -- Fl- F 2 - --- ----> > > - Top Slob Bo tt a m I S ob ~ I I I -----j -- I ' I ' ' I I ' I ' I ' -"I L imi end I Sk --- ~\ ' Bors Bors ts of skewed section@ ew Cu l vert C -Top Slob D -Bottom Slo b CSJWhen the spacing be tween Bors B becomes less than half of the normal spacing, bars shal I be cut to ovoid fouling @The length of Bors B and E wi I vary in the skewed end sec t ions @ [One half o f overol I w idth] x [Ton of th e skew angle] @Bars F 1 and F z sho I I be continuous through th e ong I e section . They shal I be bent t o remain para I lel to the wo I Is of the Box Cu I vert. @When necessary to ova id fou I i ng in acute corners, the slob ex t ension leg of Bors C and Bars D may be shortened to a minimum o f 1' -6'' for skews of 30° and 45°. (f) For s kews af 15° or I ess, the contractor hos the option o f placing Bo r s B, C and D parol lel to the skewed end while maintaining spacing along center I i ne box. L engths of Bars B shown on the standards sho I I be i ncreosed to accommodate the s kew. ------'Ti I t Bar OS to maintain K Bors C -Top Slob Bars D -Bottom Slob~--__ necessary cover Bors E Bars B Bottom -Top & S l ob Bars F2 -~ "" ' ~· Fl -Bors Bo r s F2 - ------- --- Tap Slob Bottom Slob - e----L imi ts of skewed end section@ I I -----~11-11 ¥ I @<Ty pl • I I ~ I ;Yr ll Cu l v I _ _L_ -·- ert / I \ I I 4; I / Bars c Top S l ab -/ Bars D -Bottom S l ob / :fr skew WALLS AND CURB SLAB Bors WALLS AND CURB SLAB PLAN OF SKEWED ENDS ~ FROM 0° TO 1 5° (f) PLAN OF SKEWED ENDS -OVER 30° TO 45° Ti I t Bar OS necessary to maintain cover Bars H ~-Bors K Bars B -Top & Bors F2 Bors C -Top Slab Bottom S l ob Bors D -Bottom SI ab ""'--.._ Bors E WALLS AND CURB -- \ \ Fl-Bors Bars F2 - ~ ---r r -- ----- Top Slab Bottom S l ab SLAB PLAN OF SKEWED ENDS -OVER 15° /\~~~its o f '__~le Section® ( Limits of skewed I end section Q) I ' t-1 1/ -----I I I @ <Typl ' 11 'l I I I I A--------- ril Culver t I '.i . \ I -/ I Bors c Top S I -. / Bars D -Bottom ' Skew -i/ TO 30° l---L i m its i of Ang l e Section®~- ab S l ob Bors F2@ Bors B -Top Leng t h of extension Existing Bax Cu l vert LENGTHENING DETAIL 0 ,_,__ ____ Limits of Ang l e Section@ / / / Bars B -Top I -- & Bottom s 1 ab ----jfirfr&~ff-~110]-iJ:f.#i 1-ffl_fiT_JJi-- Bors B -Tap & Bottom SI ob --+!t11=t!:J:tiMf1/m'1f-& Bottom S l ob ---+-+--+---1-1· I Bors F 1 Bors F 2 1 [-trtrrlr-Ji:'"t"'/ltl!/l--.f-/i7_t7f//htrJ~~-Bars C -Top S I ob Bors D -Bottom Slob !HrHHICH--4-J! '.j_ '/) 1Hl-HH 1 11NJU I~ ,..,,_' -DJ/) . I > ---/_ I .. Tap S l'~o~b~!;;;l!;;il~~l[.~lfl:-~-, Bottom S l ob 51-----__,. PLAN ANGLE SECTION OF FROM oo TO 15° - Bors Bars Bars C -Tap S l ab Bars D -Bottom S l ob Top Slob Bors Bors F 1 - F 2 -Bottom Slob 5 1---__,. Bors Bars c Top Slab Bottom Slab ANGLE SECTION PLAN OF OVER 15° TO 30° ~ PLAN OF ANGLE OVER 30° D - SECTION TO 45° ~ 0 For box culverts with l ess than 2' -0" of fi 11, the tap slab sha l I be broken back t o provide a minimum I' -10 '' lap of the existing longitudinal bars with the l ongitudinal bars in the extension. If the depth of fil l is 2'-0" or greater, the top slob shol I be broken boc k to provide a 1' -0" minimum embedment of existing longitudinal reinforcing in t o t he ex t ension . Alternatively, if the f i 1 1 height is greater than 2' -0", t he existing curb may be l eft in p l ace and 2' -0" long #6 bars sha l I be dri I led and grouted I '-0'' into the exis t ing top slab at 1' -6'' center to center spacing. Wings and apron shal I be bro ken bock as necessary to instol I th e ex t ension. Exposed wingwo l I and apron reinforcing may be removed or cleaned and inc l uded in the e xt ension . When lengthening existing box culver t s with dimensions differen t than current standard dimensions, horizontal and ver t ical t ransi t ions shal I be for med as directed by the Engineer . Bottom s I obs sho I I match t o mo i nta in an uninterrupted f I ow I i ne. Exis t i ng and new reinforc ing sho I I be f i e Id bent in t o t ransi t ion maintaining specified cover requirements . GENERAL NOTES: Designed according to AASHTO LR FD Specifications . A I I reinforcing stee I sha I I be Grade 60. A I I concrete sha I I be CI ass "C" w i th these except i ans: use C l oss ''S'' for top s l obs o f culverts with overlay, w i th 1 -t o -2 course surface treatment, or with t he top s l ob as the final riding surface. C I ass "C " concrete sho I I hove a m 1n1 mum compressive streng t h of 3, 600 psi. CI ass "S" concrete sho I I hove a mini mu m compressive strength af 4,000 psi. The use of permanent forms is not al lowed. Refer to Sing l e Box Cu l verts Cast -in -Place standard for detai I s of straight sections of cu l vert . For skewed sections and angle sections refer to Single Box Culverts Cost-in-P l ace standard for slob and wa l I dimensions, bar sizes, maxi mum bar spacing, and any o t her detai Is no t shown. For Skewed ends with curbs, adjust length of Bors H, number o f Bors K, curb concrete volume and re i nforcing steel weight by dividing the values shown on the cu l vert standards by the cosine of t he skew ang l e . Lops for Bors H, when required, shol I be 1' -9" for uncoated bars and 2'-7'' for epoxy coated. HL93 LOADING ~@ I Texas Department of Transportation Bridge Division Standard FILE: SINGLE BOX CULVERTS CAST-IN-PLACE MISCELLANEOUS DETAILS SCC-MD scc md ste.d gn DN; GAF cK LMW ow BWH/TxDOT cK.-GAF February 2010 CONT SECT JOB HIGHWAY REVISIONS DIST COUNTY SHEET NO . THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXON M. WELSH, P.E. NO. 36240 OF BASS AND WELSH ENGINEERING, F 52. IT IS NOT TO BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. BASS & WELSH ENGINEERING DWN. CHK. TX SURVEY REG. NO 1 00027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 PUBLIC IMPROVEMENTS TD KING'S LANDING UNIT 1 CD RP US CHRIST L NUECES CD. , TX TX DDT PLACE, SINGLE BOX CULVERTS, CAST IN MI SCELLANEDUS DETAILS, SCC-MD PLOT SCALE: 1' =6D' SCALE (H): ~SA~M~E __ SCALE (V): ~ND~N~E __ COM. NO. TXDOT-SBC JOB NO. 18068 DATE PLOTTED 02/18/20 SHEET __1l OF ______3_L NIXON M. W ELSH, P.E., R.P.L.S. Email: NixMW@aol.com BASS WELSH ENGINEERING TX Registration No. F-52 Survey Registration No. 100027-00 P.O. Box 6397 Corpus Christi, TX 78466-6397 3054 S. Alameda St. 18068-PCE-SS COLLECTION 03/30/2020 OFFSITE SANITARY SEWER COLLECTION MAIN ITEMS ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT 1 12" PVC PIPE 1682 LF 75.00 126,150.00 2 DEWATERING FOR 12" PVC PIPE 1682 LF 40.00 67,280.00 3 MANHOLE 3 EA 7,500.00 22,500.00 4 TRENCH SAFETY FOR 12" PIPE 1682 LF 5.00 8,410.00 SUBTOTAL $224,340.00 7.5% ENGINEERING, SURVEYING, & TESTING 16,825.50 SUBTOTAL $241,165.50 LESS WASTEWATER DISTRIBUTION FEE (COMMERCIAL LOTS)-122,600.84 LESS WASTEWATER DISTRIBUTION FEE (RESIDENTIAL LOTS)-72,957.24 TOTAL AMOUNT REIMBURSABLE $45,607.42 KING'S LANDING UNIT 1 PRELIMINARY COST ESTIMATE 12" COLLECTION MAIN SANITARY SEWER ITEMS REIMBURSABLE BY CITY Page 1 of 1 Exhibit 4 Exhibit 5 ~Cityof ~i~~Corpus ::-55Christi DISCLOSURE OF INTERESTS Ciry of Corpus C hristi, Texas Department of Development Services P.O . Box 9277 Corpus Christi, Texas 78469-9277 (361) 826-3240 Located at: 2406 Leopard Street (Com er of Leopard St. and Port Ave.) City of Corpus Christi Ordinance 17112, as amended , requires all persons or firms seeking to do business with the City to provide the following information . Every question must be answered . If the question is not applicable, answer with "NA". NAME: SEE ATTACHED SIGNATURE SHEET STREET: CITY: ZIP: FIRM is: 0 Corporation 0 Partnership 0 Sole Owner 0 Association Ii] Other ________ _ DISCLOSURE QUESTIONS If additional space is necessary, please use the reverse side of this page or attach separate sheet. 1. State the names of each "employee" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Job Title and City Department (if known) N/A N/A 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Title N/A N/A 3. State the names of each "board member" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Boa rd , Commission, or Committee N/A N/A 4. State the names of each employee or officer of a "consultant" for the City of Corpus Christi who worked on any matter related to the subject of this contract and has an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Consultant N/A NIA CERTIFICATE I certify that all information provided is true and correct as of the date of this statement, that I have not knowing ly withheld disclosure of any information requested ; and that supplemental statements will be promptly subm itted to the City of Corpus Christi , Texas as changes occur. Certifying Person : --------------------Title: (Print) Signature of Ce rtifying Person : Date: ___________ _ K.\DEVELOPMENTSVCSIS HAREO\LA~D DEVELOPM ENTIOROINA.NCE ADMINISTRATION\APPLICATION FORMSIFORMS AS P ER LEGAL\20 12\DISCLOSURE OF INTERESTS STATEM ENTl.27.12 DOC DEFINITIONS a. "Board Member". A member of any board , commission or committee appointed by t he City Cou ncil of the City of Corpus C hristi , Texas. b. "Employee". Any person employed by the Cit y of Corpus Christi , Texas , either on a full or part time basis , but not as an independent contractor. c . "F irm ". Any entity operated for economic gain, wh ether professional , industrial or commercial and whether established to produce or dea l with a product or service, including but not limited to , entities operated in the form of sole proprietorship , as self-employed person , partnership , corporation, joint stock company, join t venture , receivership o r trust and entities which , for purposes of taxation , are treated as non-profit organ izations. d . "Officia l". The Mayor, members of the City Counci l, City Manager, Deputy City Manager, Assistant City Managers , Department and Division Heads and Municipal Court Judges of the City of Corpus Christi, Texas . e. "Ownership Interest". Legal or equ itable interest, wheth e r actually or const ructivel y held , in a firm , including when such interest is held through an agent, trust , estat e or holding entity. "Construct ively held " refers to holding or control established through voting trusts , proxies or special terms of venture or partnership agreements . f . "Consultant ". Any person or firm , su ch as engineers and arch itects, hired by the City of Corpus Christi for the purpose of professional consu ltation and recommendation. K:IDEV ELOPMENTSVCS\SHARED\LAND DEVELOPME NT\ORDI NANCE ADMIM STRATIDN\APPLICATION FORMS\fORMS AS P ER LEGAL\201 2\DISCLOSURE OF IN T EREST S STATEMENT! 21 12 .DOC The William Earl Rensch Trust William Earl Rensch , Trustee 5027 Holly Road Pasade na, Tx 77503 Phone: 713 417-7122 Anna Belle Hensch 1009 P eerman Place Corpus Christi, Tx 78411 Phone: 361 444-5800 R e tta Maurine Kasper 48 05 Velma Killeen, Tx 76542 Phone: 254 462-2976 STATE OF TEXAS § COUNTY OF NUECES § OWNERS: Corpus Christi Community Church 4833 Saratoga Blvd #259 Corpus Christi, Tx 78413 Scott Mcdonald 361 420-0022 Also, James F. Dodson 4222 Fm 665, Robs town, Tx 78380 Phone: 361 877-3222 South Texas Children's Home Land Management Po Box 548 Beeville, Tx 78104-0548 SIGNATURES William Earl Rensch, Trustee The WiJliam Earl Rensch Trust This in strument was acknowledged before me on the fl~\-, day ofJ~\u>Jl.="'--=----------2019, by William Earl Rensch, Trustee, The William Earl R e nsch Trust, an owner of the subj ect tract. tl~a) &&,. ~~ Anna Belle Rensch, Owner STATE OF TEXAS § COUNTY OF NUECES § This in strument was acknowledged before me on the~ day of_J~\)~N-~-------~2019, by Anna Belle Hensch, an owner of the subject tract. NMW:sab STATE OF TEXAS § COUNTY OF NUECES § This instrument wa s acknowledge d before me on th e li_, day of __ ---"'-------'-....__..,___..,._, ___ .2019, by Retta Maurine Kasper, an owner of the subj ect tract. STATE OF TEXAS SHEREE STOVER Notary 10 # 129287500 My Commission Expires January 30 . 2021 ·K § § Scott McDonald, Agent C01·pus Christi Community Church COUNTY OF NUECES§ This instrume nt was acknowl edged before me on the 611~-:day o~_,.,,.\_0-=--'"-~e~ _______ 2019, by Scott Mcdonald, Age nt for Corpus Chris ti Community Church, an own e r o he subj e ct tract. STATE OF TEXAS COUNTY OF NUECES§ GAYLE THOMAS;] MY Notary ID# 12BG65057 Explras April 23, 2020 Eron Green, Registered Agent South Texas Children's Home Land Management § § This ins trument was acknowledged before me on the ___ , day of 2019, by Eron Green as R e gi stered Age nt of South Texas Children's Home Land M anagem ent, owner of th e subject tract. Nota ry Public, State of Texas NMW:sab ~Cityof ~j~~Corpus =-5Christi DISCLOSURE OF INTERESTS Ciry of Corp us Christi, TexH Department of Development Services P.O. Box 9277 Corpw Christi, Texas 78469-9277 (361) 826-3240 Located at. 2406 Leoparo Street (Comer of Leopard St and Pon Ave.} City of Corpus Christ i Ordinance 17112, as amended, requ ires all pe rsons or firms seeki ng to do business with the City to provide the followin g information . Every question must be answered . If the question is not applicable , answe r with "NA". NAME : SEE ATIACHED SIGNATURE SHEET CITY: ----------ZIP: _____ _ FIRM is: D Corporation D Partnersh ip D Sole Owner D Association [i] Other _______ _ DISCLOSURE QUESTI ONS If additiona l space is necessa ry , please use the re verse side of th is page o r attach separate sh eet. 1. State the names of each "employee" of the City of Corpus Christi havi ng an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Job T itle and City Department (if known) NM NM 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Title N/A N/A 3. State the names of each "board member" of the City of Corpus Christi having an "ownership interest" constituti ng 3% or more of the ownership in the above named "firm". Name Board, Commission , or Committee NM NM 4. State the names of each employee or officer of a "consultant" for the City of Corpus Chri s t i who worked on any matter related to the subject of this contract and has an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Consultant NIA N/A CERT IFICATE I certify that all information provided is true and correct as of the date of this statement, that I have not knowingly w ithheld disclosure of any information req uested; and t hat supplementa l statements will be promptly submitted to the C ity of Corpus Christi, Texas as changes occur. Certifying Person: /ilo5~~'-'t o""S ~ Title : (Prin t) Signatu re of Certifying Person : __ .... ~__...,,~-.....;..._,c.___.~"'-=---------Date:----------- K \DEVELOPM ENTSVCS\SUARED\i..AND PEVELOPMEN1'0RDINA:-ICE ADMtNtSTR.~TIOJl.'\APPLlCATION FORMS\fORMS AS PER l.EG,\L\1012\DISCLOSUltE OF INTERESTS STATE.\IENTI 27 12.DOC Participation and Reimbursement Agreements Kings Landing Agreements June 16, 2020 2 Location Map 3 Project Map 4 Recommendation Approval The participation agreement and trust fund reimbursement agreements are in accordance with Texas Local Government Code 212.071 and UDC Section 8.5.1 Water Trust Fund and Section 8.5.2 Wastewater Trust Fund, and the applicant has paid the required processing fees for the reimbursement agreements. 5 Water Master Plan 6 Detailed View 7 Wastewater Master Plan 8 Preliminary Plat AGENDA MEMORANDUM First Reading for the City Council Meeting of June 16, 2020 Second Reading for the City Council Meeting of June 23, 2020 DATE: June 2, 2020 TO: Peter Zanoni, City Manager FROM: Jeff H. Edmonds, P. E., Director of Engineering Services jeffreye@cctexas.com (361) 826-3851 Richard Martinez, Director of Public Works richardm5@cctexas.com (361) 826-3419 Kim Baker, Director of Contracts and Procurement kimb2@cctexas.com (361) 826-3169 CAPTION: Ordinance authorizing a Professional Services Agreement for design services with Lockwood, Andrews & Newman, Inc. for the North Beach Navigable Canal project in an amount not to exceed $508,988 for Phase I services which include a determination of the project scope and limits and whether or not the canal will function as a major drainage facility and be navigable, located in City Council District 1, with funding available from financial reserves within the Storm Water Capital Funds. SUMMARY: This contract will finalize the North Beach canal’s scope and project limits that were previously developed and determine whether or not the canal will function as a major drainage facility and be navigable. BACKGROUND AND PURPOSE: North Beach has been a residential and commercial community and a tourist destination for over 100 years. Located on the far north end of Corpus Christi, North Beach provides access to beaches, boat launches, shopping stores, restaurants, and tourist attractions such as the Texas State Aquarium and USS Lexington. Professional Services Contract North Beach Navigable Canal Project, Phase I North Beach experiences rain event drainage issues and high tidal driven flooding. The high tide flooding causes ponding in low-lying areas and impedes area drainage from modest rainfall events. The ponding and poor drainage has a negative impact on the area’s economic development. North Beach Drainage Assessment Report prepared by Urban Engineering in 2019 has indicated that the construction of a navigable canal could help mitigate the flooding issue. On December 17, 2019, the City of Corpus Christi City Council passed an ordinance authorizing the design and construction of a navigable canal on North Beach in Corpus Christi, Texas. This contract will finalize the navigable canal’s scope and project limits as well as determining if the navigable canal will be functional for its intended use of being navigable and of being a major drainage facility solving drainage issues in North Beach. Some of the tasks include an advanced concept of the canal design, drainage analysis and concepts, traffic analysis and access impacts, determination of regulatory requirements, determination of real estate availability, and the preparation of a written report. Based on the findings of Phase I, additional work may be awarded to the same firm. PROJECT TIMELINE: If approved by City Council in June, a notice to proceed will be issued and the Phase 1 scope of work should be complete should be complete by December 2020. COMPETITIVE SOLICITATION PROCESS The Contracts and Procurement Department issued a Request for Qualifications for the engineering services for North Beach Navigable Canal. LAN was the only firm that submitted their qualifications. A technical evaluation was performed by the selection committee. The technical evaluation team consisted of seven team members including staff from the City Manager’s Office, Engineering Department, Nueces County, the Texas State Aquarium and an external Engineer. LAN is being recommend for award as technically qualified to perform these services and a contract has been negotiated for Phase I. ALTERNATIVES: Not awarding the contract will delay the North Beach Navigable Canal Project. FISCAL IMPACT: The FY 2020 Capital Improvement Program Budget is amended to create the project 20277 North Beach Navigable Canal. This contract authorizes design services for North Beach Navigable Canal Project in an amount not to exceed of $508,988 with funding available from interest earning in Storm Water Capital Funds 3494, 3495, 3497, 3498, 4531 and 4540. Funding Detail: Fund: Storm Water 2012A Revenue Bond (Fund 3494) Mission Element: Drainage infrastructure -surface/pipes (ME 043) Project No.: North Beach Navigable Canal (20277) Account: Outside Consultants (550950) Activity: 20277-3494-EXP Amount: $14,434.02 Fund: Storm Water 2012B Revenue Bond (Fund 3495) Mission Element: Drainage infrastructure -surface/pipes (ME 043) Project No.: North Beach Navigable Canal (20277) Account: Outside Consultants (550950) Activity: 20277-3495-EXP Amount: $45,161.58 Fund: Storm Water 2013 Revenue Bond (Fund 3497) Mission Element: Drainage infrastructure -surface/pipes (ME 043) Project No.: North Beach Navigable Canal (20277) Account: Outside Consultants (550950) Activity: 20277-3497-EXP Amount: $128,882.95 Fund: Storm Water 2013 support for Bond 12 Revenue Bond (Fund 3498) Mission Element: Drainage infrastructure -surface/pipes (ME 043) Project No.: North Beach Navigable Canal (20277) Account: Outside Consultants (550950) Activity: 20277-3498-EXP Amount: $58,942.71 Fund: Storm Water 2015 support for Bond 14 Revenue Bond (Fund 4531) Mission Element: Drainage infrastructure -surface/pipes (ME 043) Project No.: North Beach Navigable Canal (20277) Account: Outside Consultants (550950) Activity: 20277-4531-EXP Amount: $124,483.29 Fund: Storm Water Capital Reserve Fund (Fund 4540) Mission Element: Drainage infrastructure -surface/pipes (ME 043) Project No.: North Beach Navigable Canal (20277) Account: Outside Consultants (550950) Activity: 20277-4540-EXP Amount: $137,083.45 RECOMMENDATION: Staff recommends approval of the contract for Phase I design services for North Beach Navigable Canal project in an amount not to exceed of $508,988. LIST OF SUPPORTING DOCUMENTS: Location Maps Contract Ordinance authorizing a Professional Services Agreement for design services with Lockwood, Andrews & Newman, Inc. for the North Beach Navigable Canal project in an amount not to exceed $508,988 for Phase I services which include a determination of the project scope and limits and whether or not the canal will function as a major drainage facility and be navigable, located in City Council District 1, with funding available from financial reserves within the Storm Water Capital Funds. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: SECTION 1. The Fiscal Year 2020 Capital Improvement Program Budget adopted by Ordinance 031870 is amended to increase the budget in the amount of $508,988 and create the North Beach Navigable Canal Project 20277 with funding approved and available from interest earning in Storm Water Capital Funds 3494, 3495, 3497, 3498, 4531 and 4540. SECTION 2. The City Manager or designee is authorized to execute a professional services agreement with Lockwood, Andrews & Newman, Inc. (LAN) in the amount of $508,988 for Phase 1 of Project 20277 North Beach Navigable Canal, which includes finalizing the project scope and determining project limits, navigability and function as a major drainage facility. That the foregoing ordinance was read for the first time and passed to its second reading on this the _____ day of June 2020, by the following vote: Joe McComb ____________ Michael Hunter ____________ Roland Barrera ____________ Ben Molina ____________ Rudy Garza ____________ Everett Roy ____________ Paulette M. Guajardo ____________ Greg Smith ____________ Gil Hernandez ____________ That the foregoing ordinance was read for the second time and passed finally on this the _______ day of June 2020, by the following vote: Joe McComb ____________ Michael Hunter ____________ Roland Barrera ____________ Ben Molina ____________ Rudy Garza ____________ Everett Roy ____________ Paulette M. Guajardo ____________ Greg Smith ____________ Gil Hernandez ____________ PASSED AND APPROVED on this the _______ day of June 2020. ATTEST: ________________________________ _________________________ Rebecca Huerta Joe McComb City Secretary Mayor Page 1 Rev. 20-2 SERVICE AGREEMENT NO. 2901 CONTRACT FOR PROFESSIONAL SERVICES FOR PROJECT E12191 – ENGINEERING SERVICES FOR NORTH BEACH NAVIGABLE CANAL The City of Corpus Christi, a Texas home rule municipal corporation, P.O. Box 9277, Corpus Christi, Nueces County, Texas 78469-9277 (City) acting through its duly authorized City Manager or Designee (Director) and Lockwood, Andrews & Newnam, Inc., 500 N. Shoreline Blvd, Suite 500, Corpus Christi, Nueces County, Texas 78401, (Consultant), hereby agree as follows: TABLE OF CONTENTS ARTICLE NO. TITLE PAGE ARTICLE I SCOPE OF SERVICES ...................................................................2 ARTICLE II QUALITY CONTROL .......................................................................3 ARTICLE III COMPENSATION ............................................................................3 ARTICLE IV TIME AND PERIOD OF SERVICE ..................................................5 ARTICLE V OPINIONS OF COST ......................................................................5 ARTICLE VI INSURANCE REQUIREMENTS ......................................................5 ARTICLE VII INDEMNIFICATION .........................................................................6 ARTICLE VIII TERMINATION OF AGREEMENT ..................................................6 ARTICLE IX RIGHT OF REVIEW AND AUDIT ....................................................7 ARTICLE X OWNER REMEDIES .......................................................................7 ARTICLE XI CONSULTANT REMEDIES .............................................................8 ARTICLE XII CLAIMS AND DISPUTE RESOLUTION ..........................................8 ARTICLE XIII MISCELLANEOUS PROVISIONS ................................................. 10 EXHIBITS DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Page 2 Rev. 20-2 ARTICLE I – SCOPE OF SERVICES 1.1 City and Consultant agree that the services provided are properly described in the Scope of Services, which is incorporated herein and attached to this Agreement as Exhibit A. The Scope of Services shall include all associated services required for Consultant to provide such Services, pursuant to this Agreement, and any and all Services that would normally be required by law or common due diligence in accordance with the standard of care defined in Article XIII of this Agreement. The approved Scope of Services defines the services to be performed by Consultant under this Agreement. Consultant will perform the Services in accordance with Exhibit A and with Consultant’s response to the Request for Qualifications related to this project, which response is incorporated by reference into this Agreement as if set out here in its entirety. 1.2 Consultant shall follow City Codes and Standards effective at the time of the execution of the contract. At review milestones, the Consultant and City will review the progress of the plans to ensure that City Codes and Standards are followed unless specifically and explicitly excluded from doing so in the approved Scope of Services attached as Exhibit A. A request made by either party to deviate from City standards after the contract is executed must be in writing. 1.3 Consultant shall provide labor, equipment and transportation necessary to complete all services agreed to hereunder in a timely manner throughout the term of the Agreement. Persons retained by Consultant to perform work pursuant to this Agreement shall be employees or subconsultants of Consultant. Upon request, Consultant must provide City with a list of all subconsultants that includes the services performed by subconsultant and the % of work performed by subconsultant (in dollars). Changes in Consultant’s proposed team as specified in the SOQ or Scope of Services must be agreed to by the City in writing. 1.4 Consultant shall not begin work on any phase/task authorized under this Agreement until they are briefed on the scope of the Project and are notified in writing to proceed. If the scope of the Project changes, either Consultant or City may request a review of the changes with an appropriate adjustment in compensation. 1.5 Consultant will provide monthly status updates (project progress or delays) in the format requested by the City with each monthly invoice. 1.6 For design services, Consultant agrees to render the professional services necessary for the advancement of the Project through Final Completion of the Construction Contract. Consultant acknowledges and accepts its responsibilities, as defined and described in City’s General Conditions for Construction Contracts, excerpt attached as Exhibit D. 1.6.1 The Consultant agrees to serve as the City’s Designer as defined in the General Conditions and will consult and advise the City on matters related to the Consultant’s Scope of Services during the performance of the Consultant’s services. 1.6.2 The Consultant agrees to prepare plans, specification, bid and contract documents and to analyze bids and evaluate the documents submitted by bidders. 1.6.3 The Consultant agrees to assist the City in evaluating the qualifications of the prospective contractors, subcontractors and suppliers. 1.7 For projects that require subsurface utility investigation: 1.7.1 The Consultant agrees to prepare and submit to the City prior to the 60% submittal a signed and sealed report identifying all utilities within the project area at the Quality Level specified in Exhibits A and A-1. It is assumed that all utilities will be identified using Quality Level A exploratory excavation unless stated otherwise. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Page 3 Rev. 20-2 1.7.2 Utilities that should be identified include but are not limited to utilities owned by the City, local franchises, electric companies, communication companies, private pipeline companies and 3rd party owners/operators. 1.8 For project with potential utility conflicts: 1.8.1 The Consultant agrees to coordinate the verification and resolution of all potential utility conflicts. 1.8.2 The Consultant agrees to prepare and submit a monthly Utility Coordination Matrix to the City. 1.9 The Consultant agrees to complete the Scope of Services in accordance with the approved project schedule and budget as defined in Exhibit A, including completing the work in phases defined therein. 1.10 Consultant is expressly prohibited from discussing or sharing information related to or resulting from the Scope of Services with any person or entity other than the City of Corpus Christi through its City Manager. Consultant shall immediately notify the City Manager of all inquiries related to the Scope of Services received by the Consultant. ARTICLE II – QUALITY CONTROL 2.1 The Consultant agrees to perform quality assurance-quality control/constructability reviews (QCP Review). The City reserves the right to retain a separate consultant to perform additional QCP services for the City. 2.2 The Consultant will perform QCP Reviews at intervals during the Project to ensure deliverables satisfy applicable industry quality standards and meet the requirements of the Project scope. Based on the findings of the QCP Review, the Consultant must reconcile the Project Scope and the Opinion of Probable Cost (OPC), as needed. 2.3 Final construction documents that do not meet City standards in effect at the time of the execution of this Agreement may be rejected. If final construction documents are found not to be in compliance with this Agreement, Consultant will not be compensated for having to resubmit documents. ARTICLE III – COMPENSATION 3.1 The Compensation for all services (Basic and Additional) included in this Agreement and in the Scope of Services for this Agreement shall not exceed $508,988. 3.2 The Consultant’s fee will be on a lump sum or time and materials (T&M) basis as detailed in Exhibit A and will be full and total compensation for all services and for all expenses incurred in performing these services. Consultant shall submit a Rate Schedule with their proposal. 3.3 The Consultant agrees to complete the Scope of Services in accordance with the approved project schedule and budget as defined in Exhibit A, including completing the work in phases defined therein. 3.4 The Director of Engineering Services may request the Consultant to undertake additional services or tasks provided that no increase in fee is required. Services or tasks requiring an increase of fee will be mutually agreed and evidenced in writing as an amendment to this contract. Consultant shall notify the City within three (3) days of notice if tasks requested requires an additional fee. 3.5 Monthly invoices will be submitted in accordance with the Payment Request as shown in Exhibit B. Each invoice will include the Consultant’s estimate of the proportion of the contracted services completed at the time of billing. For work performed on a T&M Basis, the invoice shall include documentation that shows who worked on DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Page 4 Rev. 20-2 the Project, the number of hours that each individual worked, the applicable rates from the Rate Schedule and any reimbursable expenses associated with the work. City will make prompt monthly payments in response to Consultant’s monthly invoices in compliance with the Texas Prompt Payment Act. 3.6 Principals may only bill at the agreed hourly rate for Principals (as defined in the Rate Schedule) when acting in that capacity. Principals acting in the capacity of staff must bill at applicable staff rates. 3.7 Consultant certifies that title to all services covered by a Payment Request shall pass to City no later than the time of payment. Consultant further certifies that, upon submittal of a Payment Request, all services for which Payment Requests have been previously issued and payments received from City shall, to the best of Consultant’s knowledge, information and belief, be free and clear of liens, claims, security interests or encumbrances in favor of Consultant or other persons or entities making a claim by reason of having provided labor or services relating to this Agreement. Consultant shall indemnify and hold City harmless from any liens, claims, security interests or encumbrances filed by anyone claiming by, through or under the items covered by payments made by City to Consultant. 3.8 The final payment due hereunder shall not be paid until all reports, data and documents have been submitted, received, accepted and approved by City. Final billing shall indicate “Final Bill – no additional compensation is due to Consultant.” 3.9 City may withhold compensation to such extent as may be necessary, in City’s opinion, to protect City from damage or loss for which Consultant is responsible, because of: 3.9.1 delays in the performance of Consultant’s work; 3.9.2 failure of Consultant to make payments to subconsultants or vendors for labor, materials or equipment; 3.9.3 damage to City; or 3.9.4 persistent failure by Consultant to carry out the performance of its services in accordance with this Agreement. 3.10 When the above reasons for withholding are removed or remedied by Consultant, compensation of the amount withheld shall be made within 30 days. City shall not be deemed in default by reason of withholding compensation as provided under this Agreement. 3.11 In the event of any dispute(s) between the Parties regarding the amount properly compensable for any phase or as final compensation or regarding any amount that may be withheld by City, Consultant shall be required to make a claim pursuant to and in accordance with the terms of this Agreement and follow the procedures provided herein for the resolution of such dispute. In the event Consultant does not initiate and follow the claims procedures as required by the terms of this Agreement, any such claim shall be waived. 3.12 Request of final compensation by Consultant shall constitute a waiver of claims except those previously made in writing and identified by Consultant as unsettled at the time of final Payment Request. 3.13 All funding obligations of the City under this Agreement are subject to the appropriation of funds in its annual budget. The City may direct the Consultant to suspend work pending receipt and appropriation of funds. The right to suspend work under this provision does not relieve the City of its obligation to make payments in accordance with section 3.5 above for services provided up to the date of suspension. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Page 5 Rev. 20-2 ARTICLE IV – TIME AND PERIOD OF SERVICE 4.1 This Agreement shall be effective upon the signature of the City Manager or designee (Effective Date). 4.2 The term of this Agreement will be for a period of six years beginning on the effective date, unless extended by authority of the City Manager or designee. 4.3 The Consultant agrees to begin work on those authorized Services for this contract upon receipt of the Notice to Proceed from the Contracts and Procurement Department. Work will not begin on any phase or any Additional Services until requested in writing by the Consultant and written authorization is provided by the Director of Engineering Services. 4.4 Time is of the essence for this Agreement. Consultant shall perform and complete its obligations under this Agreement in a prompt and continuous manner so as to not delay the Work for the Project, in accordance with the schedules approved by City. The Consultant and City are aware that many factors may affect the Consultant’s ability to complete the services to be provided under this agreement. The Consultant must notify the City within ten business days of becoming aware of a factor that may affect the Consultant’s ability to complete the services hereunder. 4.5 City shall perform its obligations of review and approval in a prompt and continuous manner so as to not delay the project. 4.6 This Agreement shall remain in force for a period which may reasonably be required for completion of the Project, including any extra work and any required extensions thereto, unless terminated as provided for in this Agreement. For construction design services, “completion of the Project” refers to acceptance by the City of the construction phase of the Project, i.e., Final Completion. ARTICLE V – OPINIONS OF COST 5.1 The Opinion of Probable Cost (OPC) is computed by the Consultant and includes the total cost for construction of the Project. 5.2 The OPC does not include the cost of the land, rights-of-way or other costs which are the responsibility of the City. 5.3 Since Consultant has no control over a construction contractor’s cost of labor, materials or equipment, or over the contractor’s methods of determining prices, or over competitive bidding or market conditions, Consultant’s opinions of probable Project Cost or Construction Cost provided herein are to be made on the basis of Consultant’s experience and qualifications and represent Consultant’s best judgment as a design professional familiar with the construction industry, but Consultant cannot and does not guarantee proposals, bids or the construction cost shall not vary from the OPC prepared by Consultant. ARTICLE VI – INSURANCE REQUIREMENTS 6.1 Consultant must not commence work under this Agreement until all insurance required has been obtained and such insurance has been approved by the City. Consultant must not allow any subcontractor to commence work until all similar insurance required of any subcontractor has been obtained. 6.2 Insurance Requirements are shown in EXHIBIT C. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Page 6 Rev. 20-2 ARTICLE VII – INDEMNIFICATION Consultant shall fully indemnify and hold harmless the City of Corpus Christi and its officials, officers, agents, employees, excluding the engineer or architect or that person’s agent, employee or subconsultant, over which the City exercises control (“Indemnitee”) from and against any and all claims, damages, liabilities or costs, including reasonable attorney fees and court costs, to the extent that the damage is caused by or results from an act of negligence, intentional tort, intellectual property infringement or failure to pay a subcontractor or supplier committed by Consultant or its agent, Consultant under contract or another entity over which Consultant exercises control while in the exercise of rights or performance of the duties under this agreement. This indemnification does not apply to any liability resulting from the negligent acts or omissions of the City or its employees, to the extent of such negligence. Consultant shall defend Indemnitee, with counsel satisfactory to the City Attorney, from and against any and all claims, damages, liabilities or costs, including reasonable attorney fees and court costs, if the claim is not based wholly or partly on the negligence of, fault of or breach of contract by Indemnitee. If a claim is based wholly or partly on the negligence of, fault of or breach of contract by Indemnitee, the Consultant shall reimburse the City’s reasonable attorney’s fees in proportion to the Consultant’s liability. Consultant must advise City in writing within 24 hours of any claim or demand against City or Consultant known to Consultant related to or arising out of Consultant’s activities under this Agreement. ARTICLE VIII – TERMINATION OF AGREEMENT 8.1 By Consultant: 8.1.1 The City reserves the right to suspend this Agreement at the end of any phase for the convenience of the City by issuing a written and signed Notice of Suspension. The Consultant may terminate this Agreement for convenience in the event such suspension extends for a period beyond 120 calendar days by delivering a Notice of Termination to the City. 8.1.2 The Consultant must follow the Termination Procedure outlined in this Agreement. 8.2 By City: 8.2.1 The City may terminate this agreement for convenience upon seven days written notice to the Consultant at the address of record. 8.2.2 The City may terminate this agreement for cause upon ten days written notice to the Consultant. If Consultant begins, within three days of receipt of such notice, to correct its failure and proceeds to diligently cure such failure within the ten days, the agreement will not terminate. If the Consultant again fails to perform under this agreement, the City may terminate the agreement for cause upon seven days written notice to the Consultant with no additional cure period. If the City terminates for cause, the City may reject any and all proposals submitted by Consultant for up to two years. 8.3 Termination Procedure 8.3.1 Upon receipt of a Notice of Termination and prior to the effective date of termination, unless the notice otherwise directs or Consultant takes action to cure a failure to perform under the cure period, DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Page 7 Rev. 20-2 Consultant shall immediately begin the phase-out and discontinuance of all services in connection with the performance of this Agreement. Within 30 calendar days after receipt of the Notice of Termination, unless Consultant has successfully cured a failure to perform, Consultant shall submit a statement showing in detail the services performed under this Agreement prior to the effective date of termination. City retains the option to grant an extension to the time period for submittal of such statement. 8.3.2 Consultant shall submit all completed and/or partially completed work under this Agreement, including but not limited to specifications, designs, plans and exhibits. 8.3.3 Upon receipt of documents described in the Termination Procedure and absent any reason why City may be compelled to withhold fees, Consultant will be compensated for its services based upon a Time & Materials calculation or Consultant and City's estimate of the proportion of the total services actually completed at the time of termination. There will be no compensation for anticipated profits on services not completed. 8.3.4 Consultant acknowledges that City is a public entity and has a duty to document the expenditure of public funds. The failure of Consultant to comply with the submittal of the statement and documents, as required above, shall constitute a waiver by Consultant of any and all rights or claims to payment for services performed under this Agreement. ARTICLE IX – RIGHT OF REVIEW AND AUDIT 9.1 Consultant grants City, or its designees, the right to audit, examine or inspect, at City’s election, all of Consultant’s records relating to the performance of the Work under this Agreement, during the term of this Agreement and retention period herein. The audit, examination or inspection may be performed by a City designee, which may include its internal auditors or an outside representative engaged by City. Consultant agrees to retain its records for a minimum of four years following termination of the Agreement, unless there is an ongoing dispute under this Agreement, then such retention period shall extend until final resolution of the dispute. 9.2 Consultant’s records include any and all information, materials and data of every kind and character generated as a result of and relevant to the Work under this Agreement (Consultant’s Records). Examples include billings, books, general ledger, cost ledgers, invoices, production sheets, documents, correspondence, meeting notes, subscriptions, agreements, purchase orders, leases, contracts, commitments, arrangements, notes, daily diaries, reports, drawings, receipts, vouchers, memoranda, time sheets, payroll records, policies, procedures, and any and all other agreements, sources of information and matters that may, in City’s and Consultant’s reasonable judgment, have any bearing on or pertain to any matters, rights, duties or obligations under or covered by any Agreement Documents. 9.3 City agrees that it shall exercise the right to audit, examine or inspect Consultant’s Records only during Consultant’s regular business hours. Consultant agrees to allow City’s designee access to all of Consultant’s Records, Consultant’s facilities and Consultant’s current employees, deemed necessary by City or its designee(s), to perform such audit, inspection or examination. Consultant also agrees to provide adequate and appropriate work space necessary to City or its designees to conduct such audits, inspections or examinations. 9.4 Consultant shall include this audit clause in any subcontractor, supplier or vendor contract. ARTICLE X – OWNER REMEDIES 10.1 The City and Consultant agree that in the event the City suffers actual damages, the City may elect to pursue its actual damages and any other remedy allowed by law. This includes but is not limited to: 10.1.1 Failure of the Consultant to make adequate progress and endanger timely and successful DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Page 8 Rev. 20-2 completion of the Project, which includes failure of subconsultants to meet contractual obligations; 10.1.2 Failure of the Consultant to design in compliance with the laws of the City, State and/or federal governments, such that subsequent compliance costs exceed expenditures that would have been involved had services been properly executed by the Consultant. 10.1.3 Losses are incurred because of errors and/or omissions in the design, working drawings, specifications or other documents prepared by the Consultant to the extent that the financial losses are greater than the City would have originally paid had there not been errors and/or omissions in the documents. 10.2 When the City incurs non-value added work costs for change orders due to design errors and/or omissions, the City will send the Consultant a letter that includes: (1) Summary of facts with supporting documentation; (2) Instructions for Consultant to revise design documents, if appropriate, at Consultant’s expense; (3) Calculation of non-value added work costs incurred by the City; and (4) Deadline for Consultant’s response. 10.3 The Consultant may be required to revise bid documents and re-advertise the Project at the Consultant’s sole cost if, in the City’s judgment, the Consultant generates excessive addenda, either in terms of the nature of the revision or the actual number of changes due to the Consultant’s errors or omissions. 10.4 The City may withhold or nullify the whole or part of any payment as detailed in Article III. ARTICLE XI – CONSULTANT REMEDIES 11.1 If Consultant is delayed due to uncontrollable circumstances, such as strikes, riots, acts of God, national emergency, acts of the public enemy, governmental restrictions, laws or regulations or any other causes beyond Consultant’s and City’s reasonable control, an extension of the Project schedule in an amount equal to the time lost due to such delay shall be Consultant’s sole and exclusive remedy. The revised schedule should be approved in writing with a documented reason for granting the extension. 11.2 The City agrees that the Consultant is not responsible for damages arising from any cause beyond Consultant’s reasonable control. 11.3 If Consultant requests a remedy for a condition not specified above, Consultant must file a Claim as provided in this Agreement. ARTICLE XII – CLAIMS AND DISPUTE RESOLUTION 12.1 Filing of Claims 12.1.1 Claims arising from the circumstances identified in this Agreement or other occurrences or events, shall be made by Written Notice delivered by the party making the Claim to the other party within 21 calendar days after the start of the occurrence or event giving rise to the Claim and stating the general nature of the Claim. 12.1.2 Every Claim of Consultant, whether for additional compensation, additional time or other relief, shall be signed and sworn to by a person authorized to bind the Consultant by his/her signature, verifying the truth and accuracy of the Claim. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Page 9 Rev. 20-2 12.1.3 The responsibility to substantiate a claim rests with the party making the Claim. 12.1.4 Within 30 calendar days of receipt of notice and supporting documentation, City will meet to discuss the request, after which an offer of settlement or a notification of no settlement offer will be sent to Consultant. If Consultant is not satisfied with the proposal presented, Consultant will have 30 calendar days in which to (i) submit additional supporting data requested by the City, (ii) modify the initial request for remedy or (iii) request Mediation. 12.1.5 Pending final resolution of a claim, except as otherwise agreed in writing, Consultant shall proceed diligently with performance of the Agreement, and City shall continue to make payments in accordance with this Agreement. 12.2 Mediation 12.2.1 All negotiations pursuant to this clause are confidential and shall be treated as compromise and settlement negotiations for purposes of applicable rules of evidence. 12.2.2 Before invoking mediation, the Parties agree that they shall first try to resolve any dispute arising out of or related to this Agreement through discussions directly between those senior management representatives within their respective organizations who have overall managerial responsibility for similar projects. This step shall be a condition precedent to the use of mediation. If the parties’ senior management representatives cannot resolve the dispute within 30 calendar days after a Party delivers a written notice of such dispute, then the Parties shall proceed with the mediation process contained herein. 12.2.2.1 In the event that City or Consultant shall contend that the other has committed a material breach of this Agreement, the Party alleging such breach shall, as a condition precedent to filing any lawsuit, request mediation of the dispute. 12.2.2.2 Request for mediation shall be in writing, and shall request that the mediation commence no less than 30 or more than 90 calendar days following the date of the request, except upon agreement of both parties. 12.2.2.3 In the event City and Consultant are unable to agree to a date for the mediation or to the identity of the mediator or mediators within 30 calendar days of the request for mediation, all conditions precedent in this Article shall be deemed to have occurred. 12.2.2.4 The parties shall share the mediator’s fee. Venue for mediation shall be Nueces County, Texas. Any agreement reached in mediation shall be enforceable as a settlement agreement in any court having jurisdiction thereof. No provision of this Agreement shall waive any immunity or defense. No provision of this Agreement is a consent to suit. 12.3 In calculating the amount of any Claim or any measure of damages for breach of contract, the following standards shall apply both to claims by Consultant and to claims by City: 12.3.1 In no event shall either Party be liable, whether in contract or tort or otherwise, to the other Party for loss of profits, delay damages or for any special incidental or consequential loss or damage of any nature arising at any time or from any cause whatsoever; 12.3.2 Damages are limited to extra costs specifically shown to have been directly caused by a proven wrong for which the other Party is claimed to be responsible. 12.4 In case of litigation between the parties, Consultant and City agree that neither party shall be responsible DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Page 10 Rev. 20-2 for payment of attorney’s fees pursuant to any law or other provision for payment of attorneys’ fees. Both Parties expressly waive any claim to attorney’s fees should litigation result from any dispute between the parties to this Agreement. 12.5 In case of litigation between the parties, Consultant and City agree that they have knowingly waived and do hereby waive the right to trial by jury and have instead agreed, in the event of any litigation arising out of or connected to this Agreement, to proceed with a trial before the court, unless both parties subsequently agree otherwise in writing. 12.6 No Waiver of Governmental Immunity. This Agreement is to perform a governmental function solely for the public benefit. Nothing in this Agreement shall be construed to waive City’s governmental immunity from lawsuit, which immunity is expressly retained to the extent it is not clearly and unambiguously waived by state law. ARTICLE XIII – MISCELLANEOUS PROVISIONS 13.1 Assignability. Neither party will assign, transfer or delegate any of its obligations or duties under this Agreement contract to any other person and/or party without the prior written consent of the other party, except for routine duties delegated to personnel of the Consultant staff. This includes subcontracts entered into for services under this Agreement. If the Consultant is a partnership or joint venture, then in the event of the termination of the partnership or joint venture, this contract will inure to the individual benefit of such partner or partners as the City may designate. No part of the Consultant fee may be assigned in advance of receipt by the Consultant without written consent of the City. The City will not pay the fees of expert or technical assistance and consultants unless such employment, including the rate of compensation, has been approved in writing by the City. 13.2 Provisions Required by Law. Each applicable provision and clause required by law to be inserted into the Agreement shall be deemed to be enacted herein, and the Agreement shall be read and enforced as though each were physically included herein. 13.3 Public Information. The requirements of Subchapter J, Chapter 552, Government Code, may apply to this contract and the Consultant agrees that the contract can be terminated if the Consultant knowingly or intentionally fails to comply with a requirement of that subchapter. 13.4 Standard of Care. Services provided by Consultant under this Agreement shall be performed with the professional skill and care ordinarily provided by competent licensed professionals practicing under the same or similar circumstances and professional license; and performed as expeditiously as is prudent considering the ordinary professional skill and care of a competent engineer or architect. 13.5 Licensing. Consultant shall be represented by personnel with appropriate licensure, registration and/or certification(s) at meetings of any official nature concerning the Project, including scope meetings, review meetings, pre-bid meetings and preconstruction meetings. 13.6 Independent Contractor. The relationship between the City and Consultant under this Agreement shall be that of independent contractor. City may explain to Consultant the City’s goals and objectives in regard to the services to be performed by Consultant, but the City shall not direct Consultant on how or in what manner these goals and objectives are to be met. 13.7 Entire Agreement. This Agreement represents the entire and integrated Agreement between City and Consultant and supersedes all prior negotiations, representations or agreements, either oral or written. This Agreement may be amended only by written instrument signed by both the City and Consultant. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Page 11 Rev. 20-2 13.8 No Third Party Beneficiaries. Nothing in this Agreement can be construed to create rights in any entity other than the City and Consultant. Neither the City nor Consultant intends to create third party beneficiaries by entering into this Agreement. 13.9 Disclosure of Interest. Consultant agrees to comply with City of Corpus Christi Ordinance No. 17112 and complete the Disclosure of Interests form. 13.10 Certificate of Interested Parties. For contracts greater than $50,000, Consultant agrees to comply with Texas Government Code section 2252.908 and complete Form 1295 Certificate of Interested Parties as part of this agreement. Form 1295 must be electronically filed with the Texas Ethics Commission at https://www.ethics.state.tx.us/whatsnew/elf_info_form1295.htm. The form must then be printed, signed and filed with the City. For more information, please review the Texas Ethics Commission Rules at https://www.ethics.state.tx.us/legal/ch46.html. 13.11 Conflict of Interest. Consultant agrees, in compliance with Chapter 176 of the Texas Local Government Code, to complete and file Form CIQ with the City Secretary’s Office. For more information and to determine if you need to file a Form CIQ, please review the information on the City Secretary’s website at http://www.cctexas.com/government/city-secretary/conflict-disclosure/index. 13.11 Title VI Assurance. The Consultant shall prohibit discrimination in employment based upon race, color, religion, national origin, gender, disability or age. 13.12 Controlling Law. This Agreement is governed by the laws of the State of Texas without regard to its conflicts of laws. Venue for legal proceedings lies exclusively in Nueces County, Texas. Cases must be filed and tried in Nueces County and cannot be removed from Nueces County. 13.13 Severability. If, for any reason, any one or more Articles and/or paragraphs of this Agreement are held invalid or unenforceable, such invalidity or unenforceability shall not affect, impair or invalidate the remaining Articles and/or paragraphs of this Agreement but shall be confined in its effect to the specific Article, sentences, clauses or parts of this Agreement held invalid or unenforceable, and the invalidity or unenforceability of any Article, sentence, clause or parts of this Agreement, in any one or more instance, shall not affect or prejudice in any way the validity of this Agreement in any other instance. 13.14 Conflict Resolution Between Documents. Consultant hereby agrees and acknowledges if anything contained in the Consultant-prepared Exhibit A, Consultant’s Scope of Services, the Consultant’s response to the Request for Qualifications related to this project, or in any other document prepared by Consultant and included herein, is in conflict with Articles I-XIII of this Agreement (Articles), the Articles shall take precedence and control to resolve said conflict. [Signature Page Follows] DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Page 12 Rev. 20-2 CITY OF CORPUS CHRISTI LOCKWOOD, ANDREWS & NEWNAM, INC. ____________________________________ _____________________________________ Michael Rodriguez Date Steve Gilbreath, P.E. Date Chief of Staff 500 N Shoreline, Ste 500 Corpus Christi, TX 78401 (361) 882-2257 Office SAGilbreath@lan-inc.com APPROVED AS TO LEGAL FORM: ____________________________________ Assistant City Attorney Date ATTEST ____________________________________ City Secretary Date DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 6/12/2020 Contract for Professional Services EXHIBIT A SCOPE OF SERVICES DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Exhibit A- Scope of Work 4.1. Background On December 17, 2019, the City of Corpus Christi City Council passed an ordinance (# 031970) authorizing a navigable canal on North Beach in Corpus Christi, Texas. A copy of the Ordinance is attached. The attachment includes renderings of the navigable canal to include its location. Option #3 provides generally the intended navigable canal’s scope. 4.2. Scope of Work The Consultant will provide professional engineering services to design this canal. The work will be authorized in phases. Phase 1 will consist of the Consultant finalizing the navigable canal’s scope and project limits as well as determining if the navigable canal will be functional for its intended use of being navigable and of being a major drainage facility for the North Beach peninsula land area. Based on positive results of Phase 1 findings, there will be subsequent phase(s) that will generally include project pre-design, final design, right of way determinations, land acquisition determinations, utility relocations, construction cost estimates, permitting with various agencies, bid phase services and construction administration services. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Contract for Professional Services EXHIBIT A-1 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 500 N. Shoreline Blvd. Ste. 500 • Corpus Christi, Texas 78401 • 361.882.2257 • www.lan-inc.com May 19, 2020 Ms. Kim Baker Director of Contracts and Procurement City of Corpus Christi PO BOX 9277 Corpus Christi, Texas 78469-9277 Re: Proposal for North Beach Navigable Canal Project (Phase 1) Dear Ms. Baker, Based on our conversation on May 13th, 2020, this is our revised proposal for completing Phase I of the North Beach Navigable Canal project. Phase 1 will be an 6-month process consisting of LAN finalizing the navigable canal’s scope and project limits. LAN will investigate the project for its intended use of being navigable and of being a major drainage facility for the North Beach peninsula land area and produce a report summarizing our findings. Attachment A details the scope of services and fees required for this proposal and includes our personnel rates for this project. We propose to complete these services on a lump sum basis for total contract amount of $508,988.00. Please feel free to contact me at 713-821-0420 or by email at SAGilbreath@lan- inc.com, if you have any additional questions. Sincerely, Steve Gilbreath, PE Vice President Attachments: A – Scope of Services and Fee Estimate Cc: Jeffrey Edmonds, P.E. Director of Engineering Services Exhibit A-1 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 1 E12191- IDIQ Major Ditch Improvement North Beach Navigable Canal Phase I – Project Scoping Overview In December 2019, the City of Corpus Christi City Council passed an ordinance (# 031970) authorizing a $41 Million dollar project on North Beach in Corpus Christi, Texas to design and construct a navigable canal. It is LAN’s understanding that the work will be authorized in phases: Phase I – Project Definition - LAN will advance the concepts previously developed and finalize the navigable canal’s scope and project limits. Phase I objective is to investigate the project for its intended use of being navigable and a major drainage facility for the North Beach peninsula land area. The Basic and Additional Services required for Phase I are detailed below. NOTE: Phase II and III are not included in this proposal however below are the services we understand would be included in these future phases: Phase II – Project Costs and Feasibility – LAN will evaluate the costs associated with the improvements and continue to determine if the project is technically feasible and able to be completed on schedule. In support of evaluating the project costs and feasibility, the following services will be included on Phase II: • Advance the structural bulkhead concepts, including additional geotechnical engineering, preliminary sizing of the walls, anchoring, and stability analysis. • Additional coastal modeling for sedimentation / siltation considerations. • Develop a placement plan for dredged material • Utility Conflict Identification – LAN will identify existing utilities that may conflict with the proposed improvements, coordinate with third-party utilities, and determine potential conflicts that may bear costs on the proposed project. • Complete a Phase I Environmental Site Assessment (ESA) for the project. • Determine Project Costs & Additional Funding Opportunities Phase III – Preliminary Engineering – LAN will complete preliminary engineering services for the North Beach Navigable Canal improvement including but not limited to 30% design documents and utility conflict resolutions. Right-of-way and Real Estate support will be determined. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 2 Basic Services (Phase I - Project Definition) Phase I will consist of all efforts required to define the project limits: Task 100 – Project Management Services Task 101 – Perform Drainage Analysis & Advance Drainage Concepts Task 102 – Advance Concept of Canal Design Task 103 – Calculate Dredged Material Task 104 – Evaluate Traffic & Access Impacts Task 105 – Determine Regulatory Requirements Task 106 – Determine Real Estate Requirements Task 107 – Develop Phase I Report Task 100 – Project Management Services 1. Client Meetings & Communications a. Project Reporting (Monthly) – LAN will prepare up to six (6) monthly project status reports describing work completed, work to be performed, schedule, changes, and deliverables. b. Periodic Site Visits – up to five (5) site visits will be budgeted during the course of Phase I. Site Visits will take 1-2 hours and be attended by 2-3 engineers or field personnel. c. Kickoff Meeting – LAN will conduct one (1) kick off meeting with the client to discuss the clients’ vision for the project, scope of work, schedule, budget, change management plan, and deliverables. d. Progress Workshop – LAN will conduct one (1) progress workshop with the City to present results from the various analyses and modeling, conceptual designs/layouts and discuss opportunities and/or scope of project going forward. e. Phase I Presentation - LAN will conduct one (1) presentation to City Council to present results from the various analyses and modeling, conceptual designs/layouts and discuss opportunities and/or scope of project going forward. 2. Stakeholder Meetings In addition to the meetings with the client, it will be necessary for LAN to meet with the following stakeholders of the project during the course of Phase I – Project Definition. LAN will coordinate these meetings, provide meeting notes and minutes, and discuss the outcomes of these meetings with the client. LAN assumes up to two (1) one-hour meetings with each the following two (2) stakeholders: • US Army Corps of Engineers (USACE) • Texas Department of Transportation (TXDOT) Task 101 – Perform Drainage Analyses & Advance Drainage Concepts 1. Data Collection / Review Gather and review readily-available existing drainage / stormwater information on the North Beach area, including tidal data for Corpus Christi Bay, rainfall data, sea level rise data, construction documents from previous and/or ongoing roadway and drainage projects, prior DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 3 drainage reports, and LiDAR topographic data. This task also includes a review City of Corpus Christi Drainage Design Criteria and Standards. 2. Existing Conditions Hydrology & Hydraulics Analysis Analyze historical tidal records and storm surge levels and generally characterize tidal/surge influences in terms of tide/surge level versus likelihood of occurrence. Apply the LiDAR and topographic survey data to develop a preliminary 2D numerical model of stormwater flow in the North Beach area. Identify existing drainage systems and estimate peak runoff rates. Evaluate existing drainage systems in terms of capacity and level of service and identify capacity shortfalls. 3. Drainage Area Maps LAN will take the Option 3 drainage area maps from Urban Engineers and develop more detailed drainage area maps for North Beach that graphically represent the results of the hydrology and hydraulics analyses and peak runoff rates. LAN will include additional drainage improvement concepts and features necessary for the canal to serve as a major drainage canal for North Beach. 4. Conceptual Grading Plans LAN will utilize the drainage area maps to develop conceptual level grading plans focused on draining the right-of-way and areas surrounding the proposed navigable canal. Emphasis will be placed on determining those areas that will require to be raised to achieve positive drainage and prevent routine tidal influence and ponding. 5. Proposed Conditions Hydrology & Hydraulics Analysis LAN will develop a preliminary 2D numerical model of the proposed canal and storm drainage systems in the North Beach area and model the proposed drainage systems based on estimated peak runoff rates. Task 102 – Advance Concept of Canal Design 1. Data Collection / Review Gather and review readily-available existing site improvement and land-use information on the North Beach area, including long and short-range plans, area development plans, capital improvement plans including streets and utility master plans. This task also includes a review City of Corpus Christi Unified Development Codes. 2. Layout & Cross Sections LAN will take the Option 3 layout from the Urban Engineers report and advance that concept and develop a more detailed canal alignment. LAN will graphically show the alignment on a series of exhibits. LAN will also include up to three (3) cross sections of the proposed canal at key locations along the project. 3. Bulkhead Design The design and construction of the bulkhead wall requires a conceptual engineering analysis to ascertain the demand forces developed from soil pressure on the wall. Once the demand forces DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 4 are determined, these forces will be used to determine the conceptual capacity requirements for the bulkhead wall. LAN will use the geotechnical parameters developed by TWE within the bulkhead wall analysis and perform a conceptual-level bulkhead wall analysis to determine the requirements of the bulkhead wall. These requirements will include determining the conceptual sizing of the wall (wall thickness , location and sizing of the anchor wall (if required), size of the anchor and wale system and embedment depth. LAN will develop (1) cross-section for the bulkhead wall and has assumed this analysis will be performed once. LAN will prepare bulkhead wall exhibits (limited to 3) and provide a description to summarize the bulkhead wall design based on the result of this analysis. These items noted will be incorporated within the overall draft and final deliverable to the City. 4. Inlet / Outlet Location Determination As part of advancing the design of the proposed navigable canal, LAN will consider the most appropriate locations of the canal entrance and exit to Corpus Christi Bay. This task will be completed in conjunction with the water quality modeling and be iterative in nature with the intent to optimize the location for navigability and drainage. 5. Determine Constructability & Project Phasing LAN will identify any construction related concerns and opportunities and determine the constructability of the navigable canal project. Included as part of this task will be recommendations for phasing the project based on cost, regulatory factors, and on-going and planned adjacent construction projects. Task 103 – Calculate Dredged Material LAN will utilize LIDAR and topographic data collected as part of this scope and calculate dredging quantities based on a navigable canal depth of 10-foot. Task 104 – Evaluate Traffic & Access Impacts 1. Data Collection Gather readily-available existing roadway and US181 / Harbor Bridge project information relevant to the North Beach area, including traffic studies, construction documents from previous and/or ongoing roadway projects, prior reports, and other traffic count data. 2. Coordinate with TXDOT / Develop Alternatives After collecting data from TXDOT, LAN will coordinate with the agency and the Harbor Bridge developer to assess traffic and access impacts of the proposed North Beach Canal project and discuss alternatives (up to two (2) alternatives) that may improve access and trafficability between the two projects. This coordination is above and beyond the initial stakeholder meetings and includes additional collaboration between LAN and TXDOT, necessary to develop the alternatives. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 5 3. Review of Existing Plans / Develop Impact Statements Once data are collected and alternatives are discussed with TXDOT, LAN will review the existing plans and alternatives and develop impact statements for each alternative including feasibility, advantages/disadvantages, and impacts to North Beach businesses, residents, and visitors. 4. Conceptual Transportation Improvement Plans In addition to the impact statements developed above, LAN will provide conceptual level transportation improvement exhibits for each alternative. Task 105 – Determine Regulatory Requirements LAN will coordinate with a third-party subconsultant (BioWest) to determine the regulatory requirements related to the project. LAN will assist Bio-West with the initial coordination with the permitting authorities and assist with any desktop assessments necessary and field verifications to determine potential impacts to wetlands located in or near the project area. Results and findings from the subconsultants will be included in the Phase I Report. Task 106 – Determine Real Estate Requirements LAN will perform a desktop study of the property boundaries within the project area to determine ownership and assess the proposed canal alignment conflicts with those properties. Additionally, included in this assessment will be surrounding properties that will be affected by improvements to the surface transportation network necessary for the proposed canal improvements and preliminary determinations of any phasing that may be required with respect to property acquisition. LAN will document those properties in a table and provide preliminary parcel maps for each of those properties. Assumptions / Clarifications This scope does NOT include performing abstracting, certified appraisals, negotiating the price and terms of property transactions, or final parcel maps for property acquisition purposes. Task 107 – Develop Phase I Report 1. Draft Report LAN will complete a Draft Report that includes the results and determinations made in the tasks above. The report will document the findings of the analyses, the navigable canal’s scope and project limits, and summarize the projects’ utilization as a navigable canal and major drainage facility for the North Beach peninsula land area. Prior to developing the report, LAN will facilitate a Project Review Workshop, to present results from the various analyses and modeling, conceptual designs/layouts and discuss opportunities and/or concerns going forward. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 6 2. Final Report - LAN will receive review comments from the client and incorporate those into a final, signed, and sealed report. Additional Services The following additional services will be necessary to support the development and completion of the Basic Services performed during Phase I of this project, Additionally, the work completed will be utilized for future phases of this project, including pre-design, design, bid, and construction. Task 201 – Geotechnical Engineering Task 202 – Environmental Services Task 203 – Survey Services Task 204 – Coastal Modeling Task 205 – Data Collection & Modeling Support (Harte Research Institute) Task 201 – Geotechnical Engineering (Sub-Consultant) Includes performing necessary field work and developing a geotechnical report documenting the basis for all geotechnical parameters, discussing boring log findings, and incorporating geotechnical findings into and engineering analysis report. See attached sub-consultant proposal (Tolunay-Wong Engineers, Inc. P20-C036). Task 202 – Environmental Services (Sub-Consultant) Includes initial coordination with agencies and desktop assessments with limited field verifications to determine the regulatory and environmental permitting requirements for the project. See attached sub- consultant proposal (Bio-West, dated May 14th, 2020). Task 203 – Survey Services (Sub-Consultant) Includes performing necessary field work and development of maps documenting the topography, location, and boundaries within the project area and incorporating these documents into the project design documents. Task 204 – Coastal Modeling LAN will conduct Water Quality (WQ) modeling to help understand the exchange between the proposed canal and the bay and to evaluate if any unfavorable WQ condition may occur in various design alternatives. We propose to use CE-QUAL-W2 (Corps of Engineers-Quality-Width Averaged 2D) for the WQ modeling. 1. Data Collection and Review - Data to be collected and reviewed will include the following: • Proposed design of the North Beach Canal including cross sections and layout. • Water level and temperature from NOAA tide station at USS Lexington. • Meteorological observations (air and dew point temperatures, wind speed and direction, cloud cover) at nearby airports from NOAA National Centers for Environmental Information (NCEI). Air temperature is also available at the NOAA tide station. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 7 • Any expected inflows (flows and constituent loads) into the canal. • WQ data from the TCEQ Surface Water Quality Monitoring (SWQM) program. • Model parameters—Since this is a new canal, model parameters will be based on similar waterbodies 2. CE-QUAL-W2 Model Setup - The data collected will be processed to set up WQ model geometry and input files. This task will involve the following effort: • Determination of model segmentation, • Preparation of geometry file, • Preparation of meteorological file, • Preparation of boundary condition files, and • Preparation of model control file. 3. CE-QUAL-W2 Model Application - The developed CE-QUAL-W2 model will be used to evaluate the following design alternatives and conditions that represent worse-case WQ scenarios with less tidal exchange and higher temperature: • Canal depth of ten feet. • Opening at the north end of the canal (Rincon) and opening to the beach (Bay). • Average tide condition and neap tide conditions. • Summer air and water temperature. Assumptions / Clarifications The water level data at USS Lexington will be reviewed to select a typical period of average tide and a typical period of neap tide. LAN also proposes to work with the Harte Research Institute (HRI) to develop water level boundary conditions (time series) by using the HRI’s AD-CIRC or DELFT 3D model for incorporation into the CE-QUAL-W2 models. LAN will also develop boundary and initial conditions of the WQ model using the water sampling results to be conducted by Bio-West as well as available historical data obtained from TCEQ/SWQM. In both cases the WQ modeling period will be selected under hot summer and relatively calm weather. These conditions are more likely to produce unfavorable WQ conditions. The following four scenarios will be simulated for different combinations of the above alternatives and tide conditions: Scenario Opening to the bay Tide condition 1 Rincon Average 2 Rincon Neap 3 Bay Average 4 Bay Neap The following WQ constituents will be simulated: • Water temperature, DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 8 • Salinity, • Dissolved oxygen, • Total suspended solids, • Carbonaceous biochemical oxygen demand, • Nutrients (nitrogen and phosphorus), and • Chlorophyll a. Each scenario will involve simulating a spin up period to establish an equilibrium initial condition. Then, the CE-QUAL-W2 model will be executed for a set number of days using observed tide and meteorological data. The model output will then be processed and evaluated. The model results will be used to support the evaluation and selection of design alternatives. 4. Sensitivity Analysis - To evaluate the sensitivity of CE-QUAL-W2 model parameters on the results of simulating the proposed canal, up to five key model parameters will be changed (+/-20%) one at a time. Statistics of model results will be summarized and reviewed to evaluate the model’s sensitivity to the parameters. This analysis will increase the confidence level and provide a better understanding of the modeling results. The sensitivity analysis will be performed for no more than two scenarios that are the most preferred designs. Task 205 – Data Collection and Modeling Support (Harte Research Institute) See attached sub-consultant proposal (Harte Research Institute, dated May 18th, 2020). 1. Hydrodynamic modeling support - This task will generate hydrodynamic boundary conditions and provide a 2D, xyz grid for use in a CMS-Flow model. HRI will calculate water level and current velocity boundary conditions for neap and average tide conditions occurring over a 1-month long time series using HRI’s Delft3D model of Corpus Christi Bay. The Delft3D model runs on Texas A&M – Corpus Christi’s High-Performance Computing system. HRI will also create a 2D xyz grid needed to build the CMS-Flow model. The grid will merge existing bathymetric data along North Beach with the xyz data in the Delft3D model. 2. Data collection support - HRI will assist in the effort to collect pertinent datasets and technical reports. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 9 Summary of Fees: LAN proposes to complete Phase I of this project on a lump sum basis for a total contract amount $508,988.00. The following table summarizes the fees associated with each task under this proposal: Task Proposed Fee Task 100 – Project Management Services $ 52,035.00 Task 101 – Perform Drainage Analysis & Advance Drainage Concepts $ 105,156.00 Task 102 – Advance Concept of Canal Design $ 90,228.00 Task 103 – Calculate Dredge Material $ 9,331.00 Task 104 – Evaluate Traffic & Access Impacts $ 36,359.00 Task 105 – Determine Regulatory Requirements $ 3,912.00 Task 106 – Determine Real Estate Requirements $ 25,000.00 Task 107 – Develop Phase 1 Report $ 51,164.00 Total Basic Services $ 373,185.00 Task 201 – Geotechnical Services $ 16,180.00 Task 202 – Environmental Services $ 13,990.00 Task 203 – Survey Services $ 15,000.00 Task 204 – Coastal Modeling $ 63,150.00 Task 205 – Data Collection & Modeling Support (HRI) $ 27,483.00 Total Additional Services $ 135,803.00 Phase I Total $ 508,988.00 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 10 Project Schedule: The following table summarizes the fees associated with each task under this proposal: Task Duration (weeks) Begin (week) End (week) Notice to Proceed - 0 0 Task 100 – Project Management - 0 24 Task 202 – Environmental Services - 1 Task 105 – Determine Regulatory Requirements - 1 Task 203 – Survey Services 4 1 5 Task 104 – Evaluate Traffic & Access Impacts 4 2 6 Task 101 – Perform Drainage Analysis & Advance Drainage Concepts 10 5 15 Task 201 – Geotechnical Services 4 1 5 Task 204 – Coastal Modeling 8 5 13 Task 205 – Modeling Support - 5 13 Task 102 – Advance Concept of Canal Design 8 12 20 Task 103 – Calculate Dredged Material 1 20 21 Task 106 – Determine Real Estate Requirements 2 19 21 Task 107 – Develop Phase I Report 4 21 24 Total Duration 24 weeks DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 11 Labor Rates: The following are LAN’s labor rates for the personnel assigned to this project: Personnel Rate / Hr Principal-in-Charge / Regulatory Support $ 267.00 Senior Project Manager $ 240.00 Quality Control Manager $ 210.00 Structural Task Leader $ 222.00 Senior Coastal Modeler $ 240.00 Coastal Modeler $ 195.00 Drainage Task Leader $ 196.00 Construction Engineer $ 202.00 Structural Engineer $ 178.00 Engineer V $ 178.00 Senior Designer $ 149.00 Engineer III $ 148.00 Drainage Engineer $ 148.00 Engineer I/II $ 115.00 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Houston • Dallas • Corpus Christi • La Porte • Beaumont • Lake Charles • Baton Rouge • New Orleans Page 1 of 5 826 South Padre Island Drive • Corpus Christi, Texas 78416 • Phone: (361) 884-5050 May 18, 2020 Mr. Joseph Scarborough, P.E. LAN 2925 Briarpark Drive, Suite 400 Houston, TX 77042 (713) 266-6900 email: JEScarborough@lan-inc.com Ref: Revised Proposal for Geotechnical Engineering Services Corpus Christi North Beach Project Corpus Christi, Texas TWE Proposal No.: P20-C036R1 Dear Mr. Scarborough, Tolunay-Wong Engineers, Inc. (TWE) is pleased to submit this revised proposal to provide geotechnical engineering services for the referenced project. This proposal presents a general description of the project, our proposed scope of services to be provided, and the estimated cost for completion of our services associated with the project. Project Overview The project involves improvement of the North Beach development in Corpus Christi, Texas . The improvements include elevation of the development along with addition of a major drainage canal and drainage outfalls and construction of new streets/roadways. The general site location for the project is shown on the attached Option 3 Drainage Map provided by LAN. Geotechnical Scope of Services We will provide the personnel, equipment and materials necessary to complete the requirements of our scope of services. Our scope of services can be categorized into three major areas: field program, laboratory testing, and engineering analysis/report preparation. The purpose of our geotechnical services will be to provide the geotechnical information needed to assist the Client in the preliminary design of the new drainage canal and new streets/roadways. Field Program As requested for the revised scope of services, the subsurface conditions at the site will be explored by performing two (2) test borings, each extended to a depth of 50-ft below the natural ground surface. The test boring locations will be near the south and north segments of the proposed alignment for the new drainage canal and streets . The soil boring locations will be identified by TWE and surveyed using a hand-held global positioning system (GPS) device. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE May 18, 2020 TWE Proposal No. P20-C036R1 Houston • Dallas • Corpus Christi • La Porte • Beaumont • Lake Charles • Baton Rouge • New Orleans Page 2 of 5 We anticipate underground utilities and pipelines could be of concern at the site location. Our field personnel will work with appropriate personnel to identify and avoid known underground utilities. We will also notify the Texas 811 One Call System prior to the commencement of our field program for clearance of subsurface utilities within the project site. Our field personnel will have the appropriate safety training and will be equipped with the required personal protective equipment. Our services will be under the direction of a Professional Engineer experienced in geotechnical engineering. Our test borings will be logged by an experienced geotechnician. The borings will be advanced using auger methods or until borehole conditions require the use of wash-rotary drilling methods. Geotechnical drilling and sampling will be performed in accordance with ASTM International standards. Samples will be obtained at 2.5-ft depth intervals to a depth of 10-ft, at the 13-ft to 15-ft depth interval, and at 5-ft depth intervals thereafter until the boring completion depths are reached. Fine-grained, cohesive soils will be sampled using pushed, thin-walled Shelby tubes with an inside diameter of 2.87-in. Our geotechnician will conduct field strength measurements using a pocket penetrometer or hand torvane device on each cohesive soil sample recovered. The samples will be wrapped in foil, placed in moisture sealed plastic bags and handled to minimize disturbance prior to transport to our laboratory. Where coarse-grained, cohesionless and semi-cohesionless soils are encountered, sampling will be performed using standard penetration test (SPT) methods. Our geotechnician will monitor the driving resistance and record blow counts while performing the SPTs. The disturbed samples from the SPT sampling will be placed in moisture sealed plastic bags and delivered to our laboratory. The test borings will be backfilled with auger cuttings and bentonite chips. Any leftover cuttings will be scattered around the boring locations. Laboratory Testing Selected samples from the soil borings will be used for laboratory testing. Our laboratory testing program will include properties such as moisture content, unit weight, various shear strength tests (unconfined compression strength, unconsolidated-undrained triaxial compression strength, and consolidated-undrained triaxial compression strength with pore water pressure), crumb dispersion, one-dimensional, incremental loading consolidation, Atterberg Limits, and grain size distribution. Engineering Analysis/Report Preparation Engineering analysis will be conducted utilizing the information collected during our field program and laboratory testing services. Analyses will include preliminary global stability of canal bulkhead wall, analysis of anchor wall system, soil parameters for bulkhead wall analysis, pavement sections, and erosion considerations neat the mudline. We will also provide earthwork discussions for the project. We will present the results and findings of our geotechnical services in a written report. Electronic and hard copies of our final report will be issued to the Client as requested. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE May 18, 2020 TWE Proposal No. P20-C036R1 Houston • Dallas • Corpus Christi • La Porte • Beaumont • Lake Charles • Baton Rouge • New Orleans Page 3 of 5 Our final report will include the following: a. Summary of field and laboratory tasks; b. Discussion and conclusions of our findings including: i. Project site conditions; ii. Subsurface soil and groundwater conditions; iii. Boring logs presenting tabulated field and laboratory test results; c. Preliminary geotechnical recommendations including drivability of concrete sheet piling; global stability of canal bulkhead wall for determination of allowable safety factor, design of anchor wall system for canal bulkhead wall including passive resistance on the anchor wall and location of anchor wall behind main wall, design profile and soil parameters for bulkhead wall analysis; d. Guidance for erosion susceptibility/characteristics of soils near the mudline of the sheet piles based on cross section provided by LAN will be provided; e. Preliminary geotechnical design recommendations for flexible (asphalt) and rigid (concrete) pavement sections including subgrade preparation and required component thicknesses. The information as requested by LAN in their Geotechnical Scope of Work will be provided; f. Geotechnical guidance will be provided regarding erosion/scour susceptibility; and, g. Geotechnical recommendations including subgrade preparation, excavation considerations, fill and backfill placement, and overall quality control monitoring, inspection and testing services. Schedule Upon authorization, our field program can typically commence within five (5) working days depending on our current schedule, site access, weather contingencies and subsurface utility clearance. We anticipate the field program will take one (1) day to complete with laboratory testing beginning as soil samples are returned to the laboratory. We anticipate being able to complete all laboratory testing within one (1) to two (2) weeks after completion of the field work. Engineering analysis and preparation of our draft report will require two (2) to three (3) weeks after all laboratory testing is completed. A final report will be available within one (1) week of receiving comments on the draft report from LAN. We anticipate an overall project duration of five (5) to seven (7) weeks from notice to proceed to completion of our final report. During this time, we will communicate with the Client and provide preliminary information as needed to avoid delays in the overall project schedule. Estimated Cost The estimated cost associated with our geotechnical services for this project is presented below. Every reasonable effort will be made to stay within this proposed budget. Should unforeseen conditions or situations occur that are beyond the control of TWE, we will not exceed this lump sum amount without prior approval from the Client. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE May 18, 2020 TWE Proposal No. P20-C036R1 Houston • Dallas • Corpus Christi • La Porte • Beaumont • Lake Charles • Baton Rouge • New Orleans Page 4 of 5 Description Unit Quantity Rate Extension Field Program 1 Project Setup/One Call/Coordination lump sum 1 $400.00 $400.00 2 Mobilize and demobilize truck mounted drilling equipment lump sum 1 $1,600.00 $1,600.00 3 Drilling, sampling, personnel, & equipment day 1 $2,300.00 $2,300.00 4 Grouting materials foot 100 $3.00 $300.00 5 Drill Crew Per Diem day 1 $275.00 $275.00 6 Senior Field Geotechnician day 1 $750.00 $750.00 7 Standby time for delays beyond our control hour as expended $230.00 as expended Laboratory Testing 8 Moisture Content/Visual Classification ea 10 $20.00 $200.00 9 Atterberg Limits ea 5 $50.00 $250.00 10 Percent Finer Than No. 200 Sieve ea 10 $50.00 $500.00 11 Unconfined Compressive Strength ea 2 $50.00 $100.00 12 Unconsolidated Undrained Triaxial Shear Strength ea 3 $60.00 $180.00 14 Crumb Dispersion ea 2 $40.00 $80.00 15 Consolidated-Undrained Triaxial Compression with Pore Water Pressure ea 2 $1,000.00 $2,000.00 16 One-Dimensional Incremental Loading Consolidation with intermediate rebound and reload ea 1 $500.00 $500.00 Engineering Analysis/Report Preparation 17 Geotechnical Consultant hour 4 $180.00 $720.00 18 Project Manager - Geotechnical hour 10 $160.00 $1,600.00 19 Project Professional hour 36 $110.00 $3,960.00 20 Computer-Aided Draftsman hour 4 $75.00 $300.00 21 Administrative Support hour 3 $55.00 $165.00 Total Cost Estimate $16,180.00 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE May 18, 2020 TWE Proposal No. P20-C036R1 Houston • Dallas • Corpus Christi • La Porte • Beaumont • Lake Charles • Baton Rouge • New Orleans Page 5 of 5 Closing If this proposal is acceptable, please sign and date below and return it to us. Receipt of the executed proposal will serve as authorization to us to proceed with the services. If you have any questions regarding this proposal, please contact us at (361) 884-5050. We appreciate your consideration for this project and we look forward to working with you on this project. Sincerely, TOLUNAY-WONG ENGINEERS, INC. Texas Board of Professional Engineers Firm Registration Number F -000124 Don R. Rokohl, P.E. Branch Manager DRR/drr Signature: ____________________________________ Name: ____________________________________ Company: ____________________________________ Date: ____________________________________ DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE BIO-WEST, INC. AGREEMENT FOR CONSULTING SERVICES THIS AGREEMENT is by and between, Lockwood, Andrews, and Newnam, Inc. (LAN), hereinafter called “the CLIENT,” and BIO-WEST, Inc. (BIO-WEST), 1063 West 1400 North, Logan, UT, 84321; hereinafter called BIO-WEST, who agree as follows: 1. DECLARATIONS. The CLIENT DESIRES TO ENGAGE BIO-WEST to provide consulting services that may include environmental, technical, and other related services in connection with CLIENT’S project (LOCATION) described as follows: City of Corpus Christi North Beach Navigable Canal Project, Corpus Christi, Nueces County, Texas. BIO-WEST will complete this project on a LUMP SUM, FIXED FEE BASIS, as stated and described in the attached Scope of Work. BIO-WEST has submitted a proposal and fee schedule to CLIENT, a copy of which is attached and made a part hereof for services, which fee schedule is acceptable to CLIENT. 2. SCOPE OF WORK. BIO-WEST shall provide consulting services that may include environmental, technical, and other related services for the above-referenced LOCATION in accordance with the attached Proposal and Standard Terms and Conditions made a part of this agreement. 3. COMMENCEMENT AND COMPLETION. The work covered by this Contract shall commence on or before the 30th day of May, 2020. 4. AUTHORIZATION. This agreement is not binding upon BIO-WEST until it is signed by a duly authorized officer. EXECUTED THIS _____ day of _____________________, 20__. By __________________________________________________________ Client Name (print or type) Title By __________________________________________________________ Client (signature) By __________________________________________________________ BIO-WEST, Inc. (signature) Title Attached: Scope of Work dated May 14, 2020 Project Site Exhibit BIO-WEST 2020 Standard Terms and Conditions DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 1018 Frost Street • Rosenberg, Texas 77471 • 832.595.9064 May 14, 2020 Mr. Joseph E. Scarborough, PE Market Segment Leader, Port and Coastal Services Lockwood, Andrews, & Newnam, Inc. 2925 Briarpark Drive, Suite 400 Houston, TX 77042-3720 Re: Request for Environmental Support Services Proposed City of Corpus Christi North Beach Navigable Canal Project Corpus Christi, Nueces County, Texas Dear Mr. Scarborough: BIO-WEST, Inc. (BIO-WEST) is pleased to provide the following scope of work and cost estimate for environmental support for the proposed City of Corpus Christi’s (the City’s) proposed North Beach Navigable Canal Project (“the project”) in Corpus Christi, Nueces County, Texas. For this project, BIO-WEST understands that the City intends to construct a navigable canal between Timmons Boulevard (Blvd) and Surfside Blvd in the North Beach area of Corpus Christi with a tidal entrance channel near Bushick Place and Steward Place. BIO-WEST also understands that although the primary purpose of this project is to alleviate drainage and floodplain issues in this neighborhood, the project as proposed also has the potential positively impact economic development in the area. To support this effort, BIO-WEST proposes to assist the project team with the identification of potential environmental concerns (wetlands/waters, protected species, marine resources, cultural resources, etc.), that may result from the project. BIO-WEST understands that on Lockwood, Andrews, & Newnam, Inc. (LAN) is the Engineer of Record for this project, and will be representing the City, the permit applicant and end client. Project site figures depicting the project area and footprint are attached for reference. Based on communication with LAN, BIO-WEST proposes to use a phased approach to this project. This scope of work includes services related to Phase I: Initial Coordination and Desktop Assessments with Limited Field Verifications. BIO-WEST anticipates providing a separate proposal at a later date for services related to Phase II: Formal Surveys and Permitting. For ease of understanding, this proposal is organized according to Technical Approach, Schedule, Cost Estimate and Conditions of Engagement, Assumptions, and Summary. TECHNICAL SCOPE – PHASE I Task 1: Initial Coordination with Agencies and Stakeholders To kick-off the project and assist with future permitting efforts, BIO-WEST will coordinate one in-person meetings with LAN, the City, and the United States Army Corps of Engineers (USACE) Corpus Christi Field Office as a pre-application in Corpus Christi, Texas or with Joint Evaluation Meeting (JEM) with the entire Interagency Review Team (IRT) in Galveston, Texas to facilitate project progress and navigate potential permitting approvals. For this meeting, BIO-WEST will provide all necessary paperwork (agenda, meeting minutes, etc.), maps, and exhibits to assist both agencies and stakeholders in understanding the project’s goals and objectives. BIO-WEST will also coordinate up to three teleconference meetings internally for this project between BIO-WEST, LAN, and the City to ask questions, solicit feedback, and receive project information and updates for the necessary permit approvals. BIO-WEST assumes up to three rounds of comments and DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Lockwood, Andrews, & Newnam, Inc. Request for Environmental Support Services Proposed City of Corpus Christi North Beach Navigable Canal Project Corpus Christi, Nueces County, Texas May 14, 2020 Page 2 1018 Frost Street • Rosenberg, Texas 77471 • 832.595.9064 summary memos may be needed for this effort, for inclusion into LAN’s Preliminary Engineering Report (PER) on the project. During and following each meeting or teleconference, BIO-WEST will assist LAN and the City team with design, organization, and permitting strategies for all aspects of the project, including dredge and fill scenarios, dewatering and entrapment issues, and potential hazardous materials sampling plans, analysis, handling, and disposal. BIO-WEST will assist LAN and the City in proactively addressing issues and agency requirements as well as preparing conceptual plans and outlines, meeting minutes, and agendas to address agency and stakeholder comments and answer any pertinent questions prior to any formal permitting effort. Throughout this phase, BIO-WEST will provide the necessary experienced personnel to manage the project and meet all of LAN’s needs. To facilitate project completion, BIO-WEST will provide a single point of contact to LAN for the purposes of project interface, budget tracking and forecasts, project updates, and scheduling. BIO-WEST’s Project Manager will provide project updates, field data, and progress reports on a regular schedule through both telephone and email correspondence. BIO-WEST’s Project Manager will assume the role of QA/QC and will participate in iterative review and revision of project data, documentation, permits, and agency submittals at the direction of LAN. Task 2: Desktop Assessment and Limited Field Verification BIO-WEST will conduct a desktop review and evaluation of the proposed project site for potential waters of the United States, including wetlands and other special aquatic sites (WOTUS), threatened and endangered species, and cultural resources. BIO-WEST will perform a background and literature review of the project area, evaluating the following items: • Potential jurisdictional wetland/water bodies regulated by the USACE • Section 10 Navigable Waters • Federal Emergency Management Agency (FEMA) Flood Insurance Rate Maps (FIRMs) • United States Fish and Wildlife Service (USFWS) National Wetland Inventory (NWI) imagery • National Hydrography Dataset (NHD) imagery • Current and Historical Aerial Imagery • LIDAR and current United States Geological Society (USGS) Topographic Quadrangle Maps • State-specific resource maps (sensitive watersheds, protected habitat, etc.) • USFWS Information for Planning and Conservation (IPaC) tool • USFWS Environmental Conservation Online System (ECOS) mapper • Texas Parks and Wildlife Department (TPWD) Natural Diversity Database (NDD) • Texas State Historic Preservation Office (SPHO) and Texas Historical Atlas (THA) records Following the desktop evaluation, BIO-WEST will conduct one, two-day limited field verification of the project site to provide a cost savings for the project. This field visit will include photo-documenting the project site and evaluating the potential for impacts to WOTUS, protected species, and aboveground cultural or historical resources from any proposed development. While this task is not intended to act as a formal field survey for any of these resources, BIO-WEST will verify the results of the desktop assessment versus existing field conditions. Additionally, at the request of LAN, BIO-WEST will collect up to two water quality samples from the water column within wading or small craft distance of the mean high tide (but outside of the surf zone) to test for turbidity and suspended solids. BIO-WEST will coordinate with LAN and an accredited laboratory on the sample kits and collect both samples during the field work. BIO-WEST will deliver the DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Lockwood, Andrews, & Newnam, Inc. Request for Environmental Support Services Proposed City of Corpus Christi North Beach Navigable Canal Project Corpus Christi, Nueces County, Texas May 14, 2020 Page 3 1018 Frost Street • Rosenberg, Texas 77471 • 832.595.9064 samples back to the lack and have them tested for Total Suspended Solids (TSS) and supply the results to LAN. Once complete, BIO-WEST will produce one environmental review letter report focusing on the project site referenced in this scope. The cultural resource portion of this review report will be overseen by a qualified cultural resource firm. The letter report will include maps, figures, and other pertinent information to assist LAN and the City in understanding development constraints on the project site related to WOTUS, protected species, and cultural resources. After one round of comments are incorporated in the initial draft report, BIO-WEST will provide a final copy to LAN and the City to use for planning and permitting purposes. SCHEDULE BIO-WEST will start coordinating schedules and meetings within two weeks of receiving notice to proceed. Following each meeting, BIO-WEST will provide input on LAN’s meeting minutes for participant review within one week. The remainder of the project schedule will be set as coordination with agencies and stakeholders progresses. ASSUMPTIONS BIO-WEST made the following assumptions in the development of this scope of work: • This proposal is inclusive of all effort, manpower, equipment, and cost required to complete the referenced scope of work. • BIO-WEST assumes up to three rounds of comments may be needed prior to the final production of materials for Task 1 meetings and teleconferences. • BIO-WEST assumes one in-person meeting will be required for this scope of work. • BIO-WEST assumes up to three teleconferences internally between BIO-WEST, LAN, and the City will be required for this scope of work. • BIO-WEST assumes that each in-person meeting or teleconference will have a preparation component and that each in-person meeting will require up to one day for travel and meeting time. • BIO-WEST will be provided with site access to all properties within the subject property during normal business hours. • If the results and findings indicate the need for further study beyond the scope of work specifically referenced herein, BIO-WEST will notify LAN of the conditions of concern and recommendations for revised services, and additional costs and request a change order. • Only one, two-day limited field verification is included in this proposal for Task 2. No formal surveys or permitting are proposed as part of this proposal. • BIO-WEST will collect two water quality samples during field efforts to test for TSS in the water column. If additional sampling is required, BIO-WEST can perform this under a separate scope of work and cost estimate. COST ESTIMATE AND CONDITIONS OF ENGAGEMENT BIO-WEST proposes to provide the aforementioned services for the following fixed fee, lump sum prices below based on a breakdown by task in Table 1. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Lockwood, Andrews, & Newnam, Inc. Request for Environmental Support Services Proposed City of Corpus Christi North Beach Navigable Canal Project Corpus Christi, Nueces County, Texas May 14, 2020 Page 4 1018 Frost Street • Rosenberg, Texas 77471 • 832.595.9064 Table 1: Cost Estimate by Task Task Fee Task 1: Initial Coordination with Agencies and Stakeholders $6,040.00 Task 2: Desktop Assessments and Limited Field Verifications $7,950.00 Total $13,990.00 This cost is an estimate based upon project knowledge and our current 2020 standard billing rates. The information presented is intended to assist with environmental permitting needs (i.e. Section 404/10 of CWA/RHA, Section 106 of NHPA, etc.) and provide additional support for project planning. SUMMARY AND CONDITIONS OF ENGAGEMENT To accept this cost estimate, please sign and date the attached BIO-WEST Agreement for Consulting Services, and return an electronic copy to BIO-WEST. Acceptance of this proposal, in whole or part, entails acceptance of BIO-WEST’s attached Standard Terms and Conditions. This proposal is valid for 60 days from the date above. BIO-WEST greatly appreciates the opportunity to provide this scope of services and cost estimate. If you have any questions or would like any additional information, please feel free to contact me at (832) 595-9064 or mchastain@bio-west.com. Sincerely, Matthew Chastain, PWS Project Manager/Ecologist cc: Lars Zetterstrom, Lockwood, Andrews, and Newnam, Inc. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE BIO-WEST, INC. STANDARD TERMS AND CONDITIONS 2020 AGREEMENT FOR SERVICES ARTICLE 1. SERVICES BIO-WEST will: 1.1 Act for the CLIENT in a professional manner, using the degree of care and skill ordinarily exercised by and consistent with the standards of competent consultants practicing in the same fields and a similar locality of LOCATION. 1.2 Provide only those services that, in the opinion of BIO-WEST, lie within the technical or professional areas of expertise of BIO-WEST and which BIO-WEST is adequately staffed and equipped to perform. 1.3 Perform all technical services under the general direction of a corporate principal and in substantial accordance with the basic requirements of the appropriate standards designated by the CLIENT. 1.4 Consider all reports to be the confidential property of CLIENT and distribute reports only to those persons, organizations, or agencies specifically designated in writing by the CLIENT or authorized representative, or as required by law. 1.5 Retain all pertinent records relating to the services performed for a period of 3 years following submission of the report. During this period, the records will be made available to the CLIENT at all reasonable times. 1.6 Submit copies of a complete preliminary draft of the report for review and comment by the CLIENT prior to the preparation and submittal of the final draft of the report. 1.7 Submit the report at the conclusion of the study and cover in reasonable detail each area outlined in the Exhibits. ARTICLE 2. CLIENT’S RESPONSIBILITIES The CLIENT (or authorized representative) will: 2.1 Provide BIO-WEST full information regarding the characteristics, history, and operations on LOCATION, including structure(s), existing underground utilities and facilities, legal and regulatory background, and other information necessary for the proper performance of BIO-WEST. BIO-WEST will not be liable for damages or injury arising from damage to existing underground utilities, structures, hazardous wastes, or other materials that are not called to BIO-WEST’s attention and correctly shown on the plans furnished. The CLIENT agrees to defend, indemnify, and save BIO-WEST harmless from all claims, suits, losses, costs, and expenses, including reasonable attorney’s fees, as a result of personal injury, death, or property damage occurring with respect to BIO-WEST’s performance of its work and resulting to or caused by contact with subsurface or latent objects, structures, lines, or conduits where the actual or potential presence and location thereof were not revealed to BIO-WEST by the CLIENT. 2.2 Furnish right of entry onto LOCATION for BIO-WEST to make necessary field studies. BIO-WEST will endeavor to minimize damage to the land but makes no guarantee to restore the site to its original condition unless a separate agreement is made for such restoration, in which case BIO-WEST shall add the cost of restoration to the fee for LOCATION. 2.3 Designate in writing those persons, organizations, or agencies to be contacted in the event conditions are revealed during the execution of BIO-WEST’s study that would require possible alteration of the study. 2.4 The CLIENT shall pay all costs incurred by BIO-WEST in defending itself against the claim, including but not limited to personnel-related costs, attorney’s fees, court costs, and other claim-related expenses, in the event that the CLIENT makes a claim against BIO-WEST, at law or otherwise, for any alleged error, omission, or other act arising out of the performance of BIO-WEST’s services, and the CLIENT fails to prove such claim upon final adjudication. ARTICLE 3. GENERAL CONDITIONS 3.1 BIO-WEST, by the performance of services covered hereunder, does not in any way assume, abridge, or DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE abrogate any of those duties, responsibilities, or authorities with regard to LOCATION customarily vested in any other agencies or authorities. 3.2 BIO-WEST shall not be responsible for acts or omissions of any party or parties involved on LOCATION or the failure of any contractor or subcontractor to operate in accordance with recommendations contained in any correspondence or verbal recommendation issued by BIO-WEST. 3.3 This agreement may be terminated by either party by sending 30 day written notice. If this agreement is terminated by CLIENT, BIO-WEST shall be paid in full for all services performed through the termination date, plus five percent (5%) of all sums for work not yet performed as liquidated damages, and the client shall be provided with a complete report of the results of tests and analysis conducted prior to termination following receipt of payment. 3.4 Neither the CLIENT nor BIO-WEST may delegate, assign, or transfer their duties or interest in this agreement without the written consent of the other party. ARTICLE 4. INSURANCE 4.1 A. BIO-WEST shall maintain the following insurances during the term of this Contract: TYPE OF COVERAGE POLICY LIMITS Workers’ Compensation: * Workers’ Compensation Statutory * Employers’ Liability $1,000,000 Commercial General Liability $1,000,000 per each occurrence. $3,000,000 general aggregate. Business Automobile Liability $1,000,000 combined single limit, per occurrence. Professional Liability $1,000,000 per occurrence on a claims-made basis. If the CLIENT desires additional coverage, any additional premium is to be paid by the CLIENT. 4.2 Upon reasonable request, BIO-WEST shall furnish the CLIENT with satisfactory evidence that all insurance required to be carried by it hereunder is in full force and effect and such insurance will not be canceled or materially altered prior to the expiration of 30 days following delivery to the CLIENT of notice of any such cancellation or alteration. ARTICLE 5. WARRANTY AND LIMITATION OF PROFESSIONAL LIABILITY 5.1 THE ONLY WARRANTY OR GUARANTEE MADE BY BIO-WEST IN CONNECTION WITH SERVICES PERFORMED UNDER THIS AGREEMENT IS THAT SUCH SERVICES ARE PERFORMED WITH THE CARE AND SKILL ORDINARILY EXERCISED BY MEMBERS OF THE PROFESSION PRACTICING UNDER SIMILAR CONDITIONS AT THE SAME TIME AND IN THE SAME OR SIMILAR LOCALITY. NO OTHER WARRANTY, EXPRESSED OR IMPLIED, IS MADE OR INTENDED BY RENDITION OF CONSULTING SERVICES OR BY FURNISHING ORAL OR WRITTEN REPORTS OF THE FINDINGS MADE. 5.2 Tests and inspections: The CLIENT shall cause all tests and inspections of the site, materials, and work performed by BIO-WEST or others to be timely and properly performed in accordance with the plans, specifications, and contract documents and BIO-WEST’s recommendations. No claims for loss, damage, or injury shall be brought against BIO-WEST by the CLIENT or any third party unless all tests and inspections have been so performed and unless BIO-WEST’s recommendations have been followed. The CLIENT agrees to indemnify, defend, and hold BIO-WEST, its officers, employees, and agents harmless from any and all claims, suits, losses, costs, and expenses, including, but not limited to, court costs and reasonable attorney’s fees, in the event that all such tests and inspections are not so performed or BIO- WEST’s recommendations are not so followed, except to the extent that such failure is the result of the negligence, willful or wanton act, or omission of BIO-WEST, it officers, agents, or employees, subject to the limitation contained in paragraph 5.1. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 5.3 Responsibility: BIO-WEST’s work shall not include determining, supervising, or implementing the means, methods, techniques, sequences, or procedures of construction. BIO-WEST shall not be responsible for evaluating, reporting, or affecting job conditions concerning health, safety, or welfare. BIO-WEST’s work or failure to perform same shall not in any way excuse any contractor, subcontractor, or supplier from performance of its work in accordance with the contract documents. BIO-WEST has neither right nor duty to stop the contractor’s work. 5.4 Sample disposal: Unless otherwise agreed in writing, test specimens or samples will be disposed immediately upon completion of the test. All drilling samples or specimens will be disposed of 60 days after submission of BIO-WEST report. 5.5 Employee’s/witness fees: BIO-WEST’s employees shall not be retained as expert witnesses except by separate, written agreement. The CLIENT agrees to pay BIO-WEST’s legal expenses, administrative costs, and fees pursuant to BIO-WEST’s then current fee schedule for BIO-WEST to respond to any subpoena. The CLIENT agrees not to hire BIO-WEST’s employees except through BIO-WEST. In the event the CLIENT hires a BIO-WEST employee, the CLIENT shall pay BIO-WEST an amount equal to one-half of the employee’s annualized salary, without BIO-WEST waiving other remedies it may have. 5.6 Any exploration, testing, surveys, and analyses associated with the work will be performed by BIO-WEST for the CLIENT’s sole use to fulfill the purpose of this service agreement, and BIO-WEST is not responsible for interpretation by other of the information developed. The CLIENT recognizes that subsurface conditions beneath the LOCATION may vary from those encountered in boring, surveys, or explorations, and that information and recommendations developed by BIO-WEST are based solely on the information available to them. 5.7 The CLIENT recognizes that failure of state of local governmental entity to approve part or all of a plan may require additional analysis and/or revisions. 5.8 BIO-WEST’s liability for damages due to professional negligence will be limited to a sum not to exceed the fee paid to BIO-WEST for this project. 5.9 The CLIENT further agrees to notify any contractor and subcontractor who may perform work in connection with any design, report, or study prepared by BIO-WEST of such limitation of professional liability for design defects, errors, omissions, or professional negligence, and to require, as a condition precedent of their performing their work, a like indemnity and limitation of liability on their part as against BIO-WEST. 5.10 Nothing contained within this agreement shall be construed or interpreted as requiring BIO-WEST to assume the status of an owner, operator, generator, storer, transporter, treater, or disposal facility as those terms appear within Resource Conservation and Recovery Act (RCRA) or within any Federal or State statute or regulation governing the generation, transportation, treatment, storage, and disposal of pollutants. The CLIENT assumes full responsibility for compliance with the provision of RCRA and any other Federal or State statute or regulation governing the handling, treatment, storage, and disposal of pollutants. ARTICLE 6. PAYMENT 6.1 The CLIENT will pay BIO-WEST for services and expenses in accordance with the attached fee schedule. At BIO-WEST’s option, invoices will be presented at the completion of its work or monthly and will be paid within 30 days of receipt by the CLIENT or authorized representative. The CLIENT agrees to pay a finance charge of 1.5 percent per month on past-due accounts. Should either party hereto bring suit in court to enforce any term of this agreement, it is agreed that the prevailing party shall be entitled to recover costs, expenses, and reasonable attorney’s fees. Payments more than 30 days past due shall, unless remedied within 10 days of notice to the CLIENT, excuse BIO-WEST from further performance thereunder and shall obligate the CLIENT to immediately pay all sums (including accrued interest), plus 5 percent of all sums of work not yet performed as liquidated damages. 6.2 BIO-WEST shall be paid in full for all services under this agreement, including any unforeseen need for BIO-WEST’s services exceeding original contract requirements. Payment for such services shall be made irrespective of any claim by the CLIENT for compensation for additional work conducted. Any such claim shall in no respect delay payment of fees for services performed by BIO-WEST. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE ARTICLE 7. INDEPENDENT CONTRACTOR 7.1 It is understood and agreed that BIO-WEST shall perform the work according to its own means and methods, and shall be an independent contractor. All persons employed by BIO-WEST in connection with the work shall be BIO-WEST employees or consultants, subject only to its orders and supervision and shall be paid directly by it. Neither the CLIENT nor its agents, servants, or employees shall have the right to direct, supervise, or control the manner or method in which the work is performed, except as otherwise expressly provided herein. The CLIENT reserves the right upon itself and its agents to inspect the work, however, for the purpose of determining whether the work is being performed in conformity with the Contract Documents. ARTICLE 8. ASSIGNMENT AND SUBCONTRACTING 8.1 This contract shall be binding on and inure to the benefit of the parties hereto and their respective successors and assigns; provided, however, that BIO-WEST shall not assign, transfer, let, or sublet, in whole or in part, the work under this Contract without written notice to the CLIENT and the agreement in writing of each such subcontractor to perform its work in conformity with the terms of the Contract Documents that apply to such work, and BIO-WEST shall be fully responsible for the acts and omissions of such subcontractors. ARTICLE 9. NO WAIVER 9.1 Failure on the part of BIO-WEST or the CLIENT to timely enforce any condition or provision of the Contract shall not be deemed to be a waiver of such condition or provision, except to the extent that the same is expressly waived or consented to in writing by the party entitled to enforcement thereof. ARTICLE 10. JURISDICTION 10.1 The parties agree that the courts of Cache County, Utah, shall (at the election of BIO-WEST) have original, exclusive jurisdiction of disputes arising hereunder. ARTICLE 11. EXTENT OF AGREEMENT 11.1 The agreement, including these terms and conditions, represents the entire agreement between the CLIENT and BIO-WEST, and supersedes all prior negotiations, representations, or agreements, written or oral. The agreement may be amended only by written instrument signed by the CLIENT and BIO-WEST. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE North Beach Phase 1 tasks and budget for the Harte Research Institute Submitted to LAN on May 19, 2020 Submitted by James C. Gibeaut, Ph.D., PG Task 1: Hydrodynamic modeling support This task will generate hydrodynamic boundary conditions and provide a 2D, xyz grid for use in a CMS- Flow model. HRI will calculate water level and current velocity boundary conditions for neap and average tide conditions occurring over a 1-month long time series using HRI’s Delft3D model of Corpus Christi Bay. The Delft3D model runs on Texas A&M – Corpus Christi’s High-Performance Computing system. HRI will also create a 2D xyz grid needed to build the CMS-Flow model. The grid will merge existing bathymetric data along North Beach with the xyz data in the Delft3D model. Task 2: Data collection support HRI will assist in the effort to collect pertinent datasets and technical reports. Gibeaut (hrs)Subedee(hrs)Dotson(hrs)Labor Travel Computing Task Cost Task 1 Hydrodynamic Modeling Support 30 125 50 15,534.00 700.00 500.00 $16,734.00 Task 2 Data collection support 40 20 60 10,549.00 200.00 0.00 $10,749.00 Total Cost $26,083.00 $900.00 $500.00 $27,483.00 Hourly rate Gibeaut $155.20 Subedee $67.02 Dotson $50.01 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Sample form for: Payment Request AE Contract Revised 02/01/17 COMPLETE PROJECT NAME Project No. XXXX Invoice No. 12345 Invoice Date 01/01/2017 Total Current Previous Total Remaining Percent Basic Services:Contract Amd No. 1 Amd No. 2 Contract Invoice Invoice Invoice Balance Complete Preliminary Phase $1,000.00 $0.00 $0.00 $1,000.00 $0.00 $1,000.00 $1,000.00 $0.00 100.0% Design Phase $2,000.00 $1,000.00 $0.00 $3,000.00 $1,000.00 $500.00 $1,500.00 $1,500.00 50.0% Bid Phase $500.00 $0.00 $250.00 $750.00 $0.00 $0.00 $0.00 $750.00 0.0% Construction Phase $2,500.00 $0.00 $1,000.00 $3,500.00 $0.00 $0.00 $0.00 $3,500.00 0.0% Subtotal Basic Services $6,000.00 $1,000.00 $1,250.00 $8,250.00 $1,000.00 $1,500.00 $2,500.00 $5,750.00 30.3% Additional Services: Permitting $2,000.00 $0.00 $0.00 $2,000.00 $500.00 $0.00 $500.00 $1,500.00 25.0% Warranty Phase $0.00 $1,120.00 $0.00 $1,120.00 $0.00 $0.00 $0.00 $1,120.00 0.0% Inspection $0.00 $0.00 $1,627.00 $1,627.00 $0.00 $0.00 $0.00 $1,627.00 0.0% Platting Survey TBD TBD TBD TBD TBD TBD TBD TBD TBD O & M Manuals TBD TBD TBD TBD TBD TBD TBD TBD TBD SCADA TBD TBD TBD TBD TBD TBD TBD TBD TBD Subtotal Additional Services $2,000.00 $1,120.00 $1,627.00 $4,747.00 $500.00 $0.00 $500.00 $4,247.00 10.5% Summary of Fees: Basic Services Fees $6,000.00 $1,000.00 $1,250.00 $8,250.00 $1,000.00 $1,500.00 $2,500.00 $5,750.00 30.3% Additional Services Fees $2,000.00 $1,120.00 $1,627.00 $4,747.00 $500.00 $0.00 $500.00 $4,247.00 10.5% Total of Fees $8,000.00 $2,120.00 $2,877.00 $12,997.00 $1,500.00 $1,500.00 $3,000.00 $9,997.00 23.1% Notes: A PURCHASE ORDER NUMBER MUST BE INCLUDED ON ALL INVOICES AND INVOICE CORRESPONDENCE. FAILURE TO COMPLY WILL RESULT IN DELAYED PAYMENT OF INVOICES. If needed, update this sample form based on the contract requirements. If applicable, refer to the contract for information on what to include with time and materials (T&M).Exhibit BPage 1 of 1EXHIBIT BDocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 1 Rev 01/20 EXHIBIT C Insurance Requirements 1.1 Consultant must not commence work under this agreement until all required insurance has been obtained and such insurance has been approved by the City. Consultant must not allow any subcontractor to commence work until all similar insurance required of any subcontractor has been obtained. 1.2 Consultant must furnish to the Director of Engineering Services with the signed agreement a copy of Certificates of Insurance (COI) with applicable policy endorsements showing the following minimum coverage by an insurance company(s) acceptable to the City’s Risk Manager. The City must be listed as an additional insured on the General liability and Auto Liability policies, and a waiver of subrogation is required on all applicable policies. Endorsements must be provided with COI. Project name and or number must be listed in Description Box of COI. TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE 30-written day notice of cancellation, required on all certificates or by applicable policy endorsements Bodily Injury and Property Damage Per occurrence - aggregate Commercial General Liability including: 1.Commercial Broad Form 2.Premises – Operations 3.Products/ Completed Operations 4.Contractual Liability 5.Independent Contractors 6.Personal Injury- Advertising Injury $1,000,000 Per Occurrence $2,000,000 Aggregate AUTO LIABILITY (including) 1. Owned 2.Hired and Non-Owned 3. Rented/Leased $500,000 Combined Single Limit PROFESSIONAL LIABILITY (Errors and Omissions) $4,000,000 Per Claim If claims made policy, retro date must DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 2 Rev 01/20 be prior to inception of agreement, have 3-year reporting period provisions and identify any limitations regarding who is insured. 1.3 In the event of accidents of any kind related to this agreement, Consultant must furnish the City with copies of all reports of any accidents within 10 days of the accident. 1.4 Consultant shall obtain and maintain in full force and effect for the duration of this Contract, and any extension hereof, at Consultant's sole expense, insurance coverage written on an occurrence basis, with the exception of professional liability, which may be on a per claims made basis, by companies authorized and admitted to do business in the State of Texas and with an A.M. Best's rating of no less than A- VII. Consultant is required to provide City with renewal Certificates. 1.5 Consultant is required to submit a copy of the replacement certificate of insurance to City at the address provided below within 10 days of the requested change. Consultant shall pay any costs incurred resulting from said changes. All notices under this Article shall be given to City at the following address: City of Corpus Christi Attn: Engineering Services P.O. Box 9277 Corpus Christi, TX 78469-9277 1.6 Consultant agrees that with respect to the above required insurance, all insurance policies are to contain or be endorsed to contain the following required provisions: 1.6.1 List the City and its officers, officials, employees and elected representatives as additional insured by endorsement, as respects operations, completed operation and activities of, or on behalf of, the named insured performed under contract with the City with the exception of the professional liability/Errors & Omissions policy; 1.6.2 Provide for an endorsement that the "other insurance" clause shall not apply to the City of Corpus Christi where the City is an additional insured shown on the policy; 1.6.3 Provide thirty (30) calendar days advance written notice directly to City of any suspension, cancellation or non-renewal of coverage, and not less than ten (10) calendar days advance written notice for nonpayment of premium. 1.7 Within five (5) calendar days of a suspension, cancellation or non-renewal of coverage, Consultant shall provide a replacement Certificate of Insurance and DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 3 Rev 01/20 applicable endorsements to City. City shall have the option to suspend Consultant's performance should there be a lapse in coverage at any time during this contract. Failure to provide and to maintain the required insurance shall constitute a material breach of this contract. 1.8 In addition to any other remedies the City may have upon Consultant's failure to provide and maintain any insurance or policy endorsements to the extent and within the time herein required, the City shall have the right to order Consultant to remove the exhibit hereunder, and/or withhold any payment(s) if any, which become due to Consultant hereunder until Consultant demonstrates compliance with the requirements hereof. 1.9 Nothing herein contained shall be construed as limiting in any way the extent to which Consultant may be held responsible for payments of damages to persons or property resulting from Consultant's or its subcontractor’s performance of the work covered under this agreement. 1.10 It is agreed that Consultant's insurance shall be deemed primary and non- contributory with respect to any insurance or self-insurance carried by the City of Corpus Christi for liability arising out of operations under this agreement. 1.11 It is understood and agreed that the insurance required is in addition to and separate from any other obligation contained in this agreement. DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Contract for Professional Services EXHIBIT D Excerpt from Corpus Christi General Conditions for Construction Projects Related to Design Services DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services Table of Contents Page Article 1 – Definitions and Terminology ....................................................................................................... 2 Article 2 – Preliminary Matters ..................................................................................................................... 8 Article 3 – Contract Documents: Intent, Requirements, Reuse ................................................................... 8 Article 4 – Commencement and Progress of the Work ................................................................................ 9 Article 5 – Availability of Lands; Subsurface, Physical and Hazardous Environmental Conditions .............. 9 Article 6 – Bonds and Insurance ................................................................................................................. 10 Article 7 – Contractor’s Responsibilities ..................................................................................................... 10 Article 8 – Other Work at the Site ............................................................................................................... 10 Article 9 – Owner’s and OPT’s Responsibilities ........................................................................................... 10 Article 10 – OAR’s and Designer’s Status During Construction .................................................................. 11 Article 11 – Amending the Contract Documents; Changes in the Work .................................................... 13 Article 12 – Change Management .............................................................................................................. 13 Article 13 – Claims ....................................................................................................................................... 14 Article 14 – Prevailing Wage Rate Requirements ....................................................................................... 16 Article 15 – Cost of the Work; Allowances; Unit Price Work ...................................................................... 16 Article 16 – Tests and Inspections; Correction, Removal, or Acceptance of Defective Work .................... 16 Article 17 – Payments to Contractor; Set-Offs; Completion; Correction Period ........................................ 16 Article 18 – Suspension of Work and Termination ..................................................................................... 16 Article 19 – Project Management ............................................................................................................... 16 Article 20 – Project Coordination ................................................................................................................ 16 Article 21 – Quality Management ............................................................................................................... 17 Article 22 – Final Resolution of Disputes .................................................................................................... 17 Article 23 – Minority/MBE/DBE Participation Policy .................................................................................. 17 Article 24 – Document Management .......................................................................................................... 17 Article 25 – Shop Drawings ......................................................................................................................... 17 Article 26 – Record Data ............................................................................................................................. 20 Article 27 – Construction Progress Schedule .............................................................................................. 21 Article 28 – Video and Photographic documentation ................................................................................ 21 Article 29 – Execution and Closeout ........................................................................................................... 21 Article 30 – Miscellaneous .......................................................................................................................... 22 Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 1 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE ARTICLE 1 – DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A.Terms with initial capital letters, including the term’s singular and plural forms, have the meanings indicated in this paragraph wherever used in the Bidding Requirements or Contract Documents. In addition to the terms specifically defined, terms with initial capital letters in the Contract Documents may include references to identified articles and paragraphs, and the titles of other documents or forms. 1.Addenda - Documents issued prior to the receipt of Bids which clarify or modify the Bidding Requirements or the proposed Contract Documents. 2.Agreement - The document executed between Owner and Contractor covering the Work. 3.Alternative Dispute Resolution - The process by which a disputed Claim may be settled as an alternative to litigation, if Owner and Contractor cannot reach an agreement between themselves. 4.Application for Payment - The forms used by Contractor to request payments from Owner and the supporting documentation required by the Contract Documents. 5.Award Date – The date the City Council of the City of Corpus Christi (City) authorizes the City Manager or designee to execute the Contract on behalf of the City. 6.Bid - The documents submitted by a Bidder to establish the proposed Contract Price and Contract Times and provide other information and certifications as required by the Bidding Requirements. 7.Bidding Documents - The Bidding Requirements, the proposed Contract Documents, and Addenda. 8.Bidder - An individual or entity that submits a Bid to Owner. 9.Bidding Requirements - The Invitation for Bids, Instructions to Bidders, Bid Security, Bid Form and attachments, and required certifications. 10.Bid Security - The financial security in the form of a bid bond provided by Bidder at the time the Bid is submitted and held by Owner until the Agreement is executed and the evidence of insurance and Bonds required by the Contract Documents are provided. A cashier’s check, certified check, money order or bank draft from any State or National Bank will also be acceptable. 11.Bonds - Performance Bond, Payment Bond, Maintenance Bond, and other Surety instruments executed by Surety. When in singular form, refers to individual instrument. 12.Change Order - A document issued on or after the Effective Date of the Contract and signed by Owner and Contractor which modifies the Work, Contract Price, Contract Times, or terms and conditions of the Contract. 13.Change Proposal - A document submitted by Contractor in accordance with the requirements of the Contract Documents: a.Requesting an adjustment in Contract Price or Contract Times; Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 2 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE b. Contesting an initial decision concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; c. Challenging a set-off against payment due; or d. Seeking a Modification with respect to the terms of the Contract. 14. City Engineer - The Corpus Christi City Engineer and/or his designated representative as identified at the preconstruction conference or in the Notice to Proceed. 15. Claim - A demand or assertion by Owner or Contractor submitted in accordance with the requirements of the Contract Documents. A demand for money or services by an entity other than the Owner or Contractor is not a Claim. 16. Constituent of Concern - Asbestos, petroleum, radioactive materials, polychlorinated biphenyls (PCBs), hazardous wastes, and substances, products, wastes, or other materials that are or become listed, regulated, or addressed pursuant to: a. The Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C. §§9601 et seq. (“CERCLA”); b. The Hazardous Materials Transportation Act, 49 U.S.C. §§5101 et seq.; c. The Resource Conservation and Recovery Act, 42 U.S.C. §§6901 et seq. (“RCRA”); d. The Toxic Substances Control Act, 15 U.S.C. §§2601 et seq.; e. The Clean Water Act, 33 U.S.C. §§1251 et seq.; f. The Clean Air Act, 42 U.S.C. §§7401 et seq.; or g. Any other Laws or Regulations regulating, relating to, or imposing liability or standards of conduct concerning hazardous, toxic, or dangerous waste, substance, or material. 17. Contract - The entire integrated set of documents concerning the Work and describing the relationship between the Owner and Contractor. 18. Contract Amendment - A document issued on or after the Effective Date of the Contract and signed by Owner and Contractor which: a. Authorizes new phases of the Work and establishes the Contract Price, Contract Times, or terms and conditions of the Contract for the new phase of Work; or b. Modifies the terms and conditions of the Contract, but does not make changes in the Work. 19. Contract Documents - Those items designated as Contract Documents in the Agreement. 20. Contract Price - The monetary amount stated in the Agreement and as adjusted by Modifications, and increases or decreases in unit price quantities, if any, that Owner has agreed to pay Contractor for completion of the Work in accordance with the Contract Documents. 21. Contract Times - The number of days or the dates by which Contractor must: a. Achieve specified Milestones; Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 3 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE b. Achieve Substantial Completion; and c. Complete the Work. 22. Contractor - The individual or entity with which Owner has contracted for performance of the Work. 23. Contractor’s Team - Contractor and Subcontractors, Suppliers, individuals, or entities directly or indirectly employed or retained by them to perform part of the Work or anyone for whose acts they may be liable. 24. Cost of the Work - The sum of costs incurred for the proper performance of the Work as allowed by Article 15. 25. Defective - When applied to Work, refers to Work that is unsatisfactory, faulty, or deficient in that it: a. Does not conform to the Contract Documents; b. Does not meet the requirements of applicable inspections, reference standards, tests, or approvals referred to in the Contract Documents; or c. Has been damaged or stolen prior to OAR’s recommendation of final payment unless responsibility for the protection of the Work has been assumed by Owner at Substantial Completion in accordance with Paragraphs 17.12 or 17.13. 26. Designer - The individuals or entity named as Designer in the Agreement and the subconsultants, individuals, or entities directly or indirectly employed or retained by Designer to provide design or other technical services to the Owner. Designer has responsibility for engineering or architectural design and technical issues related to the Contract Documents. Designers are Licensed Professional Engineers, Registered Architects or Registered Landscape Architects qualified to practice their profession in the State of Texas. 27. Drawings - The part of the Contract that graphically shows the scope, extent, and character of the Work. Shop Drawings and other Contractor documents are not Drawings. 28. Effective Date of the Contract - The date indicated in the Agreement on which the City Manager or designee has signed the Contract. 29. Field Order - A document issued by OAR or Designer requiring changes in the Work that do not change the Contract Price or the Contract Times. 30. Hazardous Environmental Condition - The presence of Constituents of Concern at the Site in quantities or circumstances that may present a danger to persons or property exposed to Constituents of Concern. The presence of Constituents of Concern at the Site necessary for the execution of the Work or to be incorporated in the Work is not a Hazardous Environmental Condition provided these Constituents of Concern are controlled and contained pursuant to industry practices, Laws and Regulations, and the requirements of the Contract. 31. Indemnified Costs - All costs, losses, damages, and legal or other dispute resolution costs resulting from claims or demands against Owner’s Indemnitees. These costs include fees for engineers, architects, attorneys, and other professionals. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 4 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 32. Laws and Regulations; Laws or Regulations - Applicable laws, statutes, rules, regulations, ordinances, codes, and orders of governmental bodies, agencies, authorities, and courts having jurisdiction over the Project. 33. Liens - Charges, security interests, or encumbrances upon Contract related funds, real property, or personal property. 34. Milestone - A principal event in the performance of the Work that Contractor is required by Contract to complete by a specified date or within a specified period of time. 35. Modification - Change made to the Contract Documents by one of the following methods: a. Contract Amendment; b. Change Order; c. Field Order; or d. Work Change Directive. 36. Notice of Award - The notice of Owner’s intent to enter into a contract with the Selected Bidder. 37. Notice to Proceed - A notice to Contractor of the Contract Times and the date Work is to begin. 38. Owner - The City of Corpus Christi (City), a Texas home-rule municipal corporation and political subdivision organized under the laws of the State of Texas, acting by and through its duly authorized City Manager and his designee, the City Engineer (the Director of Engineering Services), and the City’s officers, employees, agents, or representatives, authorized to administer design and construction of the Project. 39. Owner’s Authorized Representative or OAR - The individual or entity named as OAR in the Agreement and the consultants, subconsultants, individuals, or entities directly or indirectly employed or retained by them to provide construction management services to the Owner. The OAR may be an employee of the Owner. 40. Owner’s Indemnitees - Each member of the OPT and their officers, directors, members, partners, employees, agents, consultants, and subcontractors. 41. Owner’s Project Team or OPT - The Owner, Owner’s Authorized Representative, Resident Project Representative, Designer, and the consultants, subconsultants, individuals, or entities directly or indirectly employed or retained by them to provide services to the Owner. 42. Partial Occupancy or Use - Use by Owner of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 43. Progress Schedule - A schedule prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor’s plan to accomplish the Work within the Contract Times. The Progress Schedule must be a Critical Path Method (CPM) Schedule. 44. Project - The total undertaking to be accomplished for Owner under the Contract Documents. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 5 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 45. Resident Project Representative or RPR - The authorized representative of OPT assigned to assist OAR at the Site. As used herein, the term Resident Project Representative includes assistants and field staff of the OAR. 46. Samples - Physical examples of materials, equipment, or workmanship representing some portion of the Work that are used to establish the standards for that portion of the Work. 47. Schedule of Documents - A schedule of required documents, prepared, and maintained by Contractor. 48. Schedule of Values - A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for Contractor’s Applications for Payment. 49. Selected Bidder - The Bidder to which Owner intends to award the Contract. 50. Shop Drawings - All drawings, diagrams, illustrations, schedules, and other data or information that are specifically prepared or assembled and submitted by Contractor to illustrate some portion of the Work. Shop Drawings, whether approved or not, are not Drawings and are not Contract Documents. 51. Site - Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed. The Site includes rights-of-way, easements, and other lands furnished by Owner which are designated for use by the Contractor. 52. Specifications - The part of the Contract that describes the requirements for materials, equipment, systems, standards, and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable to the Work. 53. Subcontractor - An individual or entity having a direct contract with Contractor or with other Subcontractors or Suppliers for the performance of a part of the Work. 54. Substantial Completion - The point where the Work or a specified part of the Work is sufficiently complete to be used for its intended purpose in accordance with the Contract Documents. 55. Supplementary Conditions - The part of the Contract that amends or supplements the General Conditions. 56. Supplier - A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with Subcontractors or other Suppliers to furnish materials or equipment to be incorporated in the Work. 57. Technical Data - Those items expressly identified as Technical Data in the Supplementary Conditions with respect to either: a. Subsurface conditions at the Site; b. Physical conditions relating to existing surface or subsurface structures at the Site, except Underground Facilities; or c. Hazardous Environmental Conditions at the Site. 58. Underground Facilities - All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, other similar facilities or appurtenances, and encasements containing these facilities which are used to convey electricity, gases, Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 6 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE steam, liquid petroleum products, telephone or other communications, fiber optic transmissions, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 59. Unit Price Work - Work to be paid for on the basis of unit prices. 60. Work - The construction of the Project or its component parts as required by the Contract Documents. 61. Work Change Directive - A directive issued to Contractor on or after the Effective Date of the Contract ordering an addition, deletion, or revision in the Work. The Work Change Directive serves as a memorandum of understanding regarding the directive until a Change Order can be issued. 1.02 Terminology A. The words and terms discussed in this Paragraph 1.02 are not defined, but when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. It is understood that the cost for performing Work is included in the Contract Price and no additional compensation is to be paid by Owner unless specifically stated otherwise in the Contract Documents. Expressions including or similar to “at no additional cost to Owner,” “at Contractor’s expense,” or similar words mean that the Contractor is to perform or provide specified operation of Work without an increase in the Contract Price. C. The terms “day” or “calendar day” mean a calendar day of 24 hours measured from midnight to the next midnight. D. The meaning and intent of certain terms or adjectives are described as follows: 1. The terms “as allowed,” “as approved,” “as ordered,” “as directed,” or similar terms in the Contract Documents indicate an exercise of professional judgment by the OPT. 2. Adjectives including or similar to “reasonable,” “suitable,” “acceptable,” “proper,” “satisfactory,” or similar adjectives are used to describe a determination of OPT regarding the Work. 3. Any exercise of professional judgment by the OPT will be made solely to evaluate the Work for general compliance with the Contract Documents unless there is a specific statement in the Contract Documents indicating otherwise. 4. The use of these or similar terms or adjectives does not assign a duty or give OPT authority to supervise or direct the performance of the Work, or assign a duty or give authority to the OPT to undertake responsibilities contrary to the provisions of Articles 9 or 10 or other provisions of the Contract Documents. E. The use of the words “furnish,” “install,” “perform,” and “provide” have the following meanings when used in connection with services, materials, or equipment: 1. Furnish means to supply and deliver the specified services, materials, or equipment to the Site or other specified location ready for use or installation. 2. Install means to complete construction or assembly of the specified services, materials, or equipment so they are ready for their intended use. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 7 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 3. Perform or provide means to furnish and install specified services, materials, or equipment, complete and ready for their intended use. 4. Perform or provide the specified services, materials, or equipment complete and ready for intended use if the Contract Documents require specific services, materials, or equipment, but do not expressly use the words “furnish,” “install,” “perform,” or “provide.” F. Contract Documents are written in modified brief style: 1. Requirements apply to all Work of the same kind, class, and type even though the word “all” is not stated. 2. Simple imperative sentence structure is used which places a verb as the first word in the sentence. It is understood that the words “furnish,” “install,” “perform,” “provide,” or similar words include the meaning of the phrase “The Contractor shall...” before these words. 3. Unless specifically stated that action is to be taken by the OPT or others, it is understood that the action described is a requirement of the Contractor. G. Words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with this recognized meaning unless stated otherwise in the Contract Documents. H. Written documents are required where reference is made to notices, reports, approvals, consents, documents, statements, instructions, opinions or other types of communications required by the Contract Documents. Approval and consent documents must be received by Contractor prior to the action or decision for which approval or consent is given. These may be made in printed or electronic format through the OPT’s project management information system or other electronic media as required by the Contract Documents or approved by the OAR. I. Giving notice as required by the Contract Documents may be by printed or electronic media using a method that requires acknowledgment of the receipt of that notice. ARTICLE 2 – PRELIMINARY MATTERS ARTICLE 3 – CONTRACT DOCUMENTS: INTENT, REQUIREMENTS, REUSE 3.01 Intent B. Provide equipment that is functionally complete as described in the Contract Documents. The Drawings and Specifications do not indicate or describe all of the Work required to complete the installation of products purchased by the Owner or Contractor. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the Designer through the OAR. 3.02 Reference Standards Comply with applicable construction industry standards, whether referenced or not. 1. Standards referenced in the Contract Documents govern over standards not referenced but recognized as applicable in the construction industry. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 8 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 2. Comply with the requirements of the Contract Documents if they produce a higher quality of Work than the applicable construction industry standards. 3. Designer determines whether a code or standard is applicable, which of several are applicable, or if the Contract Documents produce a higher quality of Work. 3.03 Reporting and Resolving Discrepancies 3.04 Interpretation of the Contract Documents Submit questions regarding the design of the Project described in the Contract Documents to the OAR immediately after those questions arise. OAR is to request an interpretation of the Contract Documents from the Designer. Designer is to respond to these questions by providing an interpretation of the Contract Documents. OAR will coordinate the response of the OPT to Contractor. C. OPT may initiate a Modification to the Contract Documents through the OAR if a response to the question indicates that a change in the Contract Documents is required. Contractor may appeal Designer’s or OAR’s interpretation by submitting a Change Proposal. ARTICLE 4 – COMMENCEMENT AND PROGRESS OF THE WORK ARTICLE 5 – AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS 5.01 Availability of Lands 5.02 Use of Site and Other Areas 5.03 Subsurface and Physical Conditions 5.04 Differing Subsurface or Physical Conditions OAR is to notify the OPT after receiving notice of a differing subsurface or physical condition from the Contractor. Designer is to: 1. Promptly review the subsurface or physical condition; 2. Determine the necessity of OPT’s obtaining additional exploration or tests with respect the subsurface or physical condition; 3. Determine if the subsurface or physical condition falls within one or more of the differing Site condition categories in Paragraph 5.04.A; 4. Prepare recommendations to OPT regarding the Contractor’s resumption of Work in connection with the subsurface or physical condition in question; 5. Determine the need for changes in the Drawings or Specifications; and 6. Advise OPT of Designer’s findings, conclusions, and recommendations. C. OAR is to issue a statement to Contractor regarding the subsurface or physical condition in question and recommend action as appropriate after review of Designer’s findings, conclusions, and recommendations. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 9 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 5.05 Underground Facilities The Designer is to take the following action after receiving notice from the OAR: 1. Promptly review the Underground Facility and conclude whether the Underground Facility was not shown or indicated in the Contract Documents, or was not shown or indicated with reasonable accuracy; 2. Prepare recommendations to OPT regarding the Contractor’s resumption of Work in connection with this Underground Facility; 3. Determine the extent to which a change is required in the Drawings or Specifications to document the consequences of the existence or location of the Underground Facility; and 4. Advise OAR of Designer’s findings, conclusions, and recommendations and provide revised Drawings and Specifications if required. D. OAR is to issue a statement to Contractor regarding the Underground Facility in question and recommend action as appropriate after review of Designer’s findings, conclusions, and recommendations. ARTICLE 6 – BONDS AND INSURANCE ARTICLE 7 – CONTRACTOR’S RESPONSIBILITIES ARTICLE 8 – OTHER WORK AT THE SITE ARTICLE 9 – OWNER’S AND OPT’S RESPONSIBILITIES 9.01 Communications to Contractor A. OPT issues communications to Contractor through OAR except as otherwise provided in the Contract Documents. 9.02 Replacement of Owner’s Project Team Members A. Owner may replace members of the OPT at its discretion. 9.03 Furnish Data A. OPT is to furnish the data required of OPT under the Contract Documents. 9.04 Pay When Due 9.05 Lands and Easements; Reports and Tests A. Owner’s duties with respect to providing lands and easements are described in Paragraph 5.01. OPT will make copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at the Site available to Contractor in accordance with Paragraph 5.03. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 10 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 9.06 Insurance 9.07 Modifications 9.08 Inspections, Tests, and Approvals A. OPT’s responsibility with respect to certain inspections, tests, and approvals are described in Paragraph 16.02. 9.09 Limitations on OPT’s Responsibilities A. The OPT does not supervise, direct, or have control or authority over, and is not responsible for Contractor’s means, methods, techniques, sequences, or procedures of construction, or related safety precautions and programs, or for failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. OPT is not responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents. 9.10 Undisclosed Hazardous Environmental Condition A. OPT’s responsibility for undisclosed Hazardous Environmental Conditions is described in Paragraph 5.06. 9.11 Compliance with Safety Program A. Contractor is to inform the OPT of its safety programs and OPT is to comply with the specific applicable requirements of this program. ARTICLE 10 – OAR’S AND DESIGNER’S STATUS DURING CONSTRUCTION 10.01 Owner’s Representative A. OAR is Owner’s representative. The duties and responsibilities and the limitations of authority of OAR as Owner’s representative are described in the Contract Documents. 10.02 Visits to Site A. Designer is to make periodic visits to the Site to observe the progress and quality of the Work. Designer is to determine, in general, if the Work is proceeding in accordance with the Contract Documents based on observations made during these visits. Designer is not required to make exhaustive or continuous inspections to check the quality or quantity of the Work. Designer is to inform the OPT of issues or concerns and OAR is to work with Contractor to address these issues or concerns. Designer’s visits and observations are subject to the limitations on Designer’s authority and responsibility described in Paragraphs 9.09 and 10.07. B. OAR is to observe the Work to check the quality and quantity of Work, implement Owner’s quality assurance program, and administer the Contract as Owner’s representative as described in the Contract Documents. OAR’s visits and observations are subject to the limitations on OAR’s authority and responsibility described in Paragraphs 9.09 and 10.07. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 11 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 10.03 Resident Project Representatives A. Resident Project Representatives assist OAR in observing the progress and quality of the Work at the Site. The limitations on Resident Project Representatives’ authority and responsibility are described in Paragraphs 9.09 and 10.07. 10.04 Rejecting Defective Work A. OPT has the authority to reject Work in accordance with Article 16. OAR is to issue a Defective Work Notice to Contractor and document when Defective Work has been corrected or accepted in accordance with Article 16. 10.05 Shop Drawings, Modifications and Payments A. Designer’s authority related to Shop Drawings and Samples are described in the Contract Documents. B. Designer’s authority related to design calculations and design drawings submitted in response to a delegation of professional design services are described in Paragraph 7.15. C. OAR and Designer’s authority related to Modifications is described in Article 11. D. OAR’s authority related to Applications for Payment is described in Articles 15 and 17. 10.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. OAR is to render decisions regarding non-technical or contractual / administrative requirements of the Contract Documents and will coordinate the response of the OPT to Contractor. B. Designer is to render decisions regarding the conformance of the Work to the requirements of the Contract Documents. Designer will render a decision to either correct the Defective Work, or accept the Work under the provisions of Paragraph 16.04, if Work does not conform to the Contract Documents. OAR will coordinate the response of the OPT to Contractor. C. OAR will issue a Request for a Change Proposal if a Modification is required. OAR will provide documentation for changes related to the non-technical or contractual / administrative requirements of the Contract Documents. Designer will provide documentation if design related changes are required. D. Contractor may appeal Designer’s decision by submitting a Change Proposal if Contractor does not agree with the Designer’s decision. 10.07 Limitations on OAR’s and Designer’s Authority and Responsibilities A. OPT is not responsible for the acts or omissions of Contractor’s Team. No actions or failure to act, or decisions made in good faith to exercise or not exercise the authority or responsibility available under the Contract Documents creates a duty in contract, tort, or otherwise of the OPT to the Contractor or members of the Contractor’s Team. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 12 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE ARTICLE 11 – AMENDING THE CONTRACT DOCUMENTS; CHANGES IN THE WORK ARTICLE 12 – CHANGE MANAGEMENT 12.01 Requests for Change Proposal A. Designer will initiate Modifications by issuing a Request for a Change Proposal (RCP). 1. Designer will prepare a description of proposed Modifications. 2. Designer will issue the Request for a Change Proposal form to Contractor. A number will be assigned to the Request for a Change Proposal when issued. 3. Return a Change Proposal in accordance with Paragraph 12.02 to the Designer for evaluation by the OPT. 12.02 Change Proposals A. Submit a Change Proposal (CP) to the Designer for Contractor initiated changes in the Contract Documents or in response to a Request for Change Proposal. 1. Use the Change Proposal form provided. 2. Assign a number to the Change Proposal when issued. 3. Include with the Change Proposal: a. A complete description of the proposed Modification if Contractor initiated or proposed changes to the OPT’s description of the proposed Modification. b. The reason the Modification is requested, if not in response to a Request for a Change Proposal. c. A detailed breakdown of the cost of the change if the Modification requires a change in Contract Price. The itemized breakdown is to include: 1) List of materials and equipment to be installed; 2) Man hours for labor by classification; 3) Equipment used in construction; 4) Consumable supplies, fuels, and materials; 5) Royalties and patent fees; 6) Bonds and insurance; 7) Overhead and profit; 8) Field office costs; 9) Home office cost; and 10) Other items of cost. d. Provide the level of detail outlined in the paragraph above for each Subcontractor or Supplier actually performing the Work if Work is to be provided by a Subcontractor or Supplier. Indicate appropriate Contractor mark-ups for Work Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 13 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE provided through Subcontractors and Suppliers. Provide the level of detail outline in the paragraph above for self-performed Work. e. Submit Change Proposals that comply with Article 15 for Cost of Work. f. Provide a revised schedule. Show the effect of the change on the Project Schedule and the Contract Times. B. Submit a Change Proposal to the Designer to request a Field Order. C. A Change Proposal is required for all substitutions or deviations from the Contract Documents. D. Request changes to products in accordance with Article 25. 12.03 Designer Will Evaluate Request for Modification A. Designer will issue a Modification per Article 11 if the Change Proposal is acceptable to the Owner. Designer will issue a Change Order or Contract Amendment for any changes in Contract Price or Contract Times. 1. Change Orders and Contract Amendments will be sent to the Contractor for execution with a copy to the Owner recommending approval. A Work Change Directive may be issued if Work needs to progress before the Change Order or Contract Amendment can be authorized by the Owner. 2. Work Change Directives, Change Orders, and Contract Amendments can only be approved by the Owner. a. Work performed on the Change Proposal prior to receiving a Work Change Directive or approval of the Change Order or Contract Amendment is performed at the Contractor’s risk. b. No payment will be made for Work on Change Orders or Contract Amendments until approved by the Owner. B. The Contractor may be informed that the Request for a Change Proposal is not approved and construction is to proceed in accordance with the Contract Documents. ARTICLE 13 – CLAIMS 13.01 Claims 13.02 Claims Process A. Claims must be initiated by written notice. Notice must conspicuously state that it is a notice of a Claim in the subject line or first sentence. Notice must also list the date of first occurrence of the claimed event. B. Claims by Contractor must be in writing and delivered to the Owner, Designer and the OAR within 7 days: 1. After the start of the event giving rise to the Claim; or 2. After a final decision on a Change Proposal has been made. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 14 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE C. Claims by Contractor that are not received within the time period provided by section 13.02(B) are waived. Owner may choose to deny such Claims without a formal review. Any Claims by Contractor that are not brought within 90 days following the termination of the Contract are waived and shall be automatically deemed denied. D. Claims by Owner must be submitted by written notice to Contractor. E. The responsibility to substantiate a Claim rests with the entity making the Claim. Claims must contain sufficient detail to allow the other party to fully review the Claim. 1. Claims seeking an adjustment of Contract Price must include the Contractor’s job cost report. Provide additional documentation as requested by OAR. 2. Claims seeking an adjustment of Contract Time must include native schedule files in Primavera or MS Project digital format. Provide additional documentation as requested by OAR. F. Contractor must certify that the Claim is made in good faith, that the supporting data is accurate and complete, and that to the best of Contractor’s knowledge and belief, the relief requested accurately reflects the full compensation to which Contractor is entitled. G. Claims by Contractor against Owner and Claims by Owner against Contractor, including those alleging an error or omission by Designer but excluding those arising under Section 7.12, shall be referred initially to Designer for consideration and recommendation to Owner. H. Designer may review a Claim by Contractor within 30 days of receipt of the Claim and take one or more of the following actions: 1. Request additional supporting data from the party who made the Claim; 2. Issue a recommendation; 3. Suggest a compromise; or 4. Advise the parties that Designer is not able to make a recommendation due to insufficient information or a conflict of interest. I. If the Designer does not take any action, the claim shall be deemed denied. J. The Contractor and the Owner shall seek to resolve the Claim through the exchange of information and direct negotiations. If no agreement is reached within 90 days, the Claim shall be deemed denied. The Owner and Contractor may extend the time for resolving the Claim by mutual agreement. Notify OAR of any actions taken on a Claim. K. Owner and Contractor may mutually agree to mediate the underlying dispute at any time after a recommendation is issued by the Designer. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 15 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE ARTICLE 14 – PREVAILING WAGE RATE REQUIREMENTS ARTICLE 15 – COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK ARTICLE 16 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL, OR ACCEPTANCE OF DEFECTIVE WORK ARTICLE 17 – PAYMENTS TO CONTRACTOR; SET-OFFS; COMPLETION; CORRECTION PERIOD ARTICLE 18 – SUSPENSION OF WORK AND TERMINATION ARTICLE 19 – PROJECT MANAGEMENT ARTICLE 20 – PROJECT COORDINATION 20.01 Work Included 20.02 Document Submittal 20.03 Communication During Project A. The OAR is to be the first point of contact for all parties on matters concerning this Project. B. The Designer will coordinate correspondence concerning: 1. Documents, including Applications for Payment. 2. Clarification and interpretation of the Contract Documents. 3. Contract Modifications. 4. Observation of Work and testing. 5. Claims. 20.04 Requests for Information A. Submit Request for Information (RFI) to the Designer to obtain additional information or clarification of the Contract Documents. 1. Submit a separate RFI for each item on the form provided. 2. Attach adequate information to permit a written response without further clarification. Designer will return requests that do not have adequate information to the Contractor for additional information. Contractor is responsible for all delays resulting from multiple document submittals due to inadequate information. 3. A response will be made when adequate information is provided. Response will be made on the RFI form or in attached information. B. Response to an RFI is given to provide additional information, interpretation, or clarification of the requirements of the Contract Documents, and does not modify the Contract Documents. C. Designer will initiate a Request for a Change Proposal (RCP) per Article 12 if the RFI indicates that a Contract Modification is required. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 16 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE ARTICLE 21 – QUALITY MANAGEMENT ARTICLE 22 – FINAL RESOLUTION OF DISPUTES ARTICLE 23 – MINORITY/MBE/DBE PARTICIPATION POLICY ARTICLE 24 – DOCUMENT MANAGEMENT ARTICLE 25 – SHOP DRAWINGS 25.01 Work Included A. Shop Drawings are required for those products that cannot adequately be described in the Contract Documents to allow fabrication, erection, or installation of the product without additional detailed information from the Supplier. B. Submit Shop Drawings as required by the Contract Documents and as reasonably requested by the OPT to: 1. Record the products incorporated into the Project for the Owner; 2. Provide detailed information for the products proposed for the Project regarding their fabrication, installation, commissioning, and testing; and 3. Allow the Designer to advise the Owner if products proposed for the Project by the Contractor conform, in general, to the design concepts of the Contract Documents. 25.02 Quality Assurance 25.03 Contractor’s Responsibilities 25.04 Shop Drawing Requirements A. Provide adequate information in Shop Drawings and Samples so Designer can: 1. Assist the Owner in selecting colors, textures, or other aesthetic features. 2. Compare the proposed features of the product with the specified features and advise Owner that the product does, in general, conform to the Contract Documents. 3. Compare the performance features of the proposed product with those specified and advise the Owner that the product does, in general, conform to the performance criteria specified in the Contract Documents. 4. Review required certifications, guarantees, warranties, and service agreements for compliance with the Contract Documents. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 17 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 25.05 Special Certifications and Reports 25.06 Warranties and Guarantees 25.07 Shop Drawing Submittal Procedures 25.08 Sample and Mockup Submittal Procedures 25.09 Requests for Deviation 25.10 Designer Responsibilities A. Shop Drawings will be received by the Designer. Designer will log the documents and review per this Article for general conformance with the Contract Documents. 1. Designer’s review and approval will be only to determine if the products described in the Shop Drawing or Sample will, after installation or incorporation into the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Designer’s review and approval will not extend to means, methods, techniques, sequences, or procedures of construction or to safety precautions or programs incident thereto. 3. Designer’s review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. B. Comments will be made on items called to the attention of the Designer for review and comment. Any marks made by the Designer do not constitute a blanket review of the document submittal or relieve the Contractor from responsibility for errors or deviations from the Contract requirements. 1. Designer will respond to Contractor’s markups by either making markups directly in the Shop Drawings file using the color green or by attaching a Document Review Comments form with review comments. 2. Shop Drawings that are reviewed will be returned with one or more of the following status designations: a. Approved: Shop Drawing is found to be acceptable as submitted. b. Approved as Noted: Shop Drawing is Approved so long as corrections or notations made by Designer are incorporated into the Show Drawing. c. Not Approved: Shop Drawing or products described are not acceptable. 3. Shop Drawing will also be designated for one of the following actions: a. Final distribution: Shop Drawing is acceptable without further action and has been filed as a record document. b. Shop Drawing not required: A Shop Drawing was not required by the Contract Documents. Resubmit the document per Article 26. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 18 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE c. Cancelled: This action indicates that for some reason, the Shop Drawing is to be removed from consideration and all efforts regarding the processing of that document are to cease. d. Revise and resubmit: Shop Drawing has deviations from the Contract Documents, significant errors, or is inadequate and must be revised and resubmitted for subsequent review. e. Resubmit with corrections made: Shop Drawing is “Approved as Noted,” but has significant markups. Make correction and notations to provide a revised document with markup incorporated into the original document so that no markups are required. f. Returned without review due to excessive deficiencies: Document does not meet the requirement of the Specifications for presentation or content to the point where continuing to review the document would be counterproductive to the review process or clearly does not meet the requirements of the Contract Documents. Revise the Shop Drawing to comply with the requirements of this Section and resubmit. g. Actions a through c will close out the Shop Drawing review process and no further action is required as a Shop Drawing. Actions d through f require follow up action to close out the review process. 4. Drawings with a significant or substantial number of markings by the Contractor may be marked “Approved as Noted” and “Resubmit with corrections made.” These drawings are to be revised to provide a clean record of the Shop Drawing. Proceed with ordering products as the documents are revised. 5. Dimensions or other data that does not appear to conform to the Contract Documents will be marked as “At Variance With” (AVW) the Contract Documents or other information provided. The Contractor is to make revisions as appropriate to comply with the Contract Documents. C. Bring deviations to the Shop Drawings to the attention of the Designer for approval by using the Shop Drawing Deviation Request form. Use a single line for each requested deviation so the Status and Action for each deviation can be determined for that requested deviation. If approval or rejection of a requested deviation will impact other requested deviations, then all related deviations should be included in that requested deviation line so the status and action can be determined on the requested deviation as a whole. D. Requested deviations will be reviewed as possible Modification to the Contract Documents. 1. A Requested deviation will be rejected as “Not Approved” if the requested deviation is unacceptable. Contractor is to revise and resubmit the Shop Drawing with corrections for approval. 2. A Field Order will be issued by the Designer for deviations approved by the Designer if the requested deviation is acceptable and if the requested deviation will not result in a change in Contract Price or Contract Times. Requested deviations from the Contract Documents may only be approved by Field Order. 3. A requested deviation will be rejected if the requested deviation is acceptable but the requested deviation will or should result in a change in Contract Price or Contract Times. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 19 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Submit any requested deviation that requires a change in Contract Price or Contract Times as a Change Proposal for approval prior to resubmitting the Shop Drawing. E. Contractor is to resubmit the Shop Drawing until it is acceptable and marked Approved or Approved as Noted and is assigned an action per Paragraph 25.10.B that indicates that the Shop Drawing process is closed. F. Information that is submitted as a Shop Drawings that should be submitted as Record Data or other type of document, or is not required may be returned without review, or may be deleted. No further action is required and the Shop Drawing process for this document will be closed. ARTICLE 26 – RECORD DATA 26.01 Work Included 26.02 Quality Assurance 26.03 Contractor’s Responsibilities 26.04 Record Data Requirements 26.05 Special Certifications and Reports 26.06 Warranties and Guarantees 26.07 Record Data Submittal Procedures 26.08 Designer’s Responsibilities A. Record Data will be received by the Designer, logged, and provided to Owner as the Project record. 1. Record Data may be reviewed to see that the information provided is adequate for the purpose intended. Record Data not meeting the requirements of Paragraph 26.02 may be rejected as unacceptable. 2. Record Data is not reviewed for compliance with the Contract Documents. Comments may be returned if deviations from the Contract Documents are noted during the cursory review performed to see that the information is adequate. 3. Contractor’s responsibility for full compliance with the Contract Documents is not relieved by the review of Record Data. Contract modifications can only be approved by a Modification. B. Designer may take the following action in processing Record Data: 1. File Record Data as received if the cursory review indicates that the document meets the requirements of Paragraph 26.02. Document will be given the status of “Filed as Received” and no further action is required on that Record Data. 2. Reject the Record Data for one of the following reasons: a. The document submittal requirements of the Contract Documents indicate that the document submitted as Record Data should have been submitted as a Shop Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 20 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE Drawing. The Record Data will be marked “Rejected” and “Submit Shop Drawing.” No further action is required on this document as Record Data and the Record Data process will be closed. Resubmit the document as a Shop Drawing per Article 25. b. The cursory review indicates that the document does not meet the requirements of Paragraph 26.02. The Record Data will be marked “Rejected” and “Revise and Resubmit.” Contractor is to resubmit the Record Data until it is acceptable and marked “Filed as Received.” When Record Data is filed, no further action is required and the Record Data process will be closed. c. The Record Data is not required by the Contract Documents nor is the Record Data applicable to the Project. The Record Data will be marked “Rejected” and “Cancel - Not Required.” No further action is required and the Record Data process will be closed. C. Contractor is to resubmit the Record Data until it is acceptable and marked “Filed as Received.” ARTICLE 27 – CONSTRUCTION PROGRESS SCHEDULE ARTICLE 28 – VIDEO AND PHOTOGRAPHIC DOCUMENTATION ARTICLE 29 – EXECUTION AND CLOSEOUT 29.01 Substantial Completion A. Notify the Designer that the Work or a designated portion of the Work is substantially complete per the General Conditions. Include a list of the items remaining to be completed or corrected before the Project will be considered to be complete. B. OPT will visit the Site to observe the Work within a reasonable time after notification is received to determine the status of the Project. C. Designer will notify the Contractor that the Work is either substantially complete or that additional Work must be performed before the Project will be considered substantially complete. 1. Designer will notify the Contractor of items that must be completed before the Project will be considered substantially complete. 2. Correct the noted deficiencies in the Work. 3. Notify the Designer when the items of Work in the Designer’s notice have been completed. 4. OPT will revisit the Site and repeat the process. 5. Designer will issue a Certificate of Substantial Completion to the Contractor when the OPT considers the Project to be substantially complete. The Certificate will include a tentative list of items to be corrected before Final Payment will be recommended. 6. Review the list and notify the Designer of any objections to items on the list within 10 days after receiving the Certificate of Substantial Completion. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 21 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 29.02 Final Inspections A. Notify the Designer when: 1. Work has been completed in compliance with the Contract Documents; 2. Equipment and systems have been tested per Contract Documents and are fully operational; 3. Final Operations and Maintenance Manuals have been provided to the Owner and all operator training has been completed; 4. Specified spare parts and special tools have been provided; and 5. Work is complete and ready for final inspection. B. OPT will visit the Site to determine if the Project is complete and ready for Final Payment within a reasonable time after the notice is received. C. Designer will notify the Contractor that the Project is complete or will notify the Contractor that Work is Defective. D. Take immediate steps to correct Defective Work. Notify the Designer when Defective Work has corrected. OPT will visit the Site to determine if the Project is complete and the Work is acceptable. Designer will notify the Contractor that the Project is complete or will notify the Contractor that Work is Defective. E. Submit the Request for Final Payment with the closeout documents described in Paragraph 29.06 if notified that the Project is complete and the Work is acceptable. ARTICLE 30 – MISCELLANEOUS END OF SECTION Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 22 of 22 DocuSign Envelope ID: 19199D5A-9BD2-4716-A328-B83C3E4529EE 37 181 37 181 N CITY COUNCIL EXHIBIT CITY OF CORPUS CHRISTI, TEXAS DEPARTMENT OF ENGINEERING SERVICES NORTH BEACH NAVIGABLE CANAL VICINITY MAP NOT TO SCALE PROJECT NUMBER: 20277 LOCATION MAP NOT TO SCALE PROJECT LOCATION PROJECT LOCATION 181 NCITY COUNCIL EXHIBIT CITY OF CORPUS CHRISTI, TEXAS DEPARTMENT OF ENGINEERING SERVICES NORTH BEACH NAVIGABLE CANAL AERIAL MAP NOT TO SCALEBREAKWATER AVE.BURLESON ST.CORPUS CHRISTI BAY TIMON BLVD.GULDEN ST.PROJECT NUMBER: 20277 PROJECT LOCATION DATE: June 1, 2020 TO: Mayor and Council FROM: Rebecca L. Huerta, City Secretary RebeccaH@cctexas.com (361) 826-3105 CAPTION: Ordinance amending the Corpus Christi Code to codify the Municipal Court Committee. SUMMARY: Like the Audit Committee, the Municipal Court Committee is appointed by the Mayor at the beginning of each Council term. Unlike the Audit Committee, the duties and responsibilities of said committee are not codified. The purpose of this ordinance is to codify the Municipal Court Committee. BACKGROUND AND FINDINGS: The Municipal Court Committee, consisting of four Council members, has traditionally been established and appointed by the Mayor at the beginning of each Council term. The Mayor appoints the chairperson of the committee from among the four members. The 2018-2020 Municipal Court Committee consists of Council Members Rudy Garza (Chairman), Paulette Guajardo, Gil Hernandez, and Ben Molina. The main purpose of the committee is to make recommendations to the full Council regarding Municipal Court Judge appointments. However, the committee’s duties and responsibilities are not codified. During Phase II of the Board and Committee Review approved by the Council in March 2020, all Council boards, ad hoc committees, and task forces must be created by resolution or ordinance. FISCAL IMPACT: None RECOMMENDATION: Staff recommends approval of the ordinance as presented. SUPPORTING DOCUMENTS: Ordinance Code Amendment to Codify the Municipal Court Committee AGENDA MEMORANDUM First Reading for the City Council Meeting of June 16, 2020 Second Reading for the City Council Meeting of June 23, 2020 Ordinance amending the Corpus Christi Code to codify the Municipal Court Committee Whereas, the Municipal Court Committee has traditionally been established and appointed by the Mayor at the beginning of each council term. Now therefore, be it Ordained by the City Council of the City of Corpus Christi, Texas: Section 1. That Corpus Christi Code of Ordinances, Chapter 29, Municipal Courts, is amended to add Sec. 29-54 as follows: Sec. 29-54 Municipal Court Committee. (a) The Municipal Court Committee will provide oversight responsibilities for Municipal Court Judicial Operations and monitoring judges (appointment, annual review and salary oversight). The Municipal Court Committee will consist of four council members appointed by the mayor at the beginning of each council term. The mayor shall appoint one of the council members as the chairperson. The mayor may change the membership of the Municipal Court Committee at any time. However, if a committee has not been appointed, then the duties of the Municipal Court Committee as described in this chapter shall be undertaken by the entire city council. (b) The Municipal Court Committee shall meet as needed to perform its duties. (1) A majority of the members of the Municipal Court Committee shall constitute a quorum. (2) The minutes of each meeting are to be prepared and sent to the co mmittee members and approved at subsequent meetings. Section 2. It is hereby declared to be the intention of the City that the sections, paragraphs, sentences, clauses, and phrases of this Ordinance are severable and, if any phrase, clause, sentence, paragraph, or section of this Ordinance shall be declared unconstitutional by the valid judgment or decree of any court of competent jurisdiction, such declaration shall not affect any of the remaining phrases, clauses, sentences, paragraphs, and sections of this Ordinance, since the same would not have been acted by the City without the incorporation into this Ordinance of any such unconstitutional phrase, clause, sentence, paragraph, or section. Section 3. This ordinance takes effect upon passage. That the foregoing ordinance was read for the first time and passed to its second reading on this the _____ day of ___________, 2020, by the following vote: Joe McComb ________________ Michael Hunter______________ Roland Barrera ________________ Ben Molina ______________ Rudy Garza ________________ Everett Roy ______________ Paulette M. Guajardo ________________ Greg Smith ______________ Gil Hernandez ________________ That the foregoing ordinance was read for the second time and passed finally on this the _____ day of __________ 2020, by the following vote: Joe McComb ________________ Michael Hunter______________ Roland Barrera ________________ Ben Molina ______________ Rudy Garza ________________ Everett Roy ______________ Paulette M. Guajardo ________________ Greg Smith ______________ Gil Hernandez ________________ PASSED AND APPROVED on this the ______ day of _________________, 2020. ATTEST: _________________________ ________________________ Rebecca Huerta Joe McComb City Secretary Mayor DATE: June 23, 2020 TO: Peter Zanoni, City Manager FROM: Kevin Norton, Director of Water Utilities KevinN@cctexas.com (361) 826-1874 Kim Baker, Director of Contracts and Procurement KimB2@cctexas.com (361) 826-3169 CAPTION: Resolution authorizing a three-year service agreement with Hach Company for the Water Information Management System (WIMS), for a total amount not to exceed $68,764.60; and the purchase and one-year service agreement for a BioTector Analyzer not to exceed $124,212.52, for the Water Division of the Utilities Department, effective upon issuance of notice to proceed, with funding in the amount of $192,977.12 available in the Water Fund. SUMMARY: This resolution authorizes a service agreement for the Water Information Management System (WIMS), and a service agreement and purchase of an analyzer for raw water samples for the W ater Division of the Utilities Department at the O. N. Stevens Water Treatment Plant. This is new software and equipment that will replace antiquated software and equipment currently being used. BACKGROUND AND FINDINGS: WIMS collects data from multiple sources through Hach instruments and compiles the data into useful and functional information that can be applied to improve plant processes, operations, and easier data-gathering for required Texas Commission on Environmental Quality (TCEQ) and other environmental regulatory reports. WIMS connects to Hach analyzers and other Hach equipment directly, which minimizes human interference and human error significantly. The WIMS purchase includes a three-year service agreement that is not part of the department’s current Hach instruments Service Agreement No. 975. The BioTector Analyzer is designed for field applications, unlike the analyzers for Service Agreement for Water Information Management System and Purchase and Service Agreement for BioTector Analyzer for Utilities Department AGENDA MEMORANDUM Action Item for the City Council Meeting of June 23, 2020 laboratory applications that are used in a controlled environment. The analyzer measures raw water samples from incoming raw water and allows operators to respond quickly to changes. This purchase of the BioTector Analyzer includes a one-year service agreement. When the one-year service agreement expires, the BioTector will be added to current Service Agreement No. 975. This is a sole source purchase. Hach Company is the sole manufacturer of Hach instruments. O.N. Stevens Water Treatment Plan currently utilizes the Hach instruments. The City is receiving a 10% discount from Hach on the turbidity meters and the WIMS. Hach disclosed that the standard discount is 5%, but the City negotiated to gain a 10% discount. WIMS will be used for the O.N. Stevens Water Treatment Plant only and will connect to Hach analyzers and other Hach equipment directly. This minimizes human interference and human error significantly. This software will be managed by staff. In addition, included in this product is the Claros Collect app which allows the user to have field access to enter data and see current data with the field instrument as well as access to maintenance information on the devices while in the field. ALTERNATIVES: An alternative would be not to invest in the software and analyzer; however, WIMS software can only read Hach instruments, which the O. N. Stevens Water Treatment Plant has over $686,000 of Hach instruments installed. The BioTector analyzer provides continuous incoming Total Organic Carbon (TOC) concentration levels to operators, providing information that can be used to make treatment process adjustments in addition to meeting regulatory compliance. FISCAL IMPACT: The fiscal impact for the Utilities Department in FY 2020 is an amount not to exceed $192,977.12 for the WIMS and purchase and service agreement for the BioTector. FUNDING DETAIL: Fund: 4010 Water Fund Organization/Activity: 31010 O. N. Stevens Water Treatment Plant Mission Element: 062 Treat Water Project # (CIP Only): N/A Accounts: 520105 Computer Software (WIMS) Cost: $68,764.60 Fund: 4010 Water Fund Organization/Activity: 31010 O. N. Stevens Water Treatment Plant Mission Element: 062 Treat Water Project # (CIP Only): N/A Accounts: 530230 Equipment Maintenance (BioTector) Cost: $124,212.52 RECOMMENDATION: Staff recommends approval of the resolution authorizing a three-year service agreement for WIMS, for purchase and a one-year service agreement for the BioTector with Hach Company, as presented. LIST OF SUPPORTING DOCUMENTS: Resolution Supply Agreement Price Sheet Page 1 of 2 Resolution authorizing a three-year service agreement with Hach Company for the Water Information Management System (WIMS), for a total amount not to exceed $68,764.60; and the purchase and one- year service agreement for a BioTector Analyzer not to exceed $124,212.52, for the Water Division of the Utilities Department, effective upon issuance of notice to proceed, with funding in the amount of $192,977.12 available in the Water Fund. WHEREAS, these services will be used by the Utilities Department; WHEREAS, this system will be used to compile data into useful information to manage the plant process and monthly reports at the O.N. Stevens Plant; WHEREAS, State law provides that such procurements, as outlined above, are subject to statutory procurement requirements, including competitive bids, unless an exception applies; WHEREAS, there is also a statutory exception for this procurement in Local Government Code, Section 252.022(a) (7) (A), as this purchase is available from only one source due to special processes or patents. Be it resolved by the City Council of the City of Corpus Christi, Texas: Section 1. The City Council specifically finds that the foregoing statements included in the preamble of this resolution are true and correct and adopts such findings for all intents and purposes related to the authorization of this procurement. Section 2. The City Manager, or designee, is authorized to execute all documents necessary to secure a purchase from Hach Services, of Loveland, Colorado based on a sole source for a total amount not-to-exceed $ 192,977.12. Page 2 of 2 PASSED AND APPROVED on the ______ day of _________, 2020: Joe McComb _______________________ Roland Barrera _______________________ Rudy Garza _______________________ Paulette M. Guajardo _______________________ Gil Hernandez _______________________ Michael Hunter _______________________ Ben Molina _______________________ Everett Roy _______________________ Greg Smith _______________________ ATTEST: CITY OF CORPUS CHRISTI Rebecca Huerta Joe McComb City Secretary Mayor Line Part Number Description Qty Unit Price % Disc Net Unit Price Extended Price 200.00 200.00 200.00 230.00 230.00 1,150.00 68,764.60 11 CLAROS-YRLY Required for all Claros subscriptions; includes cloud storage, user management, and graphs/spreadsheets 1 12 COLLECT-LP-YRLY Required for Claros Collect customers; price is per 100 location parameters 5 Grand Total $ NOTES Hach WIMS Software: Hach WIMS(tm) with 10 concurrent users, 1 facility database, 1 year of support (starts on ship date) MS SQL 2012 Express 10 GB database (Included - requires Windows 7, Windows 8, Server 2008 R2, Server 2008 SP2, Server 2012, or Vista SP2). MS SQL 2005 (4GB limit)can be used on Win XP if required Standard SCADA Interface for Hach WIMS(tm) - Rockwell: Please go to www.hach.com/im<http://www.hach.com/im>, under "Helpful Links" click on Standard SCADA and LIMS Interfaces to review the list of Standard SCADA interfaces currently available. Please verify your system is listed and click on the Documentation link to review the technical details of the interface. Contact IIM Support at 800-667-0067 if you need assistance. NOTE: If your SCADA system is not on the Hach list of standard interfaces, a custom interface will be required and additional costs will be incurred. Completion of custom interfaces may extend beyond the completion of other aspects of the project but should not delay the use of most WIMS functionality. You should discuss impact to the project schedule with your HACH RSM and Project Manager. Mobile Data Collection Tool (Claros Collect) Budgetary pricing only until pricing model confirmed: Capturing remote field data via a web browser or iOS application. Requires a subscription service * Remote installation of the interface if required * Configuration of the interface * Form Setup Training * Enable the web services for your forms * Cross reference up to 10 variables to Hach WIMS * Training on how to capture data and how to send the data to your Hach WIMS Implementation Services: Typically includes (your Project Manager will finalize the scope of work based on your needs): * Project Administration * Consultation to gather information and determine specific needs to create a project plan. * Remote Basic Install Assistance * Basic Variable setup - Adapting an industry standard list of parameters and calculations for your plant/system. * Site specific calculation setup * The Hach Project Manager will complete set up of the following regulatory reports: * ONS Process Data 06-01-17 * SWMOR Plant 1 * SWMOR Plant 2 * 1 standard format monthly KPI report with up to 10 user defined KPIs (key performance indicators) * Predefined dashboard with 10 user defined KPI's and KPI graph set * 1 standard format yearly summary KPI report with up to 10 user defined KPIs * Data Entry Form development including 1 Custom Data Entry Form and standard Monthly Data Entry Forms for all parameters * Additional scope/work, billed at our standard labor rate, can be requested and will require a change order. * Implementation assumes internet access is available at installation site. * Data Migration services are NOT included. Historical data may be imported from SCADA/LIMS systems with Purchased Page 2 of 3 Quotation Quote Date: 15-Apr-2020 Quote Expiration: 15-Jun-2020 Quote Number: 100063439v9 Use quote number at time of order to ensure that you receive prices quoted Hach Phone: (800) 227-4224 Email: quotes@hach.com Website: www.hach.com PO Box 608 Loveland, CO 80539-0608 115,359.00 103,823.10 103,823.10 7,559.00 6,803.10 6,803.10 CITY OF CORPUS CHRISTI 13101 LEOPARD STREET CORPUS CHRISTI, TX 78410 Name: Rafael Martinez Phone: 361-826-1218 Email: rafaelm@cctexas.com Customer Account Number : 092064 Sales Contact: JR Stendebach Email: jr.stendebach@hach.com Phone: 361-500-7136 PRICING QUOTATION Line Part Number Description Qty Unit Price % Disc Net Unit Price Extended Price 1 B4QDDF052AECAE2 Exp Measuring Range: 25mg, Exp TN Value: Cell D 2mm, Exp TP Value: Cell F 10mm,Relais Out: None,Language: GB English, Channel: 1 Channel,Cabinet: TYPE 24 Enclosure IP44 (1500mm x 750mm x 320mm), Bus + Out: 2 additional 4-20mA, Relais In: None, Option: Grab sample-Calibration Port / Sample Line Cleaning, Brand: Hach. Standard lead time 30 days. 1 10% 2 12-AIR-001 PSA oxygen concentrator with integrated compressorVoltage/Frequency: 115V/60HzPower: 350WDimensions: 700mm (H) x 400mm (W) x 370mm (D)The BioTector requires an oxygen supply to operate (average 22 L/hr), this can be supplied from 3 different sources. Note: Each oxygen output source is capable of supplying 2 BioTectors located within 10 meters of each other . Standard lead time 8 days. 1 10% Page 1 of 3 ITEM DESCRIPTION QUANTITY UNIT PRICE EXTENDED TOTAL 1 WIMS Software 1 each $68,764.60 $68,764,60 2 BioTector Equipment 1 each $124,212.52 $124,212.52 $192,977.12 HACH Company Loveland, Colorado TOTAL Price Sheet HACH Services for O.N. Stevens Plant City of Corpus Christi Contracts and Procurement Senior Buyer: Cynthia Perez DATE: June 23, 2020 TO: Peter Zanoni, City Manager FROM: Peter Collins, Chief Information Officer of Information Technology PeterC@cctexas.com (361) 826-3735 Kim Baker, Director of Contracts and Procurement KimB2@cctexas.com (361) 826-3169 CAPTION: Motion authorizing a three-year license agreement with SHI Government Solutions in an amount of $197,149.42, to purchase Splunk Security Software for Information Technology Department, effective upon issuance of a notice to proceed, with FY 2020 funding in an amount of $82,133.14 available in the Information Technology Fund. SUMMARY: This motion authorizes a license agreement with SHI Government Solutions for the purchase of Splunk Cloud subscription licenses used by City employees . The Splunk Cloud is a vital software that collects and aggregates log data generated throughout the organization’s technology infrastructure for security uses. BACKGROUND AND FINDINGS: The City is currently using Splunk subscription license; however, the agreement has expired and is running on an older unsupported platform. The Splunk Cloud is a vital software that collects, and aggregates log data generated throughout the organization’s technology infrastructure, from host systems and applications to network and security devices such as firewalls and antivirus filters. Splunk Cloud Subscription Licenses AGENDA MEMORANDUM Action Item for the City Council Meeting June 23, 2020 The City will use the Splunk Cloud offering which will allow IT services to operate in cloud environment that will alleviate the administrative support costs of on premises hosting. The cloud service provides near 100 percent uptime and a 60 percent increase in data to be consumed for daily security alert analytics. The City will use professional services to upgrade to the Splunk Cloud software and assist with the integration of all security appliances for analytic consumptions. The upgrade will increase IT’s ability to research security events with more efficiency and accuracy. IT reached out to the Contracts and Procurement Department to issue a long -term contract through the Department of Information Resources (DIR) Cooperative. Contracts awarded through the DIR Cooperative have been competitively procured, in compliance with Texas local and state procurement requirements. ALTERNATIVES: An alternative would be not to upgrade the subscription license and risk daily security alert analytics. FISCAL IMPACT: The fiscal impact for IT in FY 2020 is an amount of $82,133.14 for a three-year subscription license, with the remaining cost $115,016.28 to be budgeted in future years through the annual budget process. FUNDING DETAIL: Fund: 5210 Info Tech Organization/Activity: 40420 IT Tech Infrastructure Service Mission Element: 241 Prvd Support Technology Infrastructure Project # (CIP Only): n/a Account: 520105 Computer Software RECOMMENDATION: Staff recommends approval of this motion authorizing a three -year subscription license with SHI Government Solutions. LIST OF SUPPORTING DOCUMENTS: Service Agreement Price Sheet SERVICE AGREEMENT NO. 83921 Splunk Licenses and Support THIS Splunk Licenses & Support ("Agreement") is entered into by and between the City of Corpus Christi, a Texas home-rule municipal corporation (“City”) and SHI Government Solutions, Inc. (“Contractor"), effective upon execution by the City Manager or the City Manager’s designee (“City Manager”). WHEREAS, Contractor has agreed to provide Splunk Licenses and Support in accordance with DIR-TSO-3984, DIR-TSO-3926, which is incorporated by reference as if laid out here in its entirety. NOW, THEREFORE, City and Contractor agree as follows: 1. Scope. Contractor will resell Splunk Licenses and Support (“Services”) in accordance with the attached Scope of Work, as shown in Attachment A, the content of which is incorporated by reference into this Agreement as if fully set out here in its entirety. 2. Term. This Agreement is for three years, with performance commencing upon the date of issuance of a notice to proceed from the Contract Administrator or the Contracts and Procurement Department. The parties may mutually extend the term of this Agreement for up to zero additional zero-year periods (“Option Period(s)”), provided, the parties do so by written amendment prior to the expiration of the original term or the then-current Option Period. The City’s extension authorization must be executed by the City Manager or designee. 3. Compensation and Payment. This Agreement is for an amount not to exceed $197,149.42, subject to approved extensions and changes. Payment will be made for Services provided within 30 days of receipt of an acceptable invoice. Contractor shall invoice no more frequently than once per month. All pricing must be in accordance with the attached Bid/Pricing Schedule, as shown in Attachment B, the content of which is incorporated by reference into this Agreement as if fully set out here in its entirety. Any amount not expended during the initial term or any option period may, at the City’s discretion, be allocated for use in the next option period. Invoices will be mailed to the following address with a copy provided to the Contract Administrator: City of Corpus Christi Attn: Accounts Payable P.O. Box 9277 Corpus Christi, Texas 78469-9277 DocuSign Envelope ID: EF46899D-FCE6-4978-ADFD-08042E301764 Page 2 of 7 4. Contract Administrator. The Contract Administrator designated by the City is responsible for approval of all phases of performance and operations under this Agreement, including deductions for non-performance and authorizations for payment. The City’s Contract Administrator for this Agreement is as follows: Alan Carlos Information Technology 361-826-3782 alancarlos@cctexas.com 5. Insurance; Bonds. (A) Before performance can begin under this Agreement, the Contractor must deliver a certificate of insurance (“COI”), as proof of the required insurance coverages, to the City’s Risk Manager and the Contract Administrator. Additionally, the City will be given at least 30 days’ advance written notice of cancellation, material change in coverage, or intent not to renew any of the policies. The City must be named as an additional insured. The City Attorney must be given copies of all insurance policies within 10 days of the City Manager's written request. Insurance requirements are as stated in Attachment C, the content of which is incorporated by reference into this Agreement as if fully set out here in its entirety. (B) In the event that a payment bond, a performance bond, or both, are required of the Contractor to be provided to the City under this Agreement before performance can commence, the terms, conditions, and amounts required in the bonds and appropriate surety information are as included in the RFB/RFP or as may be added to Attachment C, and such content is incorporated here in this Agreement by reference as if each bond’s terms, conditions, and amounts were fully set out here in its entirety. 6. Purchase Release Order. For multiple-release purchases of Services to be provided by the Contractor over a period of time, the City will exercise its right to specify time, place and quantity of Services to be delivered in the following manner: any City department or division may send to Contractor a purchase release order signed by an authorized agent of the department or division. The purchase release order must refer to this Agreement, and Services will not be rendered until the Contractor receives the signed purchase release order. 7. Inspection and Acceptance. City may inspect all Services and products supplied before acceptance which must occur within 24 hours of providing the Services at which time title and risk of loss shall fully vest to the City. Any Services or products that are non-conforming may be replaced at no charge to the City or returned in accordance with the Contractor’s Return Policy at www.shi.com/returnpolicy, provided that the request for such return was made within the OEM or distributor’s allowable time period for return after receipt of product by City. DocuSign Envelope ID: EF46899D-FCE6-4978-ADFD-08042E301764 Page 3 of 7 8. Warranty. (A) The Contractor warrants that all products supplied under this Agreement are new. The Contractor warrants that it has clear title to the products and that the products are free of liens or encumbrances. (B) In addition, the products purchased under this Agreement shall be warranted by the Contractor or, if indicated in Attachment D by the manufacturer, for the period stated in Attachment D. Attachment D is attached to this Agreement and is incorporated by reference into this Agreement as if fully set out here in its entirety. (C) Contractor warrants that all resell services will be performed in accordance with the standard of care used by similarly situated contractors performing similar services. 9. Quality/Quantity Adjustments. Any Service quantities indicated on the Bid/Pricing Schedule are estimates only and do not obligate the City to order or accept more than the City’s actual requirements nor do the estimates restrict the City from ordering less than its actual needs during the term of the Agreement and including any Option Period. Substitutions and deviations from the City’s product requirements or specifications are prohibited without the prior written approval of the Contract Administrator. 10. Non-Appropriation. The continuation of this Agreement after the close of any fiscal year of the City, which fiscal year ends on September 30th annually, is subject to appropriations and budget approval specifically covering this Agreement as an expenditure in said budget, and it is within the sole discretion of the City’s City Council to determine whether or not to fund this Agreement. The City does not represent that this budget item will be adopted, as said determination is within the City Council's sole discretion when adopting each budget. 11. Independent Contractor. Contractor will perform the work required by this Agreement as an independent contractor and will furnish such Resell Services in its own manner and method, and under no circumstances or conditions will any agent, servant or employee of the Contractor be considered an employee of the City. 12. Subcontractors. Contractor may use subcontractors in connection with the work performed under this Agreement. When using subcontractors, however, the Contractor must obtain prior written approval from the Contract Administrator unless the subcontractors were named in the bid or proposal or in an Attachment to this Agreement, as applicable. In using subcontractors, the Contractor is responsible for all their acts and omissions to the same extent as if the subcontractor and its employees were employees of the Contractor. All requirements set forth as part of this Agreement, including the necessity of providing a COI in advance to the City, are applicable to all subcontractors and their employees to the same extent as if the Contractor and its employees DocuSign Envelope ID: EF46899D-FCE6-4978-ADFD-08042E301764 Page 4 of 7 had performed the work. The City may, at the City’s sole discretion, choose not to accept Resell Services performed by a subcontractor that was not approved in accordance with this paragraph. 13. Amendments. This Agreement may be amended or modified only in writing executed by authorized representatives of both parties. 14. Waiver. No waiver by either party of any breach of any term or condition of this Agreement waives any subsequent breach of the same. 15. Taxes. The Contractor covenants to pay payroll taxes, Medicare taxes, FICA taxes, unemployment taxes and all other applicable taxes. Upon request, the City Manager shall be provided proof of payment of these taxes within 15 days of such request. 16. Notice. Any notice required under this Agreement must be given by fax, hand delivery, or certified mail, postage prepaid, and is deemed received on the day faxed or hand-delivered or on the third day after postmark if sent by certified mail. Notice must be sent as follows: IF TO CITY: City of Corpus Christi Attn: Alan Carlos Assistant Director of IT 1201 Leopard Street, Corpus Christi, Texas 78401 Phone: (361) 826-3782 IF TO CONTRACTOR: SHI Government Solutions, Inc. Attn: Monica Pesl Account Executive 1301 S. MoPac Expressway, Suite 375, Austin, Texas 78746 Phone: (210) 427-6266 Fax: (512) 732-0232 17.CONTRACTOR SHALL FULLY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY OF CORPUS CHRISTI AND ITS OFFICERS, EMPLOYEES AND AGENTS (“INDEMNITEES”) FROM AND AGAINST ANY AND ALL LIABILITY, LOSS, THIRD PARTY CLAIMS, DEMANDS, SUITS, AND CAUSES OF ACTION OF WHATEVER NATURE, CHARACTER, OR DESCRIPTION ON ACCOUNT OF PERSONAL INJURIES, PROPERTY LOSS, OR DAMAGE, OR ANY OTHER KIND OF INJURY, LOSS, OR DAMAGE, INCLUDING ALL EXPENSES OF LITIGATION, COURT COSTS, REASONABLE ATTORNEYS’ FEES AND EXPERT WITNESS FEES, WHICH ARE CAUSED BY THE GROSS NEGLIGENCE, WILLFUL MISCONDUCT, OR VIOLATION OF LAW OF THE CONTRACTOR OR ITS EMPLOYEES OR AGENTS. CONTRACTOR MUST, AT DocuSign Envelope ID: EF46899D-FCE6-4978-ADFD-08042E301764 Page 5 of 7 ITS OWN EXPENSE, INVESTIGATE ALL THIRD PARTY CLAIMS AND DEMANDS, ATTEND TO THEIR SETTLEMENT OR OTHER DISPOSITION, DEFEND ALL ACTIONS BASED THEREON WITH COUNSEL SATISFACTORY TO THE CITY ATTORNEY, AND PAY ALL CHARGES OF ATTORNEYS AND ALL OTHER COSTS AND EXPENSES OF ANY KIND ARISING OR RESULTING FROM ANY SAID LIABILITY, DAMAGE, LOSS, CLAIMS, DEMANDS, SUITS, OR ACTIONS. THE INDEMNIFICATION OBLIGATIONS OF CONTRACTOR UNDER THIS SECTION SHALL SURVIVE THE EXPIRATION OR EARLIER TERMINATION OF THIS AGREEMENT. 18. Limitation of Liability. (A) NEITHER PARTY WILL BE LIABLE FOR ANY SPECIAL, PUNITIVE, INDIRECT, INCIDENTAL OR CONSEQUENTIAL DAMAGES INCLUDING, BUT NOT LIMITED TO, LOSS OF OR DAMAGE TO DATA, LOSS OF ANTICIPATED REVENUE OR PROFITS, WORK STOPPAGE OR IMPAIRMENT OF OTHER ASSETS, WHETHER OR NOT FORESEEABLE AND WHETHER OR NOT A PARTY HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. (B) EXCEPT IN THE CASE OF A PARTY’S OBLIGATION TO INDEMNIFY FOR THIRD PARTY CLAIMS UNDER ARTICLE 17 (INDEMNIFICATION), EITHER PARTY’S TOTAL CUMULATIVE LIABILITY TO THE OTHER IN CONNECTION WITH THIS AGREEMENT, WHETHER IN CONTRACT, TORT OR OTHER THEORY, WILL NOT EXCEED THE TOTAL AMOUNT OF FEES ACTUALLY PAID OR PAYABLE BY THE CITY TO CONTRACTOR UNDER THIS AGREEMENT FOR THE YEAR PREVIOUS TO THE INCIDENT WHICH GAVE CAUSE FOR SUCH LIABILITY. THE CITY ACKNOWLEDGES THAT SUCH AMOUNT REFLECTS THE ALLOCATION OF RISK SET FORTH IN THIS AGREEMENT AND THAT RESELLER WOULD NOT ENTER INTO THIS AGREEMENT WITHOUT THESE LIMITATIONS ON ITS LIABILITY. 19. Termination. (A) Either Party may terminate this Agreement for failure to comply with any of the terms of this Agreement. The Contract Administrator must give the defaulting Party written notice of the breach and set out a reasonable opportunity to cure. If the Contractor has not cured within the cure period, the City Manager may terminate this Agreement immediately thereafter. (B) Alternatively, the City Manager may terminate this Agreement for convenience upon 30 days advance written notice to the Contractor. The City Manager may also terminate this Agreement upon 24 hours written notice to the Contractor for failure to pay or provide proof of payment of taxes as set out in this Agreement. 20. Owner’s Manual and Preventative Maintenance. Contractor agrees to provide a copy of the owner’s manual and/or preventative maintenance guidelines or instructions if available for any equipment purchased by the City pursuant to this Agreement. Contractor will provide such documentation upon delivery of DocuSign Envelope ID: EF46899D-FCE6-4978-ADFD-08042E301764 Page 6 of 7 such equipment and prior to receipt of the final payment by the City if the owner’s manual and/or preventative maintenance guidelines are provided by the OEM. 21. Assignment. No assignment of this Agreement by the Contractor, or of any right or interest contained herein, is effective unless the City Manager first gives written consent to such assignment. The performance of this Agreement by the Contractor is of the essence of this Agreement, and the City Manager's right to withhold consent to such assignment is within the sole discretion of the City Manager on any ground whatsoever. 22. Severability. Each provision of this Agreement is considered to be severable and, if, for any reason, any provision or part of this Agreement is determined to be invalid and contrary to applicable law, such invalidity shall not impair the operation of nor affect those portions of this Agreement that are valid, but this Agreement shall be construed and enforced in all respects as if the invalid or unenforceable provision or part had been omitted. 23. Order of Precedence. In the event of any conflicts or inconsistencies between this Agreement, its attachments, and exhibits, such conflicts and inconsistencies will be resolved by reference to the documents in the following order of priority: A. this Agreement (excluding attachments); B. its attachments; then C. DIR Agreement No. DIR-TSO-3984, DIR-TSO-3926. 24. Certificate of Interested Parties. Contractor agrees to comply with Texas Government Code Section 2252.908, as it may be amended, and to complete Form 1295 “Certificate of Interested Parties” as part of this Agreement if required by said statute. 25. Governing Law. Contractor agrees to comply with all federal, Texas, and City laws in the performance of this Agreement. The applicable law for any legal disputes arising out of this Agreement is the law of the State of Texas, and such form and venue for such disputes is the appropriate district, county, or justice court in and for Nueces County, Texas. 26. Public Information Act Requirements. This paragraph applies only to agreements that have a stated expenditure of at least $1,000,000 or that result in the expenditure of at least $1,000,000 by the City. The requirements of Subchapter J, Chapter 552, Government Code, may apply to this contract and the Contractor agrees that the contract can be terminated if the Contractor knowingly or intentionally fails to comply with a requirement of that subchapter. 27. Entire Agreement. This Agreement constitutes the entire agreement between the parties concerning the subject matter of this Agreement and supersedes all prior negotiations, arrangements, agreements and understandings, either oral or written, between the parties. DocuSign Envelope ID: EF46899D-FCE6-4978-ADFD-08042E301764 Page 7 of 7 CONTRACTOR Signature: Printed Name: Title: Date: CITY OF CORPUS CHRISTI Kim Baker Director of Contracts and Procurement Date: _________________________ Approved as to legal form: ___________________ ______________________________________________ Assistant City Attorney for Miles Risley, City Attorney Attached and Incorporated by Reference: Attachment A: Scope of Work Attachment B: Bid/Pricing Schedule Attachment C: Insurance and Bond Requirements Attachment D: Warranty Requirements Incorporated by Reference Only: Exhibit 1: RFB/RFP No. DIR-TSO-3984, DIR-TSO-3926 Exhibit 2: Contractor’s Bid/Proposal Response DocuSign Envelope ID: EF46899D-FCE6-4978-ADFD-08042E301764 5/28/2020 Senior Lead Contract Specialist Kristina Mann Attachment A: Scope of Work A. Background Splunk is a Security Event and Information Management system that collects logs from various IT systems and devices for security to review and receive alerts. B. Scope of Work 1.The Contractor shall provide the following software licenses and professional services: a.Splunk Cloud Subscription with Standard Success Plan – 100 GB/day b.Splunk Professional Services Daily Rate Splunk, Inc., for a quantity of 10 days consisting of an 8-hour day each c.User Conference Attendance Conference Year for 2020 at no charge for four users 2.The Contractor will deliver the licenses via the manufacturer’s Splunk Web Portal. C. Point of Contact Alan Carlos, Assistant Director of IT 361-826-3782 alancarlos@cctexas.com Page 1 of 1 DocuSign Envelope ID: EF46899D-FCE6-4978-ADFD-08042E301764 Pricing Proposal Quotation #: 18695437 Created On: 4/1/2020 Valid Until: 6/19/2020 CITY OF CORPUS CHRISTI Inside Account Manager Andrew Sutherland 1201 Leopard Street Accounts Payable Corpus Christi, TX 78401 United States Phone: Fax: Email:AndrewS@cctexas.com Brett Yajcaji 1301 South Mo-Pac Expressway Suite 375 Austin, TX 78746 Send PO to: Texas@shi.com Phone: 732-652-0255 Fax: Email:Brett_Yajcaji@shi.com All Prices are in US Dollar (USD) Product Qty Retail Your Price Total 1 Splunk Cloud Subscription with Standard Success Plan - 100 GB/day Splunk - Part#: SE-S-CLD-ST Contract Name: Software Contract #: DIR-TSO-3984 Coverage Term: – 4/29/2021 Note: Discount Off List - 28% Year 1 1 $80,000.00 $57,508.14 $57,508.14 2 Splunk Professional Services Daily Rate Splunk, Inc Splunk - Part#: PS-DAY Contract Name: Emergency Preparedness (Carahsoft) Contract #: DIR-TSO-3926 Coverage Term: – 4/29/2021 Note: Discount Off List - 1.50% Year 1 10 $2,500.00 $2,462.50 $24,625.00 3 .conf User Conference Attendance Conference Year = 2020 Splunk - Part#: USER-CONF-REG Contract Name: Software Contract #: DIR-TSO-3984 Note: Discount Off List -100% - Year 1 4 $1,895.00 $0.00 $0.00 4 Splunk Cloud Subscription with Standard Success Plan - 100 GB/day Splunk - Part#: SE-S-CLD-ST Contract Name: Software Contract #: DIR-TSO-3984 Coverage Term: 4/30/2021 – 4/29/2022 Note: Discount Off List - 28% Year 2 1 $80,000.00 $57,508.14 $57,508.14 5 Splunk Cloud Subscription with Standard Success Plan - 100 GB/day Splunk - Part#: SE-S-CLD-ST Contract Name: Software Contract #: DIR-TSO-3984 Coverage Term: 4/30/2022 – 4/29/2023 Note: Discount Off List - 28% Year 3 1 $80,000.00 $57,508.14 $57,508.14 Subtotal $197,149.42 Shipping $0.00 Page 1 of 1 Attachment B: Bid/Pricing Schedule DocuSign Envelope ID: EF46899D-FCE6-4978-ADFD-08042E301764 Attachment C: Insurance Requirements Insurance and bond are not required for this service agreement; therefore, Section 5 Insurance; Bonds, subsection 5 (A) and 5 (B) are null and void. Page 1 of 1 DocuSign Envelope ID: EF46899D-FCE6-4978-ADFD-08042E301764 Attachment D: Warranty Requirements Warranty is not required for this service agreement; therefore, Section 8, Warranty, subsection 8 (A) and 8 (B) is null and void. Page 1 of 1 DocuSign Envelope ID: EF46899D-FCE6-4978-ADFD-08042E301764 City of Corpus Christi Price Sheet Sr. Buyer: Minerva Alvarado Splunk Cloud Subscription Licenses DIR-TSO-3984 Item Description Qty Price Extended Price 1 Splunk Cloud Subscription w/Standard Success Plan-Year 1 1 $57,508.14 $57,508.14 2 Splunk Professional Service Daily Rate- Year 1 10 $2,462.50 $24,625.00 3 User Conference Attendance Conference Year -2020 4 $0.00 $0.00 $82,133.14 4 Splunk Cloud Subscription w/Standard Success Plan-Year 2 1 $57,508.14 $57,508.14 5 Splunk Cloud Subscription w/Standard Success Plan-Year 3 1 $57,508.14 $57,508.14 $197,149.42 SHI Government Solutions Austin, TX Total Year 1 Grand Total DATE: June 23, 2020 TO: Peter Zanoni, City Manager FROM: Kevin Norton, Director of Water Utilities KevinN@cctexas.com (361) 826-1874 Kim Baker, Director of Contracts and Procurement KimB2@cctexas.com (361) 826-3169 CAPTION: Motion authorizing a six-month service agreement with Blastco Texas, Inc. in the amount of $85,000.00 for the fabrication and installation of a lifting beam used by the Utilities Department at Choke Canyon Dam for crane operations, effective upon issuance of notice to proceed, with FY 2020 funding in the amount of $85,000.00 available in the Water Fund. SUMMARY: This authorizes a six-month service agreement for the purchase and installation of a lifting beam for the stoplogs at Choke Canyon Dam. Stoplogs are massive panels that are stacked in channels in front of the dam gate to block water flow during maintenance and repair operations or during emergencies if a dam gate fails. Blastco Texas, Inc. will provide a turnkey service that includes the fabrication and installation of a new lifting beam unit and the removal of the current unit. BACKGROUND AND FINDINGS: The stoplog lifting beam is almost 30 years old and is bent beyond serviceability. It was bent in February 2019 during installation of the stoplogs during construction warranty repairs of a gate and was bent further in September 2019 during removal of the stoplogs when the warranty work was completed. As part of an engineering evaluation of the gate control systems at the spillway and outlet works of Choke Canyon Dam , it was determined the stoplog lifting beam was bent beyond repair. To prevent reoccurrence, the new beam will be fabricated using high-strength steel that is stronger and more corrosion -resistant than the original lifting beam steel. The Contracts and Procurement Department conducted a competitive Request for Bid Lifting Beam at Choke Canyon Dam AGENDA MEMORANDUM Action Item for the City Council Meeting of June 23, 2020 process to obtain bids for a new contract. The City received one responsive, responsible bid, and is recommending award to Blastco Texas, Inc. for the fabrication and installation of a gantry crane lifting beam in the amount of $85,000. City staff determined the price to be fair and reasonable for this single bid as the Engineers Estimate for this work was $102,000. ALTERNATIVES: An alternative to proceeding with the replacement of current lifting beam is for staff to continue operating the lifting beam to failure, which can result in public health and safety issues due to flooding if a gate fails and the stoplogs cannot be installed. This lifting beam is essential for maintenance functions as well as for emergency safety operations at Choke Canyon Dam. FISCAL IMPACT: The fiscal impact in FY 2020 for the Utilities Department is in the amount of $85,000.00 for the purchase and installation of a gantry crane lifting beam for stoplogs at Choke Canyon Dam. Funding Detail: Fund: 4010 Water Organization/Activity: 30210 Choke Canyon Dam Mission Element: 061 Manage raw water storage Project # (CIP Only): Account: 530000 Professional Services RECOMMENDATION: Staff recommends approval of this motion authorizing a six-month service agreement with Blastco Texas, Inc. for one gantry crane lifting beam as presented. LIST OF SUPPORTING DOCUMENTS: Bid Tabulation Service Agreement CITY OF CORPUS CHRISTI Bid Tabulation Contracts and Procurement RFB 2841 Gantry Crane Lifting Beam for Stop Logs at Choke Senior Buyer: Cynthia Perez Canyon Dam Unit Extended Price Price 1 Lifting Beam as per Scope of work and drawings 1 EA. $75,000.00 $75,000.00 2 Removal and Disposal of current Lifting beam and Installation of new lifting beam 1 Lumpsum $10,000.00 $85,000.00 Blastco Texas, Inc. Channelview, Texas ITEM DESCRIPTION QTY.UNIT Total AGENDA MEMORANDUM Action Item for the City Council Meeting of June 23, 2020 DATE: June 19, 2020 TO: Peter Zanoni, City Manager FROM: Jermel Stevenson, Director of Parks and Recreation jermels@cctexas.com (361) 826-3042 Jeff H. Edmonds, P. E., Director of Engineering Services jeffreye@cctexas.com (361) 826-3851 Kim Baker, Director of Contracts and Procurement kimb2@cctexas.com (361) 826-3169 CAPTION: Motion authorizing Amendment No. 1 to the professional services contract with Jacobs Engineering Group, Inc., to provide additional professional services to furnish the design, permitting, bid documents and construction phase services for the Cole Park Pier project, located in City Council District 2, in the amount of $613,055.00 for a total revised contract value not to exceed $713,055.00, effective upon notice to proceed, with funding approved and available from Bond 2018. SUMMARY: This contract, Amendment No. 1, provides for design, bid and construction-phase services for the Cole Park Pier project. BACKGROUND AND PURPOSE: Cole Park is one of the City’s busiest parks for both residents and visitors. Cole Park Pier, constructed in 1971, is a concrete, T-shaped structure that extends approximately 500 linear feet (LF) into the bay. The pier was closed to public access in April of 2018 due to safety and structural concerns. A few weeks after closure, the pier structure experienced a partial collapse of the first few concrete walkway panels that connect the pier to the shoreline. Professional Services Contract Amendment No. 1 Cole Park Pier (Bond 2018) On February 11, 2020, City Council awarded a contract to Jacobs Engineering Group, Inc., in an amount not to exceed $100,000.00 for preliminary design of the Cole Park Pier improvements. Contract Amendment No. 1 provides additional professional services to furnish the design, permitting, bid documents and construction phase services for the Cole Park Pier project. PROJECT TIMELINE: F M A M J J A S O N D 2020 2021 Pre-Design Design Bid/Award JANUARY THROUGH SUMMER Construction If approved by City Council, design should be complete by September 2020 and construction anticipated to start December 2020 with an estimated completion of Summer 2021. COMPETITIVE SOLICITATION PROCESS The Contracts and Procurement Department issued a Request for Qualifications for the engineering services for the Cole Park Pier. Seven firms submitted their qualifications and a technical evaluation was performed by the selection committee. The selection committee consisted of one representative from City Manager’s office, one representative from the Parks and Recreational Department and one representative from Engineering Services. Firms were ranked based on five factors: 1) experience of the firm, 2) experience of the key personnel with specific experience with similar projects, 3) project approach and management plan, 4) capacity to meet the project requirements and timelines, and 5) past performance. Four firms were shortlisted to be interview. Technical and Interview scores were combined to determine the highest-ranking firm. Jacobs Engineering Group Inc. was the highest ranked firm and was awarded the AE contract. ALTERNATIVES: Not awarding the contract amendment will delay the Cole Park Pier project. FISCAL IMPACT: This contract amendment authorizes Jacobs Engineering Group, Inc., to provide additional professional services to furnish the design, permitting, bid documents and construction phase services for the Cole Park Pier project in the amount of $613,055.00 for a total amount not to exceed of $713,055.00 for the Cole Park Pier project, located in City Council District 2, The funding is approved and available from Bond 2018 Proposition C. Funding Detail: Fund: Park and Recreation 2019 Bond 2018 (Fund 3295) Mission Elem: Maintaining Park and Recreation Facilities (ME 141) Project No.: Cole Park Pier (18171B) Account: Outside Consultants (550950) Activity: 18171-B-3295-EXP Amount: $613,055.00 RECOMMENDATION: Staff recommends approval of the professional services amendment contract with Jacobs Engineering Group, Inc., in the amount of $613,055.00 for the Cole Park Pier project. RECOMMENDATION: Staff recommends approval of the contract as presented. LIST OF SUPPORTING DOCUMENTS: Location Maps Contract SERVICE AGREEMENT NO. 2699 CITY OF CORPUS CHRISTI AMENDMENT NO. 1 to the CONTRACT FOR PROFESSIONAL SERVICES The City of Corpus Christi, Texas, hereinafter called “CITY,” and JACOBS ENGINEERING GROUP, hereinafter called “CONSULTANT,” agree to the following amendment to the Contract for Professional Services for Cole Park Pier Improvements (Project No. 18171B) as authorized and administratively amended by: Original Contract February 11, 2020 Motion No. M2020-047 100,000.00 IN THE ORIGINAL CONTRACT, EXHIBIT A, SCOPE OF SERVICES, shall be modified as shown in the attached Exhibit A and A-1. IN THE ORIGINAL CONTRACT, ARTICLE I – SCOPE OF SERVICES, per paragraph 1.6, the City’s General Conditions for Construction Contracts omitted from the original contract are hereby added as Exhibit D. Exhibit D includes the Designer’s responsibilities during the Construction Administration and Construction Observation Phases as noted in Exhibit A and A-1. The Designer’s responsibilities are only noted in the sections that refer to the Designer. All other terms and conditions in Exhibit D refer to Contractor’s responsibilities. The Designer has no express or implied services not specifically noted in the Designer’s responsibilities. IN THE ORIGINAL CONTRACT, COMPENSATION shall be modified as shown in the attached Exhibit A for an additional fee not to exceed $613,055.00 for a total revised fee not to exceed $713,055.00. All other terms and conditions of the February 11, 2020 contract between the “CITY” and “CONSULTANT” and of any amendments to that contract which are not specifically addressed herein shall remain in full force and effect. CITY OF CORPUS CHRISTI JACOBS ENGINEERNG GROUP, INC. ________________________________ __________________________________ Peter Zanoni Date Jeff Ely, P.E. Date City Manager Manager of Projects 555 N. Carancahua, Suite 320 Corpus Christi, Texas 78401 (281)776-2525 Jeff.Ely@Jacobs.com Sidney.Faas@Jacobs.com APPROVED AS TO FORM ________________________________ Legal Department Date DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F 6/18/2020 EXHIBIT “A” Page 1 of 7 EXHIBIT “A” CITY OF CORPUS CHRISTI, TEXAS COLE PARK PIER IMPROVEMENTS PROJECT NO. 18717A I. SCOPE OF SERVICES A. BASIC SERVICES For the purpose of this Contract, Preliminary Phase may include Schematic Design and Design Phase services may include Design Development as applicable to Architectural/Engineering services. 1. Preliminary Phase The Architect/Engineer (A/E), also referred to as Consultant, will: a) Attend Project Kick-off Meeting and additional meetings as described in Exhibit A-1. Distribute meeting minutes to attendees within five working days of the meeting. b) Perform a site visit, take photographs of existing conditions and prepare photograph logs. c) Provide geotechnical scope recommendations and coordinate with the City’s Geotechnical Investigation Company. Proposed boring sites shall be approved by the City Project Manager prior to performing geotechnical investigation. d) Request and review available reports, record drawings, utility maps and other information provided by the City pertaining to the project area. e) Prepare preliminary opinions of probable construction costs (OPCC) for the recommended improvements. f) Conduct preliminary analysis of lighting, including existing equipment, above/below ground electrical service, etc. Provide recommendations for improvements/upgrades. g) The A/E will participate in discussions with the Parks and Recreation Department; Development Services and other agencies and US Army Corps of Engineers as required to satisfactorily complete the Project. Any directions or changes to scope provided by the Operating Department or other agencies shall be reviewed with the City Engineering Department PM prior to including/excluding from the scope of work. h) Identify and analyze requirements of governmental authorities having jurisdiction to approve design of the Project including permitting, environmental, historical, construction, and geotechnical issues; upon request or concurrence of the Project Manager, coordinate with agencies such as Texas Department of Licensing and Registration (TDLR) and the United States Army Corps of Engineers (USACE). i) Prepare exhibits for one Parks and Recreation Advisory Committee meeting Prepare an Engineering Letter Report (ELR) ( 2-3 page main-body text document with supporting appendices) that documents the analyses, approach, opinions of probable construction costs, and document the work with text, tables, schematic-level exhibits and computer models or other applicable supporting documents required per City Plan Preparation Standards (CPPS). The Engineering Letter Report to include: (1) Provide a concise presentation of pertinent factors, sketches, designs, cross- sections, and parameters which will or may impact the design, including engineering design basis, preliminary layout sketches, construction sequencing, alignment, cross section, geotechnical testing report, right-of- DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F EXHIBIT “A” Page 2 of 7 way requirements, identification of needed additional services, identification of needed permits and environmental consideration, existing and proposed utilities, existing electric identification of quality and quantity of materials of construction, and other factors required for a professional design. (2) Provide an opinion of probable construction costs. (3) Identify and analyze requirements of governmental authorities having jurisdiction to approve design of the Project including permitting, environmental, historical, construction, and geotechnical issues; meet as City agent or with City participation and coordinate with agencies such as TDLR and USACE. (4) Summarize the Geotechnical Report findings and criteria for the pier and parking area design (5) Provide preliminary index of anticipated drawings and specifications. j) Initiate ELR submittal discussion with City PM to brief PM on any concerns or issues prior to distribution of ELR submittal. k) Submit one (1) copy in an approved electronic format, and two (2) hard copies of the Draft Engineering Letter Report. l) Participate in ELR review meeting with City staff and others on the Draft Engineering Letter Report as scheduled by City Project Manager. m) Address review comments and questions and provide written responses to the City PM. n) Assimilate all City review comments into the Final Engineering Letter Report. Provide one (1) electronic and one (1) hard copy using City Standards as applicable and suitable for reproduction. City staff will provide electronic copies of the following information (as applicable and requested through the City PM): a) Electronic index and database of City’s Record Drawing and record information. b) Record Drawings and record information as available from City Engineering files. c) The preliminary budget, specifying the funds available for construction. d) A copy of existing studies and plans (as available from City Engineering files). e) Copy of Geotechnical Investigation Report. Note: Applicable Master Plans and GIS mapping are available on the City’s website. The records provided for A/E’s use under this Contract are proprietary, copyrighted, and authorized for use only by A/E, and only for the intended purpose of this project. Any unauthorized use or distribution of the records provided under this Contract is strictly prohibited. 2. Design Phase. Upon approval of the preliminary phase, designated by receiving authorization to proceed from the City Project Manager, the A/E will: a) Coordinate with AEP and City Traffic Engineering to identify location of electrical power conduit for lighting. b) Prepare Construction Documents in City standard format for the work identified in the approved ELR. Construction plans to include improvements or modifications to the pier and lighting systems within the Project limits, per the Project scope. Include standard City of Corpus Christi detail sheets and specifications as applicable to the Project. DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F EXHIBIT “A” Page 3 of 7 (1) Prepare construction plans in compliance with CPPS using English units on full-size (22” x 34”) for the final plans, however all submittals (except the final plans will be half-size (11” x 17”) (2) Prepare Traffic Control and Construction Sequencing Plans (TCP). The TCP will include construction sequencing, typical cross section and construction phasing plan sheets, warning and barricades, as well as standards sheets for barricades, traffic control plan, (3) Recommend pollution control measures and Best Management Practices (BMP) layout for the Contractor’s Storm Water Pollution Prevention Plan, using the City Standard Notes and BMP Detail Sheets as applicable. c) Submit two (2) sets of the 90% plans and bid documents (90% submittal) in electronic and half-size hard copies using City Standards as applicable to City staff for review and approval purposes. Include the 90% estimate of probable construction costs, 90% submittal Executive Summary, Submittal Packet, Project and Drawing Checklists, responses to previous review comments and the Contract Document Book with in-line Track Changes in red to identify all proposed edits to the City Construction Contract Documents. d) Participate in Project 90% review meeting. Prepare and distribute meeting minutes to attendees within five working days of the meeting. Assimilate all review comments, as appropriate, and proceed to the pre-ATA (Authorized for Advertisement) submittal. e) Provide one (1) set of the pre-ATA plans (100% unsealed and unstamped) in electronic and half-size hard copy using City Standards as applicable for City’s Pre-ATA review. Include the pre-ATA OPCC and written responses to previous review comments. The pre-ATA (100%) submittal will not include a full distribution and review unless in the opinion of the City Project Manager the questions from the previous review have not been adequately addressed or resolved in the pre-ATA submittal. If this occurs, the PM may request additional distribution, meeting, review and related revisions at no additional cost to the City. f) Assimilate all pre-ATA comments, as appropriate, and provide one (1) set of the final plans and contract documents (signed and sealed, electronic and half- size hard copy using City Standards as applicable) suitable for reproduction. Said bid documents henceforth become the shared intellectual property of the City of Corpus Christi and the Consultant. The City agrees that any modifications of the submitted final plans (for other uses by the City) will be evidenced on the plans and be signed and sealed by a professional engineer prior to re-use of modified plans. g) Provide Quality Assurance/Quality Control (QA/QC) measures to ensure that all submittals accurately reflect the percent completion designated and do not necessitate an excessive amount of revision and correction by City. Additional revisions or design submittals are required (and within the scope of Consultant’s duties under this Contract) if, in the opinion of the City Engineer or designee, Consultant has not adequately addressed City-provided review comments or provided submittals in accordance with City standards. h) Prepare and submit Monthly Status Reports to the Project Manager no later than the last Wednesday of each month with action items developed from monthly progress and review meetings. The City staff will: a) Designate an individual to have responsibility, authority, and control for coordinating activities for the Project. DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F EXHIBIT “A” Page 4 of 7 b) Provide the budget for the Project specifying the funds available for the construction contract. c) Provide electronic copy the City’s Standard Specifications, Standard Detail sheets, Front End Contract Documents, and forms for required bid documents. 3. Bid Phase The A/E will: a) Participate in the pre-bid conference to discuss scope of work and to answer scope questions b) Review all questions concerning the bid documents and prepare any revisions to the plans, specifications and bid forms that may be necessary. c) Attend bid opening and assist with the evaluation of bids. d) Assist with the review of the Contractor’s Statement of Experience and confirm it meets Contract requirements. e) For bids over budget, the A/E will confer with City staff and provide and, if necessary, make such revisions to the bid documents as the City staff deems necessary to re-advertise the Project for bids. f) Provide two (2) hard copy set and one (1) electronic set of conformed drawings and conformed Contract Documents (PDF and original [CAD/Word/etc.]) to the City. The City staff will: a) Advertise the Project for bidding, maintain the list of prospective bidders, issue any addenda, prepare bid tabulation and conduct the bid opening. b) Coordinate the review of the bids with the A/E. c) Prepare agenda materials for the City Council concerning bid awards. d) Prepare, review and provide copies of the Contract for execution between the City and the Contractor. 4. Construction Administration Phase. The A/E will perform construction administration to include the following: a) Participate in pre-construction meeting conference and provide to the City PM a recommended agenda for critical construction activities and elements impacting the project. b) Review Contractor submittals and operating and maintenance manuals for conformance to Contract Documents. c) If requested by the City, review and interpret field and laboratory tests. d) Provide interpretations and clarifications of the Contract Documents for the Contractor and authorize required changes, which do not affect the Contractor’s price and are not contrary to the general interest of the City under the Contract as requested by the Owner’s Authorized Representative (OAR). e) Make periodic (four hours per week for nine months ) visits to the site of the Project to confer with the City Project Inspector and Contractor to observe the general progress and quality of work, and to determine, in general, if the work is being done in accordance with the Contract Documents. This will not be confused with the Construction Observation Services or continuous monitoring of the progress of construction. f) Provide interpretations and clarifications of the plans and specifications for the Contractor and recommendations to the City for minor changes which do not affect the Contractor’s price and are not contrary to the general interest of the City under the Contract as requested by the OAR DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F EXHIBIT “A” Page 5 of 7 g) Attend final inspection with City staff, provide punch list items to the City’s Construction Engineers for Contractor completion, and provide the City with a Certificate of Completion for the Project upon successful completion of the Project. h) Review Contractor-provided construction “red-line” drawings. Prepare Project Record Drawings and provide a reproducible set and electronic file (both PDF and AutoCAD r.14 or later) within one (1) month of receiving the Contractor’s red-line drawings. All drawings shall be CADD drawn using dwg format in AutoCAD, and graphics data will be in .dxf format with each layer being provided in a separate file. Attribute data will be provided in ASCII format in tabular form. All electronic data will be compatible with the City GIS system. The Record Drawings should incorporate the Contractor’s red-lines and identify all changes made during construction. The Drawing Cover and each sheet should be clearly identified as the Record Drawing and should indicate the basis and date. i) When requested by the OAR, assist in addressing Request for Information (RFI) submitted by the Contractor. The City staff will: a) Prepare applications/estimates for payments to Contractor. b) Conduct the final inspection with the A/E. B. ADDITIONAL SERVICES This section defines the scope of additional services that may only be included as part of this contract if authorized by the Director of Engineering Services. A/E may not begin work on any services under this section without specific written authorization by the Director of Engineering Services. Fees for Additional Services are an allowance for potential services to be provided and will be negotiated by the Director of Engineering Services as required. The A/E shall, with written authorization by the Director of Engineering Services, perform the following: 1. Permit Preparation. Furnish the City documentation necessary for the U.S. Army Corps of Engineers Letter of Permission (LOP) for the Cole Park Pier. 2. Bathymetric Survey. All work must comply with Category 1-A, Condition I specifications of the Texas Society of Professional Surveyors’ Manual of Practice for Land Surveying in the State of Texas, latest edition. All work must be tied to and in conformance with the City’s Global Positioning System (GPS) control network. All work must comply with all TxDOT requirements as applicable. Include references tying Control Points to a minimum of two (2) registered NGS Benchmark Monuments in the vicinity of the Project that will not be disturbed by construction. Survey sheets shall be sealed by a Registered Public Surveyor, provided to the City and included in the bid document plan set. a) Establish Horizontal and Vertical Control. b) Establish both primary and secondary horizontal/vertical control. c) Set project control points for Horizontal and Vertical Control outside the limits of area that will be disturbed by construction. d) Horizontal control will be based on NAD 83 State plane coordinates (South Zone), and the data will have no adjustment factor applied – i.e. – the coordinate data will remain in grid. e) Vertical control will be based on NAVD 88. DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F EXHIBIT “A” Page 6 of 7 f) Provide a bathymetric survey to include stations every 50 ft along the shoreline within the project limits. Survey readings shall be taken perpendicular to the shoreline every 10 ft and extending from the shoreline to the centerline of the Channel. Survey shall conform to the USACE standards “Other General Surveys and Studies (Coastal Engineering Surveys)” specifications according to USACE Manual No. 1110-2-1003. 3. Construction Observation Services. To Be Determined 4. Warranty Phase. To Be Determined. Provide the services above authorized in addition to those items shown on Exhibit “A- 1” Task List, which provides supplemental description to Exhibit “A”. Note: The Exhibit “A-1” Task List does not supersede Exhibit “A”. I. SCHEDULE Anticipated schedule to be adjusted based on actual NTP and review dates. Date Activity June 16, 2020 NTP July 14, 2020 Draft ELR Submittal July 21, 2020 City Review July 28, 2020 Final ELR Submittal October 6, 2020 90% Design Submittal October 13, 2020 City Review October 27, 2020 100% Pre-ATA Submittal November 10, 2020 Final Sealed Bid Package November 24, 2020 Advertise for Bids December 8, 2020 Pre-Bid Conference December 22, 2020 Receive Bids February 21, 2020 Contract Award March 21, 2020 Begin Construction August 21, 2021 Complete Construction II. FEES A. Fee for Basic Services. The City will pay the A/E a fixed fee for providing all “Basic Services” authorized as per the table below. The fees for Basic Services will not exceed those identified and will be full and total compensation for all services outlined in Section I.A.1-4 above, and for all expenses incurred in performing these services. The fee for this project is subject to the availability of funds. The A/E may be directed to suspend work pending receipt and appropriation of funds. For services provided, A/E will submit monthly statements for services rendered. The statement will be based upon A/E’s estimate (and with City’s concurrence) of the proportion of the total services completed at the time of billing. City will make prompt monthly payments in response to A/E’s monthly statements. B. Fee for Additional Services. For services authorized by the Director of Engineering Services under Section I.B. “Additional Services”, the City will pay the A/E a not-to-exceed fee as per the table below: DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F EXHIBIT “A” Page 7 of 7 Revised 26 March 2019 SUMMARY OF FEES A. BASIC SERVICES Original Contract Total Amendment #1 1A INITIAL PRELIMINARY PHASE (Time and Materials) $ 100,000 $ 100,000 1B REMAINDER PRELIMINARY PHASE $ 147,025 $ 147, 025 1 DESIGN PHASE $ - $ 335,385 $ 482,410 2 BID PHASE $ - $ 23,050 $ 505,460 3 CONSTRUCTION ADMINISTRATION PHASE $ - $ 85,435 $ 590,895 SUBTOTAL OF BASIC SERVICES $ 100,000 $ 490,895 $ 590,895 B. ADDITIONAL SERVICES 1 PERMIT PREPARATION * $ - $ 10,560 $ 10,560 2 BATHYMETRIC SURVEY * $ - $ 11,600 $ 11,600 3 CONSTRUCTION OBSERVATION SERVICES (TBD)* $ - $ - $ - 4 WARRANTY PHASE TBD $ - $ - $ - SUBTOTAL OF ADDITIONAL SERVICES $ - $ 22,160 $ 22,160 SUMMARY OF FEES BASIC SERVICES FEE $ 100,000 $ 490,895 $ 590,895 ADDITIONAL SERVICES FEES $ - $ 22,160 $ 22,160 TOTAL AUTHORIZED FEES $ 100,000 $ 613,055 $ 713,055 *Additional Services authorized in coordination with the notice to proceed for Basic Services and written authorization from the City to the A/E is required prior to performing these services. TBD includes those services that may be amended into the contract at a later date. DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F EXHIBIT “A-1” Page 1 of 6 EXHIBIT “A-1” TASK LIST CITY OF CORPUS CHRISTI, TEXAS COLE PARK PIER IMPROVEMENTS PROJECT NO. 18717A I. SCOPE OF SERVICES Project Limits and Scope The project scope is described in the City of Corpus Christi (City) RFQ 2699. Cole Park is one of the City’s busiest regional parks for both residents and visitors. Cole Park Pier is used for general recreation and fishing. The Cole Park Pier (Pier) was constructed early 1970’s and was closed approximately April 2018 due to public safety concerns. The Pier was constructed with driven concrete piling with precast concrete caps that support the precast walkway and fishing area. The pier structure recently experienced a partial collapse of the first few concrete walkway panels that connect the Pier to the shoreline. The Pier is a “T head” shaped structure comprised of the concrete walkway that extends approximately 500 linear feet (lf) to the “T head” fishing area as noted on Figure 1. There are two smaller fishing decks, located approximately 250 lf and 330 lf from the shoreline. The “T head” main fishing area is 20 lf wide and extends approximately 80 lf. The walkway at the shoreline is 6-foot wide and widens to 10-foot from the first fishing deck to the “T head” fishing area. A Structural Condition Assessment of the existing Pier revealed that the majority of the Pier’s structural integrity has been lost to corrosion. FIGURE 1- Cole Park Pier DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F EXHIBIT “A-1” Page 2 of 6 The project will include two construction packages: • Pier Demolition Project. • Pier and Pier Public Use Improvements and Sitework and Landside Public Use Improvements. The Pier Demolition Project scope includes demolition of the existing Pier structural components and electrical system. The new Pier will include: • Similar dimensions as the existing Pier however the walkway will be a minimum 10 ft wide. The Pier will include five bump out areas. • Floodlight and walkway lights and electrical service to the Pier. • Seating areas, shade structures and overlook areas. The Sitework and Landside Public Use Areas project scope are noted on Figure 2 and will include: • An expanded parking lot. • Seating areas, benches, shade structures and signage. FIGURE 2 – Sitework and Landside Public Use Areas A. BASIC SERVICES 1. Preliminary Phase a) Design Project Management and Meetings DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F EXHIBIT “A-1” Page 3 of 6 1) Provide design project management ( four months) , monthly reports and subconsultant coordination. 2) Participate in biweekly project design review meetings for the anticipated four-month design phase (eight meetings) with City Staff and one review meeting to receive City comments on the Draft Engineering Letter Report (ELR). 3) Participate in one City Parks and Recreation Advisory Committee meeting as noted in Exhibit A. b) Preliminary Design (30%) 1) The City will provide a geotechnical investigation report prepared by a geotechnical investigation company including two marine borings and one land boring. 2) Review geotechnical results. 3) Establish site environmental criteria (wind, waves, tides etc.). 4) Determine still water elevation. 5) Provide a numerical spectral wave modelling study to determine design wave conditions and overtopping rates including local bathymetry in Corpus Christi Bay. 6) Determine forces generated during extreme flooding events and establish shoreline scour protection. 7) Analyze future sea level rise changes and perform numerical model simulations that include future sea level rise (SLR) projection scenarios including local land subsidence. 8) Structurally analyze the Pier components. 9) Develop Pier components including sections and details. 10) Develop accessibility requirements in accordance with Texas Department of Licensing and Regulation (TDLR) standards. 11) Determine electrical and lighting requirements for the Pier and sitework (subconsultant). 12) Prepare a Preliminary Opinion of Probable Construction Costs (OPCC) for the pier and sitework options. 13) Prepare a project schedule. 14) Prepare an abbreviated Draft Engineering Letter Report (two pages) and include: (a) Project Description. (b) Surveys. (c) Design Loads (live loads, dead loads, hydrodynamic loads). (d) Pier Replacement Options. (e) Sitework Options (parking areas and sidewalks and considering the hike and bike trail). (f) Pedestrian Connectivity Between the Pier, Parking Lots , Playground and Skatepark. (g) Electrical and Lighting Description and Requirements. (h) Regulatory Permits (USACE). DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F EXHIBIT “A-1” Page 4 of 6 (i) OPCC. (j) Project Schedule. (k) Anticipated Index of Final Design Drawings and Specifications. (l) Copy of Geotechnical Investigation Report. (m) Recommendations. 15) Prepare and submit preliminary design plans (approximately 30% complete with adequate detail to establish the project parameters) including the following anticipated drawings: Pier and Pier Public Use Improvements (a) Cover Sheet. (b) General Notes, Abbreviations and Design Criteria (1 sheet). (c) Project Layout (1 sheet). (d) Site Plans (2 sheets). (e) Pier Structural Details (2 sheets). (f) Pier Public Use Options 1 and 2 - Plans and Sections including renderings. (4 sheets). (g) Electrical and Lighting Plans and Sections (3 sheets). Sitework and Landside Public Use Improvements (a) Cover Sheet. (b) General Notes, Abbreviations and Design Criteria (1 sheet). (c) Project Layout (1 sheet). (d) Sitework Plan and Sections (2 sheets). (e) Landside Public Use Plans and Sections including renderings (4 sheets). (f) Drainage Plan and Sections (2 sheets). (g) Electrical and Lighting Plans and Sections (3 sheets). 16) Provide QA review of deliverables. 17) Submit the Engineering Letter Report to the City and participate in a review meeting. 18) The Final Engineering Letter Report will incorporate review comments from the City review meeting. The City’s review will include the final selection of a Pier and Pier Public Use option and Sitework and Landside Public Use option. 2. Design Phase (90%, 100% and Final) a) Finalize the structural, civil and electrical engineering analysis and architectural design of the tasks noted in the Preliminary Design and prepare CAD drawings for the deliverables noted below. b) Deliverables 1) 90% Submittal. Plans – Anticipated drawings include the following: Pier and Pier Public Use Improvements (a) Cover Sheet (1 sheet). (b) General Notes Abbreviations and Design Criteria (2 sheets). (c) Estimated Quantities (2 sheets). DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F EXHIBIT “A-1” Page 5 of 6 (d) Overall Layout/Project Control/Utility Layouts (2 sheets). (e) Site Plans (2 sheets). (f) Testing Schedule (1 sheet). (g) Demolition Plans and Sections (4 sheets). (h) Pier Plans and Sections (8 sheets). (i) Pier Public Use Plan and Sections (8 sheets). (j) Electrical and Lighting Plan and Sections (4 sheets). Sitework and Landside Public Use Improvements (a) Cover Sheet (1 sheet). (b) General Notes Abbreviations and Design Criteria (2 sheets). (c) Estimated Quantities (2 sheets). (d) Overall Layout/Project Control/Utility Layouts (2 sheets). (e) Testing Schedule (1 sheet). (f) Sitework Plan and Sections (6 sheets). (g) Landside Public Use Plan and Sections (9 sheets). (h) Electrical and Lighting Plan and Sections (4 sheets). (i) Miscellaneous Details (4 sheets). Standard sheets including (a) City Standard Details (10 sheets). (b) Construction Phasing Layout and General Notes (1 sheet). (c) Traffic Control (1 sheet). (d) SW3P Notes (1 sheet). (e) SW3P BMPs (1 sheet). (f) SW3P Plan Sheets (2 sheets). 2) Plan Executive Summary, Project Checklist, Drawing Checklist. 3) Opinion of Probable Construction Cost. 4) 100% Submittal: (a) Plans. (b) Contract Documents. (c) Opinion of Probable Construction Cost. 5) Bid Set Submittal: (a) Final Plans. (b) Contract Documents. (c) Opinion of Probable Construction Cost. b) Participate in review meetings (90% Submittal and 100% Submittal). Prepare meeting agenda and meeting minutes. c) Provide QA review of deliverables. d) Prepare Monthly Status Reports. B. ADDITIONAL SERVICES (ALLOWANCE) 1. Permit Preparation a) US Army Corps of Engineers Letter of Permission for the Pier Construction DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F EXHIBIT “A-1” Page 6 of 6 (1) Coordinate with the USACE in regard to a Letter of Permission for the Pier Construction (one meeting). (2) Coordinate a pre-application/review meeting with the USACE (one meeting). (3) Prepare the USACE Letter of Permission permit document in the City’s name. (4) Coordinate with the USACE in regard to questions, comments or requests for information the USACE may need during the review and approval process. 2. Bathymetric Survey a) As noted in Exhibit A, paragraph B.2. 3. Construction Observation (To Be Determined) a) As noted in Exhibit A, paragraph B.3. DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F Sample form for: Payment Request AE Contract Revised 02/01/17 COMPLETE PROJECT NAME Project No. XXXX Invoice No. 12345 Invoice Date 01/01/2017 Total Current Previous Total Remaining Percent Basic Services:Contract Amd No. 1 Amd No. 2 Contract Invoice Invoice Invoice Balance Complete Preliminary Phase $1,000.00 $0.00 $0.00 $1,000.00 $0.00 $1,000.00 $1,000.00 $0.00 100.0% Design Phase $2,000.00 $1,000.00 $0.00 $3,000.00 $1,000.00 $500.00 $1,500.00 $1,500.00 50.0% Bid Phase $500.00 $0.00 $250.00 $750.00 $0.00 $0.00 $0.00 $750.00 0.0% Construction Phase $2,500.00 $0.00 $1,000.00 $3,500.00 $0.00 $0.00 $0.00 $3,500.00 0.0% Subtotal Basic Services $6,000.00 $1,000.00 $1,250.00 $8,250.00 $1,000.00 $1,500.00 $2,500.00 $5,750.00 30.3% Additional Services: Permitting $2,000.00 $0.00 $0.00 $2,000.00 $500.00 $0.00 $500.00 $1,500.00 25.0% Warranty Phase $0.00 $1,120.00 $0.00 $1,120.00 $0.00 $0.00 $0.00 $1,120.00 0.0% Inspection $0.00 $0.00 $1,627.00 $1,627.00 $0.00 $0.00 $0.00 $1,627.00 0.0% Platting Survey TBD TBD TBD TBD TBD TBD TBD TBD TBD O & M Manuals TBD TBD TBD TBD TBD TBD TBD TBD TBD SCADA TBD TBD TBD TBD TBD TBD TBD TBD TBD Subtotal Additional Services $2,000.00 $1,120.00 $1,627.00 $4,747.00 $500.00 $0.00 $500.00 $4,247.00 10.5% Summary of Fees: Basic Services Fees $6,000.00 $1,000.00 $1,250.00 $8,250.00 $1,000.00 $1,500.00 $2,500.00 $5,750.00 30.3% Additional Services Fees $2,000.00 $1,120.00 $1,627.00 $4,747.00 $500.00 $0.00 $500.00 $4,247.00 10.5% Total of Fees $8,000.00 $2,120.00 $2,877.00 $12,997.00 $1,500.00 $1,500.00 $3,000.00 $9,997.00 23.1% Notes: If needed, update this sample form based on the contract requirements. If applicable, refer to the contract for information on what to include with time and materials (T&M).Exhibit BPage 1 of 1DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F 1 Rev 01/20 EXHIBIT C Insurance Requirements Pre-Design, Design and General Consulting Contracts 1.1 Consultant must not commence work under this agreement until all required insurance has been obtained and such insurance has been approved by the City. Consultant must not allow any subcontractor to commence work until all similar insurance required of any subcontractor has been obtained. 1.2 Consultant must furnish to the Director of Engineering Services with the signed agreement a copy of Certificates of Insurance (COI) with applicable policy endorsements showing the following minimum coverage by an insurance company(s) acceptable to the City’s Risk Manager. A waiver of subrogation is required on all applicable policies. Endorsements must be provided with COI. Project name and or number must be listed in Description Box of COI. TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE 30-written day notice of cancellation, required on all certificates or by applicable policy endorsements Bodily Injury and Property Damage Per occurrence - aggregate PROFESSIONAL LIABILITY (Errors and Omissions) $1,000,000 Per Claim If claims made policy, retro date must be prior to inception of agreement, have 3-year reporting period provisions and identify any limitations regarding who is insured. 1.3 In the event of accidents of any kind related to this agreement, Consultant must furnish the City with copies of all reports of any accidents within 10 days of the accident. 1.4 Consultant shall obtain and maintain in full force and effect for the duration of this Contract, and any extension hereof, at Consultant's sole expense, insurance coverage written on an occurrence basis, with the exception of professional liability, which may be on a per claims made basis, by companies authorized and admitted to do business in the State of Texas and with an A.M. Best's rating of no less than A- VII. Consultant is required to provide City with renewal Certificates. DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F 2 Rev 01/20 1.5 Consultant is required to submit a copy of the replacement certificate of insurance to City at the address provided below within 10 days of the requested change. Consultant shall pay any costs incurred resulting from said changes. All notices under this Article shall be given to City at the following address: City of Corpus Christi Attn: Engineering Services P.O. Box 9277 Corpus Christi, TX 78469-9277 1.6 Consultant agrees that with respect to the above required insurance, all insurance policies are to contain or be endorsed to contain the following required provisions: 1.6.1 Provide thirty (30) calendar days advance written notice directly to City of any suspension, cancellation or non-renewal of coverage, and not less than ten (10) calendar days advance written notice for nonpayment of premium. 1.7 Within five (5) calendar days of a suspension, cancellation or non-renewal of coverage, Consultant shall provide a replacement Certificate of Insurance and applicable endorsements to City. City shall have the option to suspend Consultant's performance should there be a lapse in coverage at any time during this contract. Failure to provide and to maintain the required insurance shall constitute a material breach of this contract. 1.8 In addition to any other remedies the City may have upon Consultant's failure to provide and maintain any insurance or policy endorsements to the extent and within the time herein required, the City shall have the right to order Consultant to remove the exhibit hereunder, and/or withhold any payment(s) if any, which become due to Consultant hereunder until Consultant demonstrates compliance with the requirements hereof. 1.9 Nothing herein contained shall be construed as limiting in any way the extent to which Consultant may be held responsible for payments of damages to persons or property resulting from Consultant's or its subcontractor’s performance of the work covered under this agreement. 1.10 It is agreed that Consultant's insurance shall be deemed primary and non- contributory with respect to any insurance or self-insurance carried by the City of Corpus Christi for liability arising out of operations under this agreement. 1.11 It is understood and agreed that the insurance required is in addition to and separate from any other obligation contained in this agreement. DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services Table of Contents Page Article 1 – Definitions and Terminology ....................................................................................................... 2 Article 2 – Preliminary Matters ..................................................................................................................... 8 Article 3 – Contract Documents: Intent, Requirements, Reuse ................................................................... 8 Article 4 – Commencement and Progress of the Work ................................................................................ 9 Article 5 – Availability of Lands; Subsurface, Physical and Hazardous Environmental Conditions .............. 9 Article 6 – Bonds and Insurance ................................................................................................................. 10 Article 7 – Contractor’s Responsibilities ..................................................................................................... 10 Article 8 – Other Work at the Site ............................................................................................................... 10 Article 9 – Owner’s and OPT’s Responsibilities ........................................................................................... 10 Article 10 – OAR’s and Designer’s Status During Construction .................................................................. 11 Article 11 – Amending the Contract Documents; Changes in the Work .................................................... 13 Article 12 – Change Management .............................................................................................................. 13 Article 13 – Claims ....................................................................................................................................... 14 Article 14 – Prevailing Wage Rate Requirements ....................................................................................... 16 Article 15 – Cost of the Work; Allowances; Unit Price Work ...................................................................... 16 Article 16 – Tests and Inspections; Correction, Removal, or Acceptance of Defective Work .................... 16 Article 17 – Payments to Contractor; Set-Offs; Completion; Correction Period ........................................ 16 Article 18 – Suspension of Work and Termination ..................................................................................... 16 Article 19 – Project Management ............................................................................................................... 16 Article 20 – Project Coordination ................................................................................................................ 16 Article 21 – Quality Management ............................................................................................................... 17 Article 22 – Final Resolution of Disputes .................................................................................................... 17 Article 23 – Minority/MBE/DBE Participation Policy .................................................................................. 17 Article 24 – Document Management .......................................................................................................... 17 Article 25 – Shop Drawings ......................................................................................................................... 17 Article 26 – Record Data ............................................................................................................................. 20 Article 27 – Construction Progress Schedule .............................................................................................. 21 Article 28 – Video and Photographic documentation ................................................................................ 21 Article 29 – Execution and Closeout ........................................................................................................... 21 Article 30 – Miscellaneous .......................................................................................................................... 22 Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 1 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F ARTICLE 1 – DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A.Terms with initial capital letters, including the term’s singular and plural forms, have the meanings indicated in this paragraph wherever used in the Bidding Requirements or Contract Documents. In addition to the terms specifically defined, terms with initial capital letters in the Contract Documents may include references to identified articles and paragraphs, and the titles of other documents or forms. 1.Addenda - Documents issued prior to the receipt of Bids which clarify or modify the Bidding Requirements or the proposed Contract Documents. 2.Agreement - The document executed between Owner and Contractor covering the Work. 3.Alternative Dispute Resolution - The process by which a disputed Claim may be settled as an alternative to litigation, if Owner and Contractor cannot reach an agreement between themselves. 4.Application for Payment - The forms used by Contractor to request payments from Owner and the supporting documentation required by the Contract Documents. 5.Award Date – The date the City Council of the City of Corpus Christi (City) authorizes the City Manager or designee to execute the Contract on behalf of the City. 6.Bid - The documents submitted by a Bidder to establish the proposed Contract Price and Contract Times and provide other information and certifications as required by the Bidding Requirements. 7.Bidding Documents - The Bidding Requirements, the proposed Contract Documents, and Addenda. 8.Bidder - An individual or entity that submits a Bid to Owner. 9.Bidding Requirements - The Invitation for Bids, Instructions to Bidders, Bid Security, Bid Form and attachments, and required certifications. 10.Bid Security - The financial security in the form of a bid bond provided by Bidder at the time the Bid is submitted and held by Owner until the Agreement is executed and the evidence of insurance and Bonds required by the Contract Documents are provided. A cashier’s check, certified check, money order or bank draft from any State or National Bank will also be acceptable. 11.Bonds - Performance Bond, Payment Bond, Maintenance Bond, and other Surety instruments executed by Surety. When in singular form, refers to individual instrument. 12.Change Order - A document issued on or after the Effective Date of the Contract and signed by Owner and Contractor which modifies the Work, Contract Price, Contract Times, or terms and conditions of the Contract. 13.Change Proposal - A document submitted by Contractor in accordance with the requirements of the Contract Documents: a.Requesting an adjustment in Contract Price or Contract Times; Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 2 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F b. Contesting an initial decision concerning the requirements of the Contract Documents or the acceptability of Work under the Contract Documents; c. Challenging a set-off against payment due; or d. Seeking a Modification with respect to the terms of the Contract. 14. City Engineer - The Corpus Christi City Engineer and/or his designated representative as identified at the preconstruction conference or in the Notice to Proceed. 15. Claim - A demand or assertion by Owner or Contractor submitted in accordance with the requirements of the Contract Documents. A demand for money or services by an entity other than the Owner or Contractor is not a Claim. 16. Constituent of Concern - Asbestos, petroleum, radioactive materials, polychlorinated biphenyls (PCBs), hazardous wastes, and substances, products, wastes, or other materials that are or become listed, regulated, or addressed pursuant to: a. The Comprehensive Environmental Response, Compensation and Liability Act, 42 U.S.C. §§9601 et seq. (“CERCLA”); b. The Hazardous Materials Transportation Act, 49 U.S.C. §§5101 et seq.; c. The Resource Conservation and Recovery Act, 42 U.S.C. §§6901 et seq. (“RCRA”); d. The Toxic Substances Control Act, 15 U.S.C. §§2601 et seq.; e. The Clean Water Act, 33 U.S.C. §§1251 et seq.; f. The Clean Air Act, 42 U.S.C. §§7401 et seq.; or g. Any other Laws or Regulations regulating, relating to, or imposing liability or standards of conduct concerning hazardous, toxic, or dangerous waste, substance, or material. 17. Contract - The entire integrated set of documents concerning the Work and describing the relationship between the Owner and Contractor. 18. Contract Amendment - A document issued on or after the Effective Date of the Contract and signed by Owner and Contractor which: a. Authorizes new phases of the Work and establishes the Contract Price, Contract Times, or terms and conditions of the Contract for the new phase of Work; or b. Modifies the terms and conditions of the Contract, but does not make changes in the Work. 19. Contract Documents - Those items designated as Contract Documents in the Agreement. 20. Contract Price - The monetary amount stated in the Agreement and as adjusted by Modifications, and increases or decreases in unit price quantities, if any, that Owner has agreed to pay Contractor for completion of the Work in accordance with the Contract Documents. 21. Contract Times - The number of days or the dates by which Contractor must: a. Achieve specified Milestones; Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 3 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F b. Achieve Substantial Completion; and c. Complete the Work. 22. Contractor - The individual or entity with which Owner has contracted for performance of the Work. 23. Contractor’s Team - Contractor and Subcontractors, Suppliers, individuals, or entities directly or indirectly employed or retained by them to perform part of the Work or anyone for whose acts they may be liable. 24. Cost of the Work - The sum of costs incurred for the proper performance of the Work as allowed by Article 15. 25. Defective - When applied to Work, refers to Work that is unsatisfactory, faulty, or deficient in that it: a. Does not conform to the Contract Documents; b. Does not meet the requirements of applicable inspections, reference standards, tests, or approvals referred to in the Contract Documents; or c. Has been damaged or stolen prior to OAR’s recommendation of final payment unless responsibility for the protection of the Work has been assumed by Owner at Substantial Completion in accordance with Paragraphs 17.12 or 17.13. 26. Designer - The individuals or entity named as Designer in the Agreement and the subconsultants, individuals, or entities directly or indirectly employed or retained by Designer to provide design or other technical services to the Owner. Designer has responsibility for engineering or architectural design and technical issues related to the Contract Documents. Designers are Licensed Professional Engineers, Registered Architects or Registered Landscape Architects qualified to practice their profession in the State of Texas. 27. Drawings - The part of the Contract that graphically shows the scope, extent, and character of the Work. Shop Drawings and other Contractor documents are not Drawings. 28. Effective Date of the Contract - The date indicated in the Agreement on which the City Manager or designee has signed the Contract. 29. Field Order - A document issued by OAR or Designer requiring changes in the Work that do not change the Contract Price or the Contract Times. 30. Hazardous Environmental Condition - The presence of Constituents of Concern at the Site in quantities or circumstances that may present a danger to persons or property exposed to Constituents of Concern. The presence of Constituents of Concern at the Site necessary for the execution of the Work or to be incorporated in the Work is not a Hazardous Environmental Condition provided these Constituents of Concern are controlled and contained pursuant to industry practices, Laws and Regulations, and the requirements of the Contract. 31. Indemnified Costs - All costs, losses, damages, and legal or other dispute resolution costs resulting from claims or demands against Owner’s Indemnitees. These costs include fees for engineers, architects, attorneys, and other professionals. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 4 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F 32. Laws and Regulations; Laws or Regulations - Applicable laws, statutes, rules, regulations, ordinances, codes, and orders of governmental bodies, agencies, authorities, and courts having jurisdiction over the Project. 33. Liens - Charges, security interests, or encumbrances upon Contract related funds, real property, or personal property. 34. Milestone - A principal event in the performance of the Work that Contractor is required by Contract to complete by a specified date or within a specified period of time. 35. Modification - Change made to the Contract Documents by one of the following methods: a. Contract Amendment; b. Change Order; c. Field Order; or d. Work Change Directive. 36. Notice of Award - The notice of Owner’s intent to enter into a contract with the Selected Bidder. 37. Notice to Proceed - A notice to Contractor of the Contract Times and the date Work is to begin. 38. Owner - The City of Corpus Christi (City), a Texas home-rule municipal corporation and political subdivision organized under the laws of the State of Texas, acting by and through its duly authorized City Manager and his designee, the City Engineer (the Director of Engineering Services), and the City’s officers, employees, agents, or representatives, authorized to administer design and construction of the Project. 39. Owner’s Authorized Representative or OAR - The individual or entity named as OAR in the Agreement and the consultants, subconsultants, individuals, or entities directly or indirectly employed or retained by them to provide construction management services to the Owner. The OAR may be an employee of the Owner. 40. Owner’s Indemnitees - Each member of the OPT and their officers, directors, members, partners, employees, agents, consultants, and subcontractors. 41. Owner’s Project Team or OPT - The Owner, Owner’s Authorized Representative, Resident Project Representative, Designer, and the consultants, subconsultants, individuals, or entities directly or indirectly employed or retained by them to provide services to the Owner. 42. Partial Occupancy or Use - Use by Owner of a substantially completed part of the Work for the purpose for which it is intended (or a related purpose) prior to Substantial Completion of all the Work. 43. Progress Schedule - A schedule prepared and maintained by Contractor, describing the sequence and duration of the activities comprising the Contractor’s plan to accomplish the Work within the Contract Times. The Progress Schedule must be a Critical Path Method (CPM) Schedule. 44. Project - The total undertaking to be accomplished for Owner under the Contract Documents. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 5 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F 45. Resident Project Representative or RPR - The authorized representative of OPT assigned to assist OAR at the Site. As used herein, the term Resident Project Representative includes assistants and field staff of the OAR. 46. Samples - Physical examples of materials, equipment, or workmanship representing some portion of the Work that are used to establish the standards for that portion of the Work. 47. Schedule of Documents - A schedule of required documents, prepared, and maintained by Contractor. 48. Schedule of Values - A schedule, prepared and maintained by Contractor, allocating portions of the Contract Price to various portions of the Work and used as the basis for Contractor’s Applications for Payment. 49. Selected Bidder - The Bidder to which Owner intends to award the Contract. 50. Shop Drawings - All drawings, diagrams, illustrations, schedules, and other data or information that are specifically prepared or assembled and submitted by Contractor to illustrate some portion of the Work. Shop Drawings, whether approved or not, are not Drawings and are not Contract Documents. 51. Site - Lands or areas indicated in the Contract Documents as being furnished by Owner upon which the Work is to be performed. The Site includes rights-of-way, easements, and other lands furnished by Owner which are designated for use by the Contractor. 52. Specifications - The part of the Contract that describes the requirements for materials, equipment, systems, standards, and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable to the Work. 53. Subcontractor - An individual or entity having a direct contract with Contractor or with other Subcontractors or Suppliers for the performance of a part of the Work. 54. Substantial Completion - The point where the Work or a specified part of the Work is sufficiently complete to be used for its intended purpose in accordance with the Contract Documents. 55. Supplementary Conditions - The part of the Contract that amends or supplements the General Conditions. 56. Supplier - A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with Subcontractors or other Suppliers to furnish materials or equipment to be incorporated in the Work. 57. Technical Data - Those items expressly identified as Technical Data in the Supplementary Conditions with respect to either: a. Subsurface conditions at the Site; b. Physical conditions relating to existing surface or subsurface structures at the Site, except Underground Facilities; or c. Hazardous Environmental Conditions at the Site. 58. Underground Facilities - All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, other similar facilities or appurtenances, and encasements containing these facilities which are used to convey electricity, gases, Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 6 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F steam, liquid petroleum products, telephone or other communications, fiber optic transmissions, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 59. Unit Price Work - Work to be paid for on the basis of unit prices. 60. Work - The construction of the Project or its component parts as required by the Contract Documents. 61. Work Change Directive - A directive issued to Contractor on or after the Effective Date of the Contract ordering an addition, deletion, or revision in the Work. The Work Change Directive serves as a memorandum of understanding regarding the directive until a Change Order can be issued. 1.02 Terminology A. The words and terms discussed in this Paragraph 1.02 are not defined, but when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. It is understood that the cost for performing Work is included in the Contract Price and no additional compensation is to be paid by Owner unless specifically stated otherwise in the Contract Documents. Expressions including or similar to “at no additional cost to Owner,” “at Contractor’s expense,” or similar words mean that the Contractor is to perform or provide specified operation of Work without an increase in the Contract Price. C. The terms “day” or “calendar day” mean a calendar day of 24 hours measured from midnight to the next midnight. D. The meaning and intent of certain terms or adjectives are described as follows: 1. The terms “as allowed,” “as approved,” “as ordered,” “as directed,” or similar terms in the Contract Documents indicate an exercise of professional judgment by the OPT. 2. Adjectives including or similar to “reasonable,” “suitable,” “acceptable,” “proper,” “satisfactory,” or similar adjectives are used to describe a determination of OPT regarding the Work. 3. Any exercise of professional judgment by the OPT will be made solely to evaluate the Work for general compliance with the Contract Documents unless there is a specific statement in the Contract Documents indicating otherwise. 4. The use of these or similar terms or adjectives does not assign a duty or give OPT authority to supervise or direct the performance of the Work, or assign a duty or give authority to the OPT to undertake responsibilities contrary to the provisions of Articles 9 or 10 or other provisions of the Contract Documents. E. The use of the words “furnish,” “install,” “perform,” and “provide” have the following meanings when used in connection with services, materials, or equipment: 1. Furnish means to supply and deliver the specified services, materials, or equipment to the Site or other specified location ready for use or installation. 2. Install means to complete construction or assembly of the specified services, materials, or equipment so they are ready for their intended use. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 7 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F 3. Perform or provide means to furnish and install specified services, materials, or equipment, complete and ready for their intended use. 4. Perform or provide the specified services, materials, or equipment complete and ready for intended use if the Contract Documents require specific services, materials, or equipment, but do not expressly use the words “furnish,” “install,” “perform,” or “provide.” F. Contract Documents are written in modified brief style: 1. Requirements apply to all Work of the same kind, class, and type even though the word “all” is not stated. 2. Simple imperative sentence structure is used which places a verb as the first word in the sentence. It is understood that the words “furnish,” “install,” “perform,” “provide,” or similar words include the meaning of the phrase “The Contractor shall...” before these words. 3. Unless specifically stated that action is to be taken by the OPT or others, it is understood that the action described is a requirement of the Contractor. G. Words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with this recognized meaning unless stated otherwise in the Contract Documents. H. Written documents are required where reference is made to notices, reports, approvals, consents, documents, statements, instructions, opinions or other types of communications required by the Contract Documents. Approval and consent documents must be received by Contractor prior to the action or decision for which approval or consent is given. These may be made in printed or electronic format through the OPT’s project management information system or other electronic media as required by the Contract Documents or approved by the OAR. I. Giving notice as required by the Contract Documents may be by printed or electronic media using a method that requires acknowledgment of the receipt of that notice. ARTICLE 2 – PRELIMINARY MATTERS ARTICLE 3 – CONTRACT DOCUMENTS: INTENT, REQUIREMENTS, REUSE 3.01 Intent B. Provide equipment that is functionally complete as described in the Contract Documents. The Drawings and Specifications do not indicate or describe all of the Work required to complete the installation of products purchased by the Owner or Contractor. Additional details required for the correct installation of selected products are to be provided by the Contractor and coordinated with the Designer through the OAR. 3.02 Reference Standards Comply with applicable construction industry standards, whether referenced or not. 1. Standards referenced in the Contract Documents govern over standards not referenced but recognized as applicable in the construction industry. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 8 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F 2. Comply with the requirements of the Contract Documents if they produce a higher quality of Work than the applicable construction industry standards. 3. Designer determines whether a code or standard is applicable, which of several are applicable, or if the Contract Documents produce a higher quality of Work. 3.03 Reporting and Resolving Discrepancies 3.04 Interpretation of the Contract Documents Submit questions regarding the design of the Project described in the Contract Documents to the OAR immediately after those questions arise. OAR is to request an interpretation of the Contract Documents from the Designer. Designer is to respond to these questions by providing an interpretation of the Contract Documents. OAR will coordinate the response of the OPT to Contractor. C. OPT may initiate a Modification to the Contract Documents through the OAR if a response to the question indicates that a change in the Contract Documents is required. Contractor may appeal Designer’s or OAR’s interpretation by submitting a Change Proposal. ARTICLE 4 – COMMENCEMENT AND PROGRESS OF THE WORK ARTICLE 5 – AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; HAZARDOUS ENVIRONMENTAL CONDITIONS 5.01 Availability of Lands 5.02 Use of Site and Other Areas 5.03 Subsurface and Physical Conditions 5.04 Differing Subsurface or Physical Conditions OAR is to notify the OPT after receiving notice of a differing subsurface or physical condition from the Contractor. Designer is to: 1. Promptly review the subsurface or physical condition; 2. Determine the necessity of OPT’s obtaining additional exploration or tests with respect the subsurface or physical condition; 3. Determine if the subsurface or physical condition falls within one or more of the differing Site condition categories in Paragraph 5.04.A; 4. Prepare recommendations to OPT regarding the Contractor’s resumption of Work in connection with the subsurface or physical condition in question; 5. Determine the need for changes in the Drawings or Specifications; and 6. Advise OPT of Designer’s findings, conclusions, and recommendations. C. OAR is to issue a statement to Contractor regarding the subsurface or physical condition in question and recommend action as appropriate after review of Designer’s findings, conclusions, and recommendations. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 9 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F 5.05 Underground Facilities The Designer is to take the following action after receiving notice from the OAR: 1. Promptly review the Underground Facility and conclude whether the Underground Facility was not shown or indicated in the Contract Documents, or was not shown or indicated with reasonable accuracy; 2. Prepare recommendations to OPT regarding the Contractor’s resumption of Work in connection with this Underground Facility; 3. Determine the extent to which a change is required in the Drawings or Specifications to document the consequences of the existence or location of the Underground Facility; and 4. Advise OAR of Designer’s findings, conclusions, and recommendations and provide revised Drawings and Specifications if required. D. OAR is to issue a statement to Contractor regarding the Underground Facility in question and recommend action as appropriate after review of Designer’s findings, conclusions, and recommendations. ARTICLE 6 – BONDS AND INSURANCE ARTICLE 7 – CONTRACTOR’S RESPONSIBILITIES ARTICLE 8 – OTHER WORK AT THE SITE ARTICLE 9 – OWNER’S AND OPT’S RESPONSIBILITIES 9.01 Communications to Contractor A. OPT issues communications to Contractor through OAR except as otherwise provided in the Contract Documents. 9.02 Replacement of Owner’s Project Team Members A. Owner may replace members of the OPT at its discretion. 9.03 Furnish Data A. OPT is to furnish the data required of OPT under the Contract Documents. 9.04 Pay When Due 9.05 Lands and Easements; Reports and Tests A. Owner’s duties with respect to providing lands and easements are described in Paragraph 5.01. OPT will make copies of reports of explorations and tests of subsurface conditions and drawings of physical conditions relating to existing surface or subsurface structures at the Site available to Contractor in accordance with Paragraph 5.03. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 10 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F 9.06 Insurance 9.07 Modifications 9.08 Inspections, Tests, and Approvals A. OPT’s responsibility with respect to certain inspections, tests, and approvals are described in Paragraph 16.02. 9.09 Limitations on OPT’s Responsibilities A. The OPT does not supervise, direct, or have control or authority over, and is not responsible for Contractor’s means, methods, techniques, sequences, or procedures of construction, or related safety precautions and programs, or for failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. OPT is not responsible for Contractor’s failure to perform the Work in accordance with the Contract Documents. 9.10 Undisclosed Hazardous Environmental Condition A. OPT’s responsibility for undisclosed Hazardous Environmental Conditions is described in Paragraph 5.06. 9.11 Compliance with Safety Program A. Contractor is to inform the OPT of its safety programs and OPT is to comply with the specific applicable requirements of this program. ARTICLE 10 – OAR’S AND DESIGNER’S STATUS DURING CONSTRUCTION 10.01 Owner’s Representative A. OAR is Owner’s representative. The duties and responsibilities and the limitations of authority of OAR as Owner’s representative are described in the Contract Documents. 10.02 Visits to Site A. Designer is to make periodic visits to the Site to observe the progress and quality of the Work. Designer is to determine, in general, if the Work is proceeding in accordance with the Contract Documents based on observations made during these visits. Designer is not required to make exhaustive or continuous inspections to check the quality or quantity of the Work. Designer is to inform the OPT of issues or concerns and OAR is to work with Contractor to address these issues or concerns. Designer’s visits and observations are subject to the limitations on Designer’s authority and responsibility described in Paragraphs 9.09 and 10.07. B. OAR is to observe the Work to check the quality and quantity of Work, implement Owner’s quality assurance program, and administer the Contract as Owner’s representative as described in the Contract Documents. OAR’s visits and observations are subject to the limitations on OAR’s authority and responsibility described in Paragraphs 9.09 and 10.07. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 11 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F 10.03 Resident Project Representatives A. Resident Project Representatives assist OAR in observing the progress and quality of the Work at the Site. The limitations on Resident Project Representatives’ authority and responsibility are described in Paragraphs 9.09 and 10.07. 10.04 Rejecting Defective Work A. OPT has the authority to reject Work in accordance with Article 16. OAR is to issue a Defective Work Notice to Contractor and document when Defective Work has been corrected or accepted in accordance with Article 16. 10.05 Shop Drawings, Modifications and Payments A. Designer’s authority related to Shop Drawings and Samples are described in the Contract Documents. B. Designer’s authority related to design calculations and design drawings submitted in response to a delegation of professional design services are described in Paragraph 7.15. C. OAR and Designer’s authority related to Modifications is described in Article 11. D. OAR’s authority related to Applications for Payment is described in Articles 15 and 17. 10.06 Decisions on Requirements of Contract Documents and Acceptability of Work A. OAR is to render decisions regarding non-technical or contractual / administrative requirements of the Contract Documents and will coordinate the response of the OPT to Contractor. B. Designer is to render decisions regarding the conformance of the Work to the requirements of the Contract Documents. Designer will render a decision to either correct the Defective Work, or accept the Work under the provisions of Paragraph 16.04, if Work does not conform to the Contract Documents. OAR will coordinate the response of the OPT to Contractor. C. OAR will issue a Request for a Change Proposal if a Modification is required. OAR will provide documentation for changes related to the non-technical or contractual / administrative requirements of the Contract Documents. Designer will provide documentation if design related changes are required. D. Contractor may appeal Designer’s decision by submitting a Change Proposal if Contractor does not agree with the Designer’s decision. 10.07 Limitations on OAR’s and Designer’s Authority and Responsibilities A. OPT is not responsible for the acts or omissions of Contractor’s Team. No actions or failure to act, or decisions made in good faith to exercise or not exercise the authority or responsibility available under the Contract Documents creates a duty in contract, tort, or otherwise of the OPT to the Contractor or members of the Contractor’s Team. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 12 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F ARTICLE 11 – AMENDING THE CONTRACT DOCUMENTS; CHANGES IN THE WORK ARTICLE 12 – CHANGE MANAGEMENT 12.01 Requests for Change Proposal A. Designer will initiate Modifications by issuing a Request for a Change Proposal (RCP). 1. Designer will prepare a description of proposed Modifications. 2. Designer will issue the Request for a Change Proposal form to Contractor. A number will be assigned to the Request for a Change Proposal when issued. 3. Return a Change Proposal in accordance with Paragraph 12.02 to the Designer for evaluation by the OPT. 12.02 Change Proposals A. Submit a Change Proposal (CP) to the Designer for Contractor initiated changes in the Contract Documents or in response to a Request for Change Proposal. 1. Use the Change Proposal form provided. 2. Assign a number to the Change Proposal when issued. 3. Include with the Change Proposal: a. A complete description of the proposed Modification if Contractor initiated or proposed changes to the OPT’s description of the proposed Modification. b. The reason the Modification is requested, if not in response to a Request for a Change Proposal. c. A detailed breakdown of the cost of the change if the Modification requires a change in Contract Price. The itemized breakdown is to include: 1) List of materials and equipment to be installed; 2) Man hours for labor by classification; 3) Equipment used in construction; 4) Consumable supplies, fuels, and materials; 5) Royalties and patent fees; 6) Bonds and insurance; 7) Overhead and profit; 8) Field office costs; 9) Home office cost; and 10) Other items of cost. d. Provide the level of detail outlined in the paragraph above for each Subcontractor or Supplier actually performing the Work if Work is to be provided by a Subcontractor or Supplier. Indicate appropriate Contractor mark-ups for Work Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 13 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F provided through Subcontractors and Suppliers. Provide the level of detail outline in the paragraph above for self-performed Work. e. Submit Change Proposals that comply with Article 15 for Cost of Work. f. Provide a revised schedule. Show the effect of the change on the Project Schedule and the Contract Times. B. Submit a Change Proposal to the Designer to request a Field Order. C. A Change Proposal is required for all substitutions or deviations from the Contract Documents. D. Request changes to products in accordance with Article 25. 12.03 Designer Will Evaluate Request for Modification A. Designer will issue a Modification per Article 11 if the Change Proposal is acceptable to the Owner. Designer will issue a Change Order or Contract Amendment for any changes in Contract Price or Contract Times. 1. Change Orders and Contract Amendments will be sent to the Contractor for execution with a copy to the Owner recommending approval. A Work Change Directive may be issued if Work needs to progress before the Change Order or Contract Amendment can be authorized by the Owner. 2. Work Change Directives, Change Orders, and Contract Amendments can only be approved by the Owner. a. Work performed on the Change Proposal prior to receiving a Work Change Directive or approval of the Change Order or Contract Amendment is performed at the Contractor’s risk. b. No payment will be made for Work on Change Orders or Contract Amendments until approved by the Owner. B. The Contractor may be informed that the Request for a Change Proposal is not approved and construction is to proceed in accordance with the Contract Documents. ARTICLE 13 – CLAIMS 13.01 Claims 13.02 Claims Process A. Claims must be initiated by written notice. Notice must conspicuously state that it is a notice of a Claim in the subject line or first sentence. Notice must also list the date of first occurrence of the claimed event. B. Claims by Contractor must be in writing and delivered to the Owner, Designer and the OAR within 7 days: 1. After the start of the event giving rise to the Claim; or 2. After a final decision on a Change Proposal has been made. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 14 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F C. Claims by Contractor that are not received within the time period provided by section 13.02(B) are waived. Owner may choose to deny such Claims without a formal review. Any Claims by Contractor that are not brought within 90 days following the termination of the Contract are waived and shall be automatically deemed denied. D. Claims by Owner must be submitted by written notice to Contractor. E. The responsibility to substantiate a Claim rests with the entity making the Claim. Claims must contain sufficient detail to allow the other party to fully review the Claim. 1. Claims seeking an adjustment of Contract Price must include the Contractor’s job cost report. Provide additional documentation as requested by OAR. 2. Claims seeking an adjustment of Contract Time must include native schedule files in Primavera or MS Project digital format. Provide additional documentation as requested by OAR. F. Contractor must certify that the Claim is made in good faith, that the supporting data is accurate and complete, and that to the best of Contractor’s knowledge and belief, the relief requested accurately reflects the full compensation to which Contractor is entitled. G. Claims by Contractor against Owner and Claims by Owner against Contractor, including those alleging an error or omission by Designer but excluding those arising under Section 7.12, shall be referred initially to Designer for consideration and recommendation to Owner. H. Designer may review a Claim by Contractor within 30 days of receipt of the Claim and take one or more of the following actions: 1. Request additional supporting data from the party who made the Claim; 2. Issue a recommendation; 3. Suggest a compromise; or 4. Advise the parties that Designer is not able to make a recommendation due to insufficient information or a conflict of interest. I. If the Designer does not take any action, the claim shall be deemed denied. J. The Contractor and the Owner shall seek to resolve the Claim through the exchange of information and direct negotiations. If no agreement is reached within 90 days, the Claim shall be deemed denied. The Owner and Contractor may extend the time for resolving the Claim by mutual agreement. Notify OAR of any actions taken on a Claim. K. Owner and Contractor may mutually agree to mediate the underlying dispute at any time after a recommendation is issued by the Designer. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 15 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F ARTICLE 14 – PREVAILING WAGE RATE REQUIREMENTS ARTICLE 15 – COST OF THE WORK; ALLOWANCES; UNIT PRICE WORK ARTICLE 16 – TESTS AND INSPECTIONS; CORRECTION, REMOVAL, OR ACCEPTANCE OF DEFECTIVE WORK ARTICLE 17 – PAYMENTS TO CONTRACTOR; SET-OFFS; COMPLETION; CORRECTION PERIOD ARTICLE 18 – SUSPENSION OF WORK AND TERMINATION ARTICLE 19 – PROJECT MANAGEMENT ARTICLE 20 – PROJECT COORDINATION 20.01 Work Included 20.02 Document Submittal 20.03 Communication During Project A. The OAR is to be the first point of contact for all parties on matters concerning this Project. B. The Designer will coordinate correspondence concerning: 1. Documents, including Applications for Payment. 2. Clarification and interpretation of the Contract Documents. 3. Contract Modifications. 4. Observation of Work and testing. 5. Claims. 20.04 Requests for Information A. Submit Request for Information (RFI) to the Designer to obtain additional information or clarification of the Contract Documents. 1. Submit a separate RFI for each item on the form provided. 2. Attach adequate information to permit a written response without further clarification. Designer will return requests that do not have adequate information to the Contractor for additional information. Contractor is responsible for all delays resulting from multiple document submittals due to inadequate information. 3. A response will be made when adequate information is provided. Response will be made on the RFI form or in attached information. B. Response to an RFI is given to provide additional information, interpretation, or clarification of the requirements of the Contract Documents, and does not modify the Contract Documents. C. Designer will initiate a Request for a Change Proposal (RCP) per Article 12 if the RFI indicates that a Contract Modification is required. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 16 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F ARTICLE 21 – QUALITY MANAGEMENT ARTICLE 22 – FINAL RESOLUTION OF DISPUTES ARTICLE 23 – MINORITY/MBE/DBE PARTICIPATION POLICY ARTICLE 24 – DOCUMENT MANAGEMENT ARTICLE 25 – SHOP DRAWINGS 25.01 Work Included A. Shop Drawings are required for those products that cannot adequately be described in the Contract Documents to allow fabrication, erection, or installation of the product without additional detailed information from the Supplier. B. Submit Shop Drawings as required by the Contract Documents and as reasonably requested by the OPT to: 1. Record the products incorporated into the Project for the Owner; 2. Provide detailed information for the products proposed for the Project regarding their fabrication, installation, commissioning, and testing; and 3. Allow the Designer to advise the Owner if products proposed for the Project by the Contractor conform, in general, to the design concepts of the Contract Documents. 25.02 Quality Assurance 25.03 Contractor’s Responsibilities 25.04 Shop Drawing Requirements A. Provide adequate information in Shop Drawings and Samples so Designer can: 1. Assist the Owner in selecting colors, textures, or other aesthetic features. 2. Compare the proposed features of the product with the specified features and advise Owner that the product does, in general, conform to the Contract Documents. 3. Compare the performance features of the proposed product with those specified and advise the Owner that the product does, in general, conform to the performance criteria specified in the Contract Documents. 4. Review required certifications, guarantees, warranties, and service agreements for compliance with the Contract Documents. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 17 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F 25.05 Special Certifications and Reports 25.06 Warranties and Guarantees 25.07 Shop Drawing Submittal Procedures 25.08 Sample and Mockup Submittal Procedures 25.09 Requests for Deviation 25.10 Designer Responsibilities A. Shop Drawings will be received by the Designer. Designer will log the documents and review per this Article for general conformance with the Contract Documents. 1. Designer’s review and approval will be only to determine if the products described in the Shop Drawing or Sample will, after installation or incorporation into the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. 2. Designer’s review and approval will not extend to means, methods, techniques, sequences, or procedures of construction or to safety precautions or programs incident thereto. 3. Designer’s review and approval of a separate item as such will not indicate approval of the assembly in which the item functions. B. Comments will be made on items called to the attention of the Designer for review and comment. Any marks made by the Designer do not constitute a blanket review of the document submittal or relieve the Contractor from responsibility for errors or deviations from the Contract requirements. 1. Designer will respond to Contractor’s markups by either making markups directly in the Shop Drawings file using the color green or by attaching a Document Review Comments form with review comments. 2. Shop Drawings that are reviewed will be returned with one or more of the following status designations: a. Approved: Shop Drawing is found to be acceptable as submitted. b. Approved as Noted: Shop Drawing is Approved so long as corrections or notations made by Designer are incorporated into the Show Drawing. c. Not Approved: Shop Drawing or products described are not acceptable. 3. Shop Drawing will also be designated for one of the following actions: a. Final distribution: Shop Drawing is acceptable without further action and has been filed as a record document. b. Shop Drawing not required: A Shop Drawing was not required by the Contract Documents. Resubmit the document per Article 26. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 18 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F c. Cancelled: This action indicates that for some reason, the Shop Drawing is to be removed from consideration and all efforts regarding the processing of that document are to cease. d. Revise and resubmit: Shop Drawing has deviations from the Contract Documents, significant errors, or is inadequate and must be revised and resubmitted for subsequent review. e. Resubmit with corrections made: Shop Drawing is “Approved as Noted,” but has significant markups. Make correction and notations to provide a revised document with markup incorporated into the original document so that no markups are required. f. Returned without review due to excessive deficiencies: Document does not meet the requirement of the Specifications for presentation or content to the point where continuing to review the document would be counterproductive to the review process or clearly does not meet the requirements of the Contract Documents. Revise the Shop Drawing to comply with the requirements of this Section and resubmit. g. Actions a through c will close out the Shop Drawing review process and no further action is required as a Shop Drawing. Actions d through f require follow up action to close out the review process. 4. Drawings with a significant or substantial number of markings by the Contractor may be marked “Approved as Noted” and “Resubmit with corrections made.” These drawings are to be revised to provide a clean record of the Shop Drawing. Proceed with ordering products as the documents are revised. 5. Dimensions or other data that does not appear to conform to the Contract Documents will be marked as “At Variance With” (AVW) the Contract Documents or other information provided. The Contractor is to make revisions as appropriate to comply with the Contract Documents. C. Bring deviations to the Shop Drawings to the attention of the Designer for approval by using the Shop Drawing Deviation Request form. Use a single line for each requested deviation so the Status and Action for each deviation can be determined for that requested deviation. If approval or rejection of a requested deviation will impact other requested deviations, then all related deviations should be included in that requested deviation line so the status and action can be determined on the requested deviation as a whole. D. Requested deviations will be reviewed as possible Modification to the Contract Documents. 1. A Requested deviation will be rejected as “Not Approved” if the requested deviation is unacceptable. Contractor is to revise and resubmit the Shop Drawing with corrections for approval. 2. A Field Order will be issued by the Designer for deviations approved by the Designer if the requested deviation is acceptable and if the requested deviation will not result in a change in Contract Price or Contract Times. Requested deviations from the Contract Documents may only be approved by Field Order. 3. A requested deviation will be rejected if the requested deviation is acceptable but the requested deviation will or should result in a change in Contract Price or Contract Times. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 19 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F Submit any requested deviation that requires a change in Contract Price or Contract Times as a Change Proposal for approval prior to resubmitting the Shop Drawing. E. Contractor is to resubmit the Shop Drawing until it is acceptable and marked Approved or Approved as Noted and is assigned an action per Paragraph 25.10.B that indicates that the Shop Drawing process is closed. F. Information that is submitted as a Shop Drawings that should be submitted as Record Data or other type of document, or is not required may be returned without review, or may be deleted. No further action is required and the Shop Drawing process for this document will be closed. ARTICLE 26 – RECORD DATA 26.01 Work Included 26.02 Quality Assurance 26.03 Contractor’s Responsibilities 26.04 Record Data Requirements 26.05 Special Certifications and Reports 26.06 Warranties and Guarantees 26.07 Record Data Submittal Procedures 26.08 Designer’s Responsibilities A. Record Data will be received by the Designer, logged, and provided to Owner as the Project record. 1. Record Data may be reviewed to see that the information provided is adequate for the purpose intended. Record Data not meeting the requirements of Paragraph 26.02 may be rejected as unacceptable. 2. Record Data is not reviewed for compliance with the Contract Documents. Comments may be returned if deviations from the Contract Documents are noted during the cursory review performed to see that the information is adequate. 3. Contractor’s responsibility for full compliance with the Contract Documents is not relieved by the review of Record Data. Contract modifications can only be approved by a Modification. B. Designer may take the following action in processing Record Data: 1. File Record Data as received if the cursory review indicates that the document meets the requirements of Paragraph 26.02. Document will be given the status of “Filed as Received” and no further action is required on that Record Data. 2. Reject the Record Data for one of the following reasons: a. The document submittal requirements of the Contract Documents indicate that the document submitted as Record Data should have been submitted as a Shop Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 20 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F Drawing. The Record Data will be marked “Rejected” and “Submit Shop Drawing.” No further action is required on this document as Record Data and the Record Data process will be closed. Resubmit the document as a Shop Drawing per Article 25. b. The cursory review indicates that the document does not meet the requirements of Paragraph 26.02. The Record Data will be marked “Rejected” and “Revise and Resubmit.” Contractor is to resubmit the Record Data until it is acceptable and marked “Filed as Received.” When Record Data is filed, no further action is required and the Record Data process will be closed. c. The Record Data is not required by the Contract Documents nor is the Record Data applicable to the Project. The Record Data will be marked “Rejected” and “Cancel - Not Required.” No further action is required and the Record Data process will be closed. C. Contractor is to resubmit the Record Data until it is acceptable and marked “Filed as Received.” ARTICLE 27 – CONSTRUCTION PROGRESS SCHEDULE ARTICLE 28 – VIDEO AND PHOTOGRAPHIC DOCUMENTATION ARTICLE 29 – EXECUTION AND CLOSEOUT 29.01 Substantial Completion A. Notify the Designer that the Work or a designated portion of the Work is substantially complete per the General Conditions. Include a list of the items remaining to be completed or corrected before the Project will be considered to be complete. B. OPT will visit the Site to observe the Work within a reasonable time after notification is received to determine the status of the Project. C. Designer will notify the Contractor that the Work is either substantially complete or that additional Work must be performed before the Project will be considered substantially complete. 1. Designer will notify the Contractor of items that must be completed before the Project will be considered substantially complete. 2. Correct the noted deficiencies in the Work. 3. Notify the Designer when the items of Work in the Designer’s notice have been completed. 4. OPT will revisit the Site and repeat the process. 5. Designer will issue a Certificate of Substantial Completion to the Contractor when the OPT considers the Project to be substantially complete. The Certificate will include a tentative list of items to be corrected before Final Payment will be recommended. 6. Review the list and notify the Designer of any objections to items on the list within 10 days after receiving the Certificate of Substantial Completion. Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 21 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F 29.02 Final Inspections A. Notify the Designer when: 1. Work has been completed in compliance with the Contract Documents; 2. Equipment and systems have been tested per Contract Documents and are fully operational; 3. Final Operations and Maintenance Manuals have been provided to the Owner and all operator training has been completed; 4. Specified spare parts and special tools have been provided; and 5. Work is complete and ready for final inspection. B. OPT will visit the Site to determine if the Project is complete and ready for Final Payment within a reasonable time after the notice is received. C. Designer will notify the Contractor that the Project is complete or will notify the Contractor that Work is Defective. D. Take immediate steps to correct Defective Work. Notify the Designer when Defective Work has corrected. OPT will visit the Site to determine if the Project is complete and the Work is acceptable. Designer will notify the Contractor that the Project is complete or will notify the Contractor that Work is Defective. E. Submit the Request for Final Payment with the closeout documents described in Paragraph 29.06 if notified that the Project is complete and the Work is acceptable. ARTICLE 30 – MISCELLANEOUS END OF SECTION Excerpt from FORM 00 72 00 GENERAL CONDITIONS for Construction Projects related to design services EXHIBIT D Page 22 of 22 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F CITY OF CORPUS CHRISTIDISCLOSURE OF INTEREST RFQ No. 2699 PROFESSIONAL ENGINEERING SERVICES COLE PARK PIER IMPROVEMENTS (PROJECT NO. 18171B) Corpus Christi Code § 2-349, as amended, requires all persons or firms seeking to do business with the City to provide the following information. Every question must be answered. If the question is not applicable, answer with “NA”. See next page for Filing Requirements, Certification and Definitions. COMPANY NAME: P. O. BOX: STREET ADDRESS: CITY: STATE: ZIP: 75201 FIRM IS: 1.Corporation 2.Partnership 3.Sole Owner4.Association 5.Other____________________________________ DISCLOSURE QUESTIONS If additional space is necessary, please use the reverse side of this page or attach separate sheet. 1.State the names of each “employee” of the City of Corpus Christi having an “ownershipinterest” constituting 3% or more of the ownership in the above named “firm.” Name Job Title and City Department (if known) 2.State the names of each “official” of the City of Corpus Christi having an “ownership interest” 3.State the names of each “board member” of the City of Corpus Christi having an “ownershipinterest” constituting 3% or more of the ownership in the above named “firm.” Name Board, Commission or Committee 4.State the names of each employee or officer of a “consultant” for the City of Corpus Christiwho worked on any matter related to the subject of this contract and has an “ownershipinterest” constituting 3% or more of the ownership in the above named “firm.” Name Consultant Jacobs Engineering Group Inc. 1999 Bryan Street, #1200 Dallas Texas x constituting 3% or more of the ownership in the above named “firm.” Name Title Exhibit E Page 1 of 2 Jacobs stock is purchased and traded daily by the general public. As such, disclosures regarding organization ownership are controlled and regulated by applicable federal law that restricts disclosure of such information except through certain government approved means. Jacobs stock is purchased and traded daily by the general public. As such, disclosures regarding organization ownership are controlled and regulated by applicable federal law that restricts disclosure of such information except through certain government approved means. Jacobs stock is purchased and traded daily by the general public. As such, disclosures regarding organization ownership are controlled and regulated by applicable federal law that restricts disclosure of such information except through certain government approved means. Jacobs stock is purchased and traded daily by the general public. As such, disclosures regarding organization ownership are controlled and regulated by applicable federal law that restricts disclosure of such information except through certain government approved means. DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F FILING REQUIREMENTS If a person who requests official action on a matter knows that the requested action will confer an economic benefit on any City official or employee that is distinguishable from the effect that the action will have on members of the public in general or a substantial segment thereof, you shall disclose that fact in a signed writing to the City official, employee or body that has been requested to act in the matter, unless the interest of the City official or employee in the matter is apparent. The disclosure shall also be made in a signed writing filed with the City Secretary. [Ethics Ordinance Section 2-349 (d)] CERTIFICATION I certify that all information provided is true and correct as of the date of this statement, that I have not knowingly withheld disclosure of any information requested; and that supplemental statements will be promptly submitted to the City of Corpus Christi, Texas as changes occur. Certifying Person: Title: Signature of Certifying Person: Date: DEFINITIONS a.“Board member.”A member of any board, commission, or committee of the city, including the board of any corporation created by the city. b. “Economic benefit”. An action that is likely to affect an economic interest if it is likely to have an effect on that interest that is distinguishable from its effect on members of the public in general or a substantial segment thereof. c.“Employee.” Any person employed by the city, whether under civil service or not, including part-time employees and employees of any corporation created by the city. d.“Firm.” Any entity operated for economic gain, whether professional, industrial or commercial, and whether established to produce or deal with a product or service, including but not limited to, entities operated in the form of sole proprietorship, as self-employed person, partnership, corporation, joint stock company, joint venture, receivership or trust, and entities which for purposes of taxation are treated as non-profit organizations. e.“Official.” The Mayor, members of the City Council, City Manager, Deputy City Manager, Assistant City Managers, Department and Division Heads, and Municipal Court Judges of the City of Corpus Christi, Texas. f.“Ownership Interest.” Legal or equitable interest, whether actually or constructively held, in a firm, including when such interest is held through an agent, trust, estate, or holding entity. “Constructively held” refers to holdings or control established through voting trusts, proxies, or special terms of venture or partnership agreements. g.“Consultant.” Any person or firm, such as engineers and architects, hired by the City of Corpus Christi for the purpose of professional consultation and recommendation. Jeffery A. Ely Manager of Projects Exhibit E Page 2 of 2 02.04.20 DocuSign Envelope ID: B5C470F4-5965-4317-9CA8-1B29AF60DC2F 37 18137 N CITY COUNCIL EXHIBIT CITY OF CORPUS CHRISTI, TEXAS DEPARTMENT OF ENGINEERING SERVICES COLE PARK PIER IMPROVEMENTS VICINITY MAP NOT TO SCALE PROJECT NUMBER: 18171B PROJECT LOCATION PROJECT LOCATION LOCATION MAP NOT TO SCALE N CITY COUNCIL EXHIBIT CITY OF CORPUS CHRISTI, TEXAS DEPARTMENT OF ENGINEERING SERVICES COLE PARK PIER IMPROVEMENTS VICINITY MAP NOT TO SCALE PROJECT NUMBER: 18171B O C E A N D R . ATLA N TI C S T. NAPL E S S T. DEL M A R B L V D. SOU T H E R N S T. LOUI SI A N A A V E. PROJECT LOCATION CITY OF CORPUS CHRISTI CERTIFICATION OF FUNDS (City Charter Article IV, Sections 7 & 8) I, the Director of Financial Services of the City of Corpus Christi, Texas (or his/her duly authorized representative), hereby certify to the City Council and other appropriate officers that the money required for the current fiscal year’s portion of the contract, agreement, obligation or expenditure described below is in the Treasury to the credit of the Fund specified below, from which it is to be drawn, and has not been appropriated for any other purpose. Future payments are subject to annual appropriation by the City Council. City Council Action Date: June 23, 2020 Legistar Number: 20-0709 Agenda Item: Motion awarding Amendment No. 1 to Jacobs Engineering Group, Inc., to provide additional professional services to furnish the design, permitting, bid documents and construction phase services for the Cole Park Pier project, located in City Council District 2, in the amount of $613,055.00 for a total contract value not to exceed $713,055.00, effective upon notice to proceed, with funding approved and available from Bond 2018 Proposition C. Amount Required: $613,055.00 Fund Name Accounting Unit Account No. Activity No. Amount PK&RC2019 BD18 3295-141 550950 18171-B-3295-EXP $613,055.00 Total $613,055.00 Director of Financial Services Date:_______________________________ AGEND A MEMOR ANDUM Action Item for the City Council Meeting of June 23, 2020 DATE: June 12, 2020 TO: Peter Zanoni, City Manager THRU : Constance P. Sanchez, Chief Financial Officer FROM: Eddie Houlihan, Director of Management and Budget EddieHo@cctexas.com (361) 826-3792 Amendment to Financial Budgetary Policies CAPTION: Resolution amending Financial Budgetary Policies adopted by Resolution 031821 and providing f inancial policy direction on preparation of the annual budgets. SUMMARY: The financial budgetary policies are being recommended for amendment to address staff recommendations. BACKGROUNDAND FINDINGS: The changes include removing some wording from various sections and adding a section on Corpus Christi Fire Fighters’ Retirement System. ALTERNATIVES: An alternative would be to leave the financial budgetary policies as they currently are written. FINANCIAL IMPACT: There is no financial impact for this item. FUNDING DETAIL: Fund: Organization/Activity: Mission Element: Project # (CIP Only): N/A Accounts: Cost: RECOMMENDATION: Staff recommends approval of the resolution as presented. LIST OF SUPPORTING DOCUMENTS: Resolution Redline Resolution 1 RESOLUTION AMENDI NG FINANCIAL BUDGETARY POLICIES ADOPTED BY RESOLUTION 031547821 AND PROVIDING FINANCIAL POLICY DIRECTION ON PREPARATION OF THE ANNUAL BUDGETS. ·WHEREAS, the City of Corpus Christi has a commitment to citizens as expressed in its Mission Statement: "Provide exceptional service to enhance the quality of life"; and WHEREAS, financial resources are budgeted to fulfill this commitment; and WHEREAS, it has been the City's goal to rebuild the General Fund balance to acceptable levels, a goal which was expressly stated in past policies with targets for accomplishing that goal; and WHEREAS, the City Council adopted a Financial Policy in January 1997 by Resolution No. 022828, reaffirmed the Financial Policy in June 1997 by Resolution No. 022965, modified the Financial Policy in July 1997 by Resolution No. 022992, adopted a new Financial Policy in May 1998 by Resolution No. 023319; reaffirmed the Financial Policy in May 1999 by Resolution. No. 023657; reaffirmed the Financial Policy in May 2000 by Resolution No. 024044; reaffirmed the Financial Policy in May 2001 by Resolution No. 024455; reaffirmed the Financial Policy in May 2002 by Resolution No. 024863; reaffirmed the Financial Policy in April 2003 by Resolution No. 025280; reaffirmed the Financial Policy in April 2004 by Resolution No. 025737; reaffirmed the Financial Policy in May 2005 by Resolution 026265; reaffirmed the Financial Policy in January 2006 by Resolution 026605; amended the Financial Policy in April 2008 by Resolution 02'683; amended the Financial Policy in May 2009 by Resolution 028176; amended the policy in May 2010 by Resolution 028609; amended the policy in July 2011 by Resolution 029128; amended the policy in May 2012 by Resolution 029521; amended the policy in May 2013 by Resolution 029826; amended the policy in June 2013 by Resolution 029848; amended the policy in August 2014 by Resolution 030265; amended the policy in March 2016 by Resolution 030790; amended the policy in July 2017 by Resolution 031189; amended the policy in August 2017 by Resolution 031240; and amended the policy in September 2018 by Resolution 031547; and amended the policy in July 2019 by Resolution 031821. WHEREAS, as a result of thisose policyies, the City achieved its previous goal for the General Fund balance and desires now to articulate a new strategy to maintain a revised General fund balance and to utilize any surplus balance to provide for enhanced financial stability in future years, and also desires to establish similar goals formanage fund balances of the Internal Service Funds, Enterprise Funds, the Combined Utility Reserve Fund, and Debt Service Reserve Funds; and · WHEREAS, this policy provides an essential guide to direct financial planning and to maintain and strengthen the City's bond rating; and WHEREAS, it has been the City's practice to reaffirm its financial policy or to adopt 2 a new or modified policy annually in conjunction with preparation of the budget and prior to presenting the Proposed Budget to the City Council. . NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: · The Financial Budgetary Policies adopted by Resolution 031547821 are amended to read as follows: Section 1. Development I Effective Date of Financial Budgetary Policy. This Financial Budgetary Policy reaffirms and amends the financial policies adopted each year by the City Council since 1997. The City Manager is directed to prepare each annual proposed budget in accordance with this policy. The City Council is prepared to make expenditure reductions that may be necessary to comply with this policy. This Financial Budgetary policy remains in effect and applies to future annual budget preparation processes until amended by City Council resolution. Section 2. Current Revenues /Current Expenditures. General Fund current revenues and funds available from all sources will equal or exceed current expenditures. Section 3. General Fund Balance I Working Capital. To ensure that current and future services or operations are not severely impacted by any economic slowdowns, emergencies, natural disasters or other unforeseen circumstances, adequate financial resources will be set aside in the General Fund unassigned fund balance. In the Government Finance Officers Association's (GFOA) "Best Practice for Determining the Appropriate Level of Unrestricted Fund Balance in the General Fund (2015)", GFOA recommends, at a minimum, that general-purpose government, regardless of size, maintain an unrestricted budgetary fund balance in their general fund of no less than two months of regular general fund operating revenues or regular general fund operating expenditures. Accordingly; it is the goal of the City Council to build and maintain a reserve in the General Fund unassigned fund balance which totals at least two months (or approximately 17%) of regular general fund operating expenditures up to 20% of total annual General Fund appropriations, exclusive of any one-time appropriations. At the end of the fiscal year, upon completion of the Comprehensive Annual Financial Report, the amount calculated to be at least two months of regular general fund operating expenditures up to 20% of total annual General Fund appropriations will be Reserved for Major Contingencies and set up in a separate account. The City Manager shall report on the status of compliance with this policy at least annually as part of the budget process. Uncommitted fund balance in excess of the policy requirement may be recommended for expenditure by the City Manager. Such expenditures shall be subject to the normal appropriations and expenditure approval process applicable to all other funds. Finally, it is noted that extraordinary situations may arise in which the timing of external actions out of the City's control may require the use of the unassigned fund balance. The City Manager shall note these situations to the City Council as soon as the information is known. Amounts that can be used for specific purposes pursuant to constraints imposed by formal action of the City Council will be reported as committed fund balance. Those committed amounts cannot be used for any other purpose unless the City Council removes or changes the specified use by taking the same type of action it employed to previously commit those amounts. Existing resources in the fund that have been specifically committed for use in satisfying contractual obligations will be reported as assigned fund balance. 3 Section 4. Other Committed Fund Balances. 4.1 Internal Service Funds. To ensure that current and future services or operations are not severely impacted by any economic slowdowns, emergencies, natural disasters or other unforeseen circumstances, it is the goal of the City Council to build and maintain an unassigned reserve in each Internal Service Fund listed below, of up to five percent (5%) of the annual Internal Service Fund appropriations, exclusive of any one-time appropriations. Any amount in excess of five percent (5%) will be returned to the paying Funds or used for one- time expenditures. This subsectionSubsection 4.1 only applies to the Information Technologies Internal Service Fund; Stores Internal Service Fund; Engineering Services Internal Service Fund; Fleet Maintenance Internal Service Fund; and Facilities Maintenance Internal Services Fund. 4.2 Group Health Plans. It is a goal of the City to maintain a fund balance in the group health plans to (1) pay any associated administrative costs and claims run-out based upon the most recent actuarial study in the event the plan ceases or a change in the third-party administrator is made; and to (2) hold a reserve for catastrophic claims equaling 10% of projected medical and prescription claims. 4.3 General Liability Fund. It is a goal of the City to maintain a fund balance in the General Liability Fund (1) to fund long-term liabilities, incurred but not reported expenses (IBNR), and a risk margin for the adverse development of claims as determined by the actuarial recommendation and reflected in the Comprehensive Annual Financial Report; (2) to provide additional protection against significant unexpected claims experience in the fiscal year as a catastrophic reserve equaling 25% of the average incurred costs of claims experience over the prior five-year period; and (3) to protect against significant cost increases in the fiscal year for purchased insurance coverage premiums equaling 25% of the cost for purchased insurance over the prior year. 4.4 Worker's Compensati on Fund. It is a goal of the City to maintain a fund balance in the Worker's Compensation Fund (1) to fund long-term liabilities, incurred but not reported expenses (IBNR), and a risk margin for the adverse development of claims as determined by the actuarial recommendation and reflected in the Comprehensive Annual Financial Report; and (2) to protect against significant unexpected claims experience in the fiscal year as a catastrophic reserve equaling 25% of the average of incurred costs of claims experience over the prior five-year period. 4.5 Enterprise Funds. To ensure that current and future services or operations are not severely impacted by any economic slowdowns, emergencies, natural disasters or other unforeseen circumstances, it is the goal of the City Council to build and maintain an unreserved fund balance in each of the Enterprise Funds of a maximum of twenty-five percent (25%) of the annual Enterprise Fund appropriations, exclusive of debt service and any one-time appropriations, and anything over that amount shall be designated for specific purpose(s). This subsectionSubsection 4.5 only applies to Water, Wastewater, Gas, Stormwater, Airport, and Marina fund balances. 4.6 Debt Service Reserve Fund. The City will strive to maintain a debt service fund balance for bonds, certificates of obligation, tax notes, and other debt instruments of at least two percent (2%) of the annual debt service appropriation(s) for the fiscal year; provided, however, this 4 requirement shall comply with the provision of Treasury Regulation 1.148-2(f) which limits the amount of reserve funds that may secure the payment of debt service on bonds. Section 5. Liabilities for Other Post-Employment Benefits, Accrued Compensated Absences and Net Pension Liability. For financial reporting purposes, the City will record liabilities for Other Post-Employment Benefits, Accrued Compensated Absences and Net Pension Liability according to guidance of the Governmental Accounting Standards Board. These liabilities will be funded on a pay-as-you-go basis, and thus will not be included in the minimum fund balances of the affected funds. Section 6. Property Tax Rate for Operations and Maintenance. Each proposed annual budget shall be prepared assuming that the City will be adopting a tax rate necessary to be in compliance with Section 2 above. Full consideration will be given to achieving the "no new- revenue maintenance and operations tax rate" for maintenance and operations when assessed property values decrease, and full consideration will be given to maintaining the current tax rate when assessed properties values increase, as long as the tax rate does not exceed the "voter approval tax rate" (which is the rate that allows the City to raise the same amount of maintenance and operation revenue raised in the prior year, excluding new property, with a 3.5% increase.) Section 7. Funding Level from General Fund for Street Maintenance. City Council approved Resolution #029634 on September 18, 2012 to declare its intent to establish a street user fee for implementation in Fiscal Year 2013-2014. Section 4 of this resolution expressed an intent to preserve the funding level of the Street Department at the percentage of the Street Fund's budget in Fiscal Year 2012-2013 relative to the General Fund. Excluding a decrease in General Fund revenues, the percentage of the Street Fund's budget relative to the General Fund will neither go below that of Fiscal Year 2012-2013 nor go below the dollar equivalent if General Fund revenues increase. That funding level equates to 6.00% of General Fund revenue less grants from the annual adopted operating budget or $10,818,730, whichever is greater. Beginning in Fiscal Year 2015-2016, the funding level will be 6% of General Fund revenue less grants and industrial district revenue or $10,818,730, whichever is greater. Additionally, beginning in Fiscal Year 2015-2016, 5% of industrial district revenue will be transferred to the Street Maintenance Fund. Beginning in Fiscal Year 2018-2019, the funding level will be 6% of General Fund revenue less grants, industrial district revenue and any General Fund transfer to Residential Streets or $10,818,730, whichever is greater.The General Fund will contribute the higher of 6% of General Fund revenue less grants, industrial district revenue and any transfer to Residential Streets or $10,818,730 for Street Maintenance. In addition, the City must include 5% of industrial district revenue in the Street Maintenance Fund. Section 8. Funding Level from General Fund for Residential Street Reconstruction Fund. In order to develop a long-term funding mechanism for capital improvements related to residential/local streets, implement the following: 1. Beginning in Fiscal Year 2015-2016,The City must appropriate and transferinclude 5% of industrial district revenue to in the Residential Street Reconstruction Fund. 1. 5 2. In Fiscal Year 2020-2021, transfer 1/3 of one percent of the General Fund revenue less: • Grants • Industrial District revenue, and • Any General Fund transfer to the Residential Street Reconstruction Fund (i.e. four cents of the property tax rate) 3. In Fiscal Year 2021-2022, transfer 2/3 of one percent of the General Fund revenues less: • Grants • Industrial District revenue, and • Any General Fund revenue to the Residential Street Reconstruction Fund (i.e. four cents of the property tax rate) 4. In Fiscal Year 2022-2023, transfer 1% of the General Fund revenues less: • Grants • Industrial District revenue, and • Any General Fund transfer to Residential Streets Reconstruction Fund (i.e. four cents of the property tax rate) 5. At a Special City Election in November 2016 Corpus Christi voters voted to create a dedicated fund to be used solely for residential street reconstruction and the city council was authorized each year to levy, assess and collect a property tax not to exceed six cents ($0.06) per one hundred dollars ($100.00) of assessed value for the purpose of residential street reconstruction to be deposited in such fund. Said taxes shall be used solely for the purpose of residential street reconstruction, including associated architectural, engineering and utility costs, and shall be implemented gradually at a rate not to exceed two cents ($0.02) per one hundred dollars ($100.00) of assessed value per year. For the purposes of this provision, the term “reconstruction” is defined as removing all or a significant portion of the pavement material and replacing it with new or recycled materials. The dedicated fund established by this section may not be used for payment of debt service. The City Council approved two cents ($0.02) per one hundred dollars ($100.00) of assessed value for fiscal year 2018-2019 and two cents ($0.02) per one hundred dollars ($100.00) of assessed value for fiscal year 2019-2020 for the purpose of residential street reconstruction. Due to the COVID-related economic downturn the final two cents will not be added in FY 2020- 2021, but will be considered in FY 2021-2022. Section 9. Funding of Texas Municipal Retirement System (TMRS) Contributions. The City reached the fully funded contribution rate for TMRS in January 2019. It is a goal of the City Council to maintain the fully funded contribution rate to TMRS to fund the general City employees' and sworn police officers' pension. Section 10. Funding of Corpus Christi Fire Fighters’ Retirement System (CCFFRS). Whereas, pursuant to a Special Task Force appointed by the City Manager, it is the goal of the City to reach a 2 to 1 matching ratio over the next five years beginning in FY 2020-2021. In FY 2019-2020 the City increased their contribution rate by .5% from 20.78% to 21.28%. The City contribution will need to increase by 4.92% to achieve a 2 to 1 matching ratio. Section 101. Priority of City Services. The City Council recognizes the need to provide public services which support the continued growth of the local economy and personal income 6 growth to insure an adequate financial base for the future. Section 112. Operating Contingencies. The City Manager is directed to budget up to $500,000 per year as an operating contingency as part of General Fund expenditures in order to further insulate the General Fund unreserved fund balance from unforeseen circumstances. Up to 2% of annual appropriations for operating contingencies may be budgeted, as deemed necessary, in enterprise, internal service, and special revenue funds of the City. Section 123. Multi-year Budget Model. Whereas many of the City's fiscal goals require commitment and discipline beyond the one year considered within the City's fiscal year, the City will also consider adoption of business plans necessary for the accomplishment of City short term or long term goals. These business plans will be presented and recommended to the City Council in the proposed annual operating budget and shall be used for development of future budget recommendations as necessary to accomplish these goals. The City shall also maintain business plans and/or rate models for enterprise operations. Preparation of the annual budget will include model for years two and three, with specific revenue and expenditure assumptions and with respect to the debt horizon. Section 143. Cost Recovery. The City may recover costs in the General Fund by charging other funds for administrative costs incurred to support their operations. The City shall attempt to pursue and maintain a diversified and stable revenue stream for the General Fund in order to shelter finances from short term fluctuations in any one revenue source. In order to meet the requirements outlined herein, every effort will be made to base rates on a cost of service model, so costs incurred for certain services are paid by the population benefiting from such services. Section 145. Quarterly Financial Reporting and Monitoring. The City Manager shall provide interim financial performance reports and updates to the City Council on a quarterly basis. These interim reports must include detailed year to date revenue and expenditure estimates, as well as explanations for major variances to budget. The format of the quarterly report must be relatively consistent with the adopted budget. Quarterly financial reports shall include a summary of fund balances for each fund and a statement regarding compliance with these financial policies, where applicable. Section 156. Use of Nonrecurring Revenue. The City shall endeavor to use nonrecurring revenue to fund one-time expenditures. Nonrecurring revenue may include items such as sale of fixed assets, court settlements, or revenue collection windfalls. Section 167. Debt Management. The City Manager shall adhere to the Debt Management Policy adopted by Resolution 028902 on December 14, 2010 and reaffirmed by Resolution 029321 on December 13, 2011. Section 178. Capital Improvement Plans/Funding. The City Manager shall provide quarterly updates to the City Council on Capital Improvement Projects and post these updates on the City website. The annual Capital Improvement Plan (CIP) shall follow a similar cycle as the Operating Budget. As part of the annual capital budget process, the City shall update its short and long- range capital improvement plans. Due to the limited amount of available funds, the CIP serves to establish a priority for the many necessary projects. Therefore, the CIP will be updated annually in order to incorporate the changing priorities, needs and funding sources. As part of a concerted effort to reduce debt levels and improve financial flexibility, the City shall pursue pay-as-you-go capital funding where possible. The CIP is a necessary tool in the capital planning process, and shall be organized as follows: 7 A. ANNUAL CAPITAL BUDGET: This is the first year of the Short Range CIP and shall be fully funded. All approved projects must have corresponding funding resources identified by individual project. Projects added to the approved annual Capital Budget shall require City Council approval. B. SHORT RANGE CIP: A schedule of capital expenditures to be incurred over a three (3) year period to carry out the City's CIP programthe current annual Capital Budget plus two (2) additional years. The short range plan projects must have programmed funding with corresponding funding resources identified by individual project. Any projects that include projected increases to operating costs for programmed facilities will be notated. A review of all CIP encumbrances will be done annually. Any encumbrance that does not represent a true commitment will be liquidatedreturned to reserves. C. LONG RANGE CIP: The long range plan extends for an additional seven years beyond the short range, for a complete plan that includes ten years. The long range CIP projects must have realistic planned funding tied to the projects. Section 198. Expenditures. Within the limitation of public service needs, statutory requirements and contractual commitments expenditures included in the operating budget shall represent the most cost-efficient method to deliver services to the citizens of Corpus Christi. Efforts to· identify the most cost-efficient method of service delivery shall continue during the fiscal year after the operating budget is adopted and may be implemented during the fiscal year as necessary and of benefit to the public. Section 1920. Line Item Budget review process. During the preparation of the City's operating budget, City staff shall perform a line item budget review of departmental budgets. Section 201. A State Hotel Occupancy Tax (SHOT) and Hotel Occupancy Tax (HOT) Fund. A state HOTSHOT Fund was created for the Fiscal Year (FY) 2015-16 budget as a result of the Texas 84th Legislature's (2015) House Bill (HB)1915 that allowed Corpus Christi and three other Texas cities to retain 2% of the state hotel occupancy taxes collected by the cities to be reinvested for beach maintenance and restoration. The expenditures in this Fund shall not be used to offset expenditures for Gulf Beach maintenance currently paid for out of the local HOT Fund. The funding for Gulf Beach maintenance in the local HOT Fund shall not fall below the lesser of $1,825,088 or 15% of HOT revenue (not including the Convention Expansion portion) budgeted. This amount will be in addition to any expenditures budgeted for Gulf Beach Maintenance in the State SHOT Fund. Section 212. Drought Surcharge Exemption Fund. Beginning in Fiscal Year 2018-2019 The Drought Surcharge Exemption Fees collected from large-volume industrial customers pursuant to Ordinance 031533 shall be dedicated for development of a drought-resistant water supply and shall not be used for operation and maintenance costs of any water supply, treatment facility or distribution system. The Drought Surcharge Exemption Fees paid to the City will be accounted for and reserved in a separate Drought Surcharge Exemption Fund and used only for capital costs to develop and/or acquire an additional drought-resistant water supply including but not limited to, payment of debt for an allowable capital project. Section 223. Budget Controls. Budgetary compliance is an important tool in managing and controlling governmental activities, as well as ensuring conformance with the City’s budgetary limits. Budgetary controls, levels at which expenditures cannot legally exceed appropriated 8 amounts, are established within individual funds. The City utilizes an encumbrance system of accounting as one mechanism to accomplish effective budgetary controls. Encumbrances at year end which represent a true commitment are generally appropriated as part of the following year’s budgetadded to the budget. A closing appropriation Ordinance will be brought to the City Council with budget amendments by fund, resulting from prior year end encumbrances, approximately two months after year end. 1 RESOLUTION AMENDI NG FINANCIAL BUDGETARY POLICIES ADOPTED BY RESOLUTION 031821 AND PROVIDING FINANCIAL POLICY DIRECTION ON PREPARATION OF THE ANNUAL BUDGETS. · WHEREAS, the City Council adopted a Financial Policy in July 2019 by Resolution 031821. WHEREAS, as a result of this policy, the City achieved its goal for the General Fund balance and desires now to articulate a strategy to maintain a General fund balance and to utilize any surplus balance to provide for enhanced financial stability in future years, and also desires to manage fund balances of the Internal Service Funds, Enterprise Funds, the Combined Utility Reserve Fund, and Debt Service Reserve Funds; and · WHEREAS, this policy provides an essential guide to direct financial planning and to maintain and strengthen the City's bond rating; and WHEREAS, it has been the City's practice to reaffirm its financial policy or to adopt a new or modified policy annually in conjunction with preparation of the budget and prior to presenting the Proposed Budget to the City Council. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: · The Financial Budgetary Policies adopted by Resolution 031821 are amended to read as follows: Section 1. Development I Effective Date of Financial Budgetary Policy. This Financial Budgetary Policy reaffirms and amends the financial policies adopted each year by the City Council since 1997. The City Manager is directed to prepare each annual proposed budget in accordance with this policy. The City Council is prepared to make expenditure reductions that may be necessary to comply with this policy. This Financial Budgetary policy remains in effect and applies to future annual budget preparation processes until amended by City Council resolution. Section 2. Current Revenues /Current Expenditures. General Fund current revenues and funds available from all sources will equal or exceed current expenditures. Section 3. General Fund Balance I Working Capital. To ensure that current and future services or operations are not severely impacted by any economic slowdowns, emergencies, natural disasters or other unforeseen circumstances, adequate financial resources will be set aside in the General Fund unassigned fund balance. In the Government Finance Officers Association's (GFOA) "Best Practice for Determining the Appropriate Level of Unrestricted Fund Balance in the General Fund (2015)", GFOA recommends, at a minimum, that general-purpose government, regardless of size, maintain an unrestricted budgetary fund balance in their general fund of no less than two months of regular general fund operating revenues or regular general fund operating expenditures. Accordingly; it is the goal of the City Council to build and maintain a reserve in the General Fund unassigned fund balance which totals at least two months (or 2 approximately 17%) of regular general fund operating expenditures up to 20% of total annual General Fund appropriations, exclusive of any one-time appropriations. At the end of the fiscal year, upon completion of the Comprehensive Annual Financial Report, the amount calculated to be at least two months of regular general fund operating expenditures up to 20% of total annual General Fund appropriations will be Reserved for Major Contingencies and set up in a separate account. The City Manager shall report on the status of compliance with this policy at least annually as part of the budget process. Uncommitted fund balance in excess of the policy requirement may be recommended for expenditure by the City Manager. Finally, it is noted that extraordinary situations may arise in which the timing of external actions out of the City's control may require the use of the unassigned fund balance. The City Manager shall note these situations to the City Council as soon as the information is known. Section 4. Other Committed Fund Balances. 4.1 Internal Service Funds. To ensure that current and future services or operations are not severely impacted by any economic slowdowns, emergencies, natural disasters or other unforeseen circumstances, it is the goal of the City Council to build and maintain an unassigned reserve in each Internal Service Fund listed below, of up to five percent (5%) of the annual Internal Service Fund appropriations, exclusive of any one-time appropriations. Any amount in excess of five percent (5%) will be returned to the paying Funds or used for one- time expenditures. Subsection 4.1only applies to the Information Technologies Internal Service Fund; Stores Internal Service Fund; Engineering Services Internal Service Fund; Fleet Maintenance Internal Service Fund; and Facilities Maintenance Internal Services Fund. 4.2 Group Health Plans. It is a goal of the City to maintain a fund balance in the group health plans to (1) pay any associated administrative costs and claims run-out based upon the most recent actuarial study in the event the plan ceases or a change in the third-party administrator is made; and to (2) hold a reserve for catastrophic claims equaling 10% of projected medical and prescription claims. 4.3 General Liability Fund. It is a goal of the City to maintain a fund balance in the General Liability Fund (1) to fund long-term liabilities, incurred but not reported expenses (IBNR), and a risk margin for the adverse development of claims as determined by the actuarial recommendation and reflected in the Comprehensive Annual Financial Report; (2) to provide additional protection against significant unexpected claims experience in the fiscal year as a catastrophic reserve equaling 25% of the average incurred costs of claims experience over the prior five-year period; and (3) to protect against significant cost increases in the fiscal year for purchased insurance coverage premiums equaling 25% of the cost for purchased insurance over the prior year. 4.4 Worker's Compensati on Fund. It is a goal of the City to maintain a fund balance in the Worker's Compensation Fund (1) to fund long-term liabilities, incurred but not reported expenses (IBNR), and a risk margin for the adverse development of claims as determined by the actuarial recommendation and reflected in the Comprehensive Annual Financial Report; and (2) to protect against significant unexpected claims experience in the fiscal year as a catastrophic reserve equaling 25% of the average of incurred costs of claims experience over the prior five-year period. 3 4.5 Enterprise Funds. To ensure that current and future services or operations are not severely impacted by any economic slowdowns, emergencies, natural disasters or other unforeseen circumstances, it is the goal of the City Council to build and maintain an unreserved fund balance in each of the Enterprise Funds of a maximum of twenty-five percent (25%) of the annual Enterprise Fund appropriations, exclusive of debt service and any one-time appropriations, and anything over that amount shall be designated for specific purpose(s). Subsection 4.5 only applies to Water, Wastewater, Gas, Stormwater, Airport, and Marina fund balances. 4.6 Debt Service Reserve Fund. The City will strive to maintain a debt service fund balance for bonds, certificates of obligation, tax notes, and other debt instruments of at least two percent (2%) of the annual debt service appropriation(s) for the fiscal year; provided, however, this requirement shall comply with the provision of Treasury Regulation 1.148-2(f) which limits the amount of reserve funds that may secure the payment of debt service on bonds. Section 5. Liabilities for Other Post-Employment Benefits, Accrued Compensated Absences and Net Pension Liability. For financial reporting purposes, the City will record liabilities for Other Post-Employment Benefits, Accrued Compensated Absences and Net Pension Liability according to guidance of the Governmental Accounting Standards Board. These liabilities will be funded on a pay-as-you-go basis, and thus will not be included in the minimum fund balances of the affected funds. Section 6. Property Tax Rate for Operations and Maintenance. Each proposed annual budget shall be prepared assuming that the City will be adopting a tax rate necessary to be in compliance with Section 2 above. Full consideration will be given to achieving the "no new- revenue maintenance and operations tax rate" for maintenance and operations when assessed property values decrease, and full consideration will be given to maintaining the current tax rate when assessed properties values increase, as long as the tax rate does not exceed the "voter approval tax rate" (which is the rate that allows the City to raise the same amount of maintenance and operation revenue raised in the prior year, excluding new property, with a 3.5% increase.) Section 7. Funding Level from General Fund for Street Maintenance. The General Fund will contribute the higher of 6% of General Fund revenue less grants, industrial district revenue and any transfer to Residential Streets or $10,818,730 for Street Maintenance. In addition, the City must include 5% of industrial district revenue in the Street Maintenance Fund. Section 8. Funding Level from General Fund for Residential Street Reconstruction Fund. In order to develop a long-term funding mechanism for capital improvements related to residential/local streets, implement the following: 1. The City must include 5% of industrial district revenue in the Residential Street Reconstruction Fund. 2. In Fiscal Year 2020-2021, transfer 1/3 of one percent of the General Fund revenue less: • Grants • Industrial District revenue, and 4 • Any General Fund transfer to the Residential Street Reconstruction Fund (i.e. four cents of the property tax rate) 3. In Fiscal Year 2021-2022, transfer 2/3 of one percent of the General Fund revenues less: • Grants • Industrial District revenue, and • Any General Fund revenue to the Residential Street Reconstruction Fund (i.e. four cents of the property tax rate) 4. In Fiscal Year 2022-2023, transfer 1% of the General Fund revenues less: • Grants • Industrial District revenue, and • Any General Fund transfer to Residential Streets Reconstruction Fund (i.e. four cents of the property tax rate) 5. At a Special City Election in November 2016 Corpus Christi voters voted to create a dedicated fund to be used solely for residential street reconstruction and the city council was authorized each year to levy, assess and collect a property tax not to exceed six cents ($0.06) per one hundred dollars ($100.00) of assessed value for the purpose of residential street reconstruction to be deposited in such fund. Said taxes shall be used solely for the purpose of residential street reconstruction, including associated architectural, engineering and utility costs, and shall be implemented gradually at a rate not to exceed two cents ($0.02) per one hundred dollars ($100.00) of assessed value per year. For the purposes of this provision, the term “reconstruction” is defined as removing all or a significant portion of the pavement material and replacing it with new or recycled materials. The dedicated fund established by this section may not be used for payment of debt service. The City Council approved two cents ($0.02) per one hundred dollars ($100.00) of assessed value for fiscal year 2018-2019 and two cents ($0.02) per one hundred dollars ($100.00) of assessed value for fiscal year 2019-2020 for the purpose of residential street reconstruction. Due to the COVID-related economic downturn the final two cents will not be added in FY 2020- 2021, but will be considered in FY 2021-2022. Section 9. Funding of Texas Municipal Retirement System (TMRS) Contributions.. It is a goal of the City Council to maintain the fully funded contribution rate to TMRS to fund the general City employees' and sworn police officers' pension. Section 10. Funding of Corpus Christi Fire Fighters’ Retirement System (CCFFRS). Whereas, pursuant to a Special Task Force appointed by the City Manager, it is the goal of the City to reach a 2 to 1 matching ratio over the next five years beginning in FY 2020-2021. In FY 2019-2020 the City increased their contribution rate by .5% from 20.78% to 21.28%. The City contribution will need to increase by 4.92% to achieve a 2 to 1 matching ratio. Section 11. Priority of City Services. The City Council recognizes the need to provide public services which support the continued growth of the local economy and personal income growth to insure an adequate financial base for the future. Section 12. Operating Contingencies. The City Manager is directed to budget up to $500,000 per year as an operating contingency as part of General Fund expenditures in order to further insulate the General Fund unreserved fund balance from unforeseen circumstances. Up to 2% of annual appropriations for operating contingencies may be budgeted, as deemed necessary, 5 in enterprise, internal service, and special revenue funds of the City. Section 13. Multi-year Budget Model. Whereas many of the City's fiscal goals require commitment and discipline beyond the one year considered within the City's fiscal year, the City will also consider adoption of business plans necessary for the accomplishment of City short term or long term goals. These business plans will be presented and recommended to the City Council in the proposed annual operating budget and shall be used for development of future budget recommendations as necessary to accomplish these goals. The City shall also maintain business plans and/or rate models for enterprise operations. Preparation of the annual budget will include model for years two and three, with specific revenue and expenditure assumptions and with respect to the debt horizon. Section 14. Cost Recovery. The City may recover costs in the General Fund by charging other funds for administrative costs incurred to support their operations. The City shall attempt to pursue and maintain a diversified and stable revenue stream for the General Fund in order to shelter finances from short term fluctuations in any one revenue source. In order to meet the requirements outlined herein, every effort will be made to base rates on a cost of service model, so costs incurred for certain services are paid by the population benefiting from such services. Section 15. Quarterly Financial Reporting and Monitoring. The City Manager shall provide interim financial performance reports and updates to the City Council on a quarterly basis. These interim reports must include detailed year to date revenue and expenditure estimates, as well as explanations for major variances to budget. The format of the quarterly report must be relatively consistent with the adopted budget. Quarterly financial reports shall include a summary of fund balances for each fund and a statement regarding compliance with these financial policies, where applicable. Section 16. Use of Nonrecurring Revenue. The City shall endeavor to use nonrecurring revenue to fund one-time expenditures. Nonrecurring revenue may include items such as sale of fixed assets, court settlements, or revenue collection windfalls. Section 17. Debt Management. The City Manager shall adhere to the Debt Management Policy adopted by Resolution 028902 on December 14, 2010 and reaffirmed by Resolution 029321 on December 13, 2011. Section 18. Capital Improvement Plans/Funding. The City Manager shall provide quarterly updates to the City Council on Capital Improvement Projects and post these updates on the City website. The annual Capital Improvement Plan (CIP) shall follow a similar cycle as the Operating Budget. As part of the annual capital budget process, the City shall update its short and long- range capital improvement plans. Due to the limited amount of available funds, the CIP serves to establish a priority for the many necessary projects. Therefore, the CIP will be updated annually in order to incorporate the changing priorities, needs and funding sources. The CIP is a necessary tool in the capital planning process, and shall be organized as follows: A. ANNUAL CAPITAL BUDGET: This is the first year of the Short Range CIP and shall be fully funded. All approved projects must have corresponding funding resources identified by individual project. Projects added to the approved annual Capital Budget shall require City Council approval. B. SHORT RANGE CIP: A schedule of capital expenditures to be incurred over the current annual Capital Budget plus two (2) additional years. The short range plan projects must have programmed funding with corresponding funding resources identified by individual project. Any 6 projects that include projected increases to operating costs for programmed facilities will be notated. A review of all CIP encumbrances will be done annually. Any encumbrance that does not represent a true commitment will be returned to reserves. C. LONG RANGE CIP: The long range plan extends for an additional seven years beyond the short range, for a complete plan that includes ten years. The long range CIP projects must have realistic planned funding tied to the projects. Section 19. Expenditures. Within the limitation of public service needs, statutory requirements and contractual commitments expenditures included in the operating budget shall represent the most cost-efficient method to deliver services to the citizens of Corpus Christi. Efforts to· identify the most cost-efficient method of service delivery shall continue during the fiscal year after the operating budget is adopted and may be implemented during the fiscal year as necessary and of benefit to the public. Section 20. Line Item Budget review process. During the preparation of the City's operating budget, City staff shall perform a line item budget review of departmental budgets. Section 21. State Hotel Occupancy Tax (SHOT) and Hotel Occupancy Tax (HOT) Fund. A SHOT Fund was created for the Fiscal Year (FY) 2015-16 budget as a result of the Texas 84th Legislature's (2015) House Bill (HB)1915 that allowed Corpus Christi and three other Texas cities to retain 2% of the state hotel occupancy taxes collected by the cities to be reinvested for beach maintenance and restoration. The expenditures in this Fund shall not be used to offset expenditures for Gulf Beach maintenance currently paid for out of the local HOT Fund. The funding for Gulf Beach maintenance in the local HOT Fund shall not fall below the lesser of $1,825,088 or 15% of HOT revenue (not including the Convention Expansion portion) budgeted. This amount will be in addition to any expenditures budgeted for Gulf Beach Maintenance in the SHOT Fund. Section 22. Drought Surcharge Exemption Fund. Beginning in Fiscal Year 2018-2019 The Drought Surcharge Exemption Fees collected from large-volume industrial customers pursuant to Ordinance 031533 shall be dedicated for development of a drought-resistant water supply and shall not be used for operation and maintenance costs of any water supply, treatment facility or distribution system. The Drought Surcharge Exemption Fees paid to the City will be accounted for and reserved in a separate Drought Surcharge Exemption Fund and used only for capital costs to develop and/or acquire an additional drought-resistant water supply including but not limited to, payment of debt for an allowable capital project. Section 23. Budget Controls. Budgetary compliance is an important tool in managing and controlling governmental activities, as well as ensuring conformance with the City’s budgetary limits. Budgetary controls, levels at which expenditures cannot legally exceed appropriated amounts, are established within individual funds. The City utilizes an encumbrance system of accounting as one mechanism to accomplish effective budgetary controls. Encumbrances at year end which represent a true commitment are generally added to the budget. DATE: June 1, 2020 TO: Peter Zanoni, City Manager FROM: Rudy Bentancourt, Director of Housing and Community Development RudyB@cctexas.com 361-826-3021 CAPTION: Motion approving an incentive agreement in the amount of $154,227.00 between the Corpus Christi Business and Job Development Corporation and the Community Development Corporation of Brownsville, dba come dream. come build., regarding a potential owner occupancy affordable housing project at 4017 Capitol Drive. SUMMARY: The purpose of this item is to approve an agreement between the Type A Corporation and the Community Development Corporation of Brownsville, dba come dream. come build. for the development of an affordable housing project at 4017 Capitol Drive. The agreement will detail the scope of work for the project which includes: to provide a detailed project concept and specific scope for the project, including a project schedule to the Corporation within 60 days and complete construction within two years following the approval and recordation of the plat. Also, committing $154,227 in Type A Affordable Housing funding for the development of the land to assist in the costs of the project. BACKGROUND AND FINDINGS: On March 16, 2020, City staff presented to the Corpus Christi Business and Job Development Corporation (Type A Board) a proposed project which would develop homeownership affordable housing on a City-owned property for potential homeowners at or below 80% area median income. The Type A Board requested an agreement to be brought back to the Board in April 2020. On January 2015, the Corpus Christi Business and Job Development Corporation (Type A Board) approved Goals and Strategies for the Affordable Housing Program. On March 31, 2015 the Corpus Christi City Council also approved the Goals and Strategies for the Affordable Housing Program. The desired results for affordable housing were to increase affordable housing opportunities for stable families to live in quality housing on a long-term basis with a first priority on home ownership and secondary priority on home rental. The Type A Board listed Goal #1 – To increase the availability of affordable, accessible, and fair housing by sponsoring and supporting relevant legislature, regulation, and policy that would provide a direct benefit to a homebuyer. Agreement with the Community Development Corporation of Brownsville, dba come dream. come build. AGENDA MEMORANDUM Action Item for the City Council Meeting June 23, 2020 On December 13, 2018, a presentation titled “Modeling Housing Affordability in Corpus Christi, Texas” was made for City stakeholders from the Texas A&M University Real Estate Center. Data from the presentation indicated that of the 89,658 owner-occupied units in Corpus Christi, 13.7% were occupied by low- to moderate-income (below 80% AMI) households with an annual income range of $31,051 to $40,700. In Corpus Christi, the gap continues to widen between the median home price and median family income for affordable homeowners. In Corpus Christi, there is a decline in sales of lowest priced homes ($0-$149,000). However, there continues to be a rise in sales of homes priced $150,000+ which strains housing affordability for lower- to moderate-income households. The decline in the supply of new homes in the lowest price ranges diminishes affordable owner-occupied housing in Corpus Christi. On October 7, 2019, a Request for Proposal (RFP) was released by the Contracts and Procurement Department seeking a developer of affordable housing. On October 12, 2019, a Pre-Proposal Conference was held and four (4) interested parties attended. On November 11, 2019, the proposals were due to the Contract and Procurement Department. The Community Development Corporation of Brownsville (CDCB) was the sole respondent of the RFP and submitted a proposed concept of the development. This agreement will detail the scope of work for the project which includes: to provide a detailed project concept and specific scope for the project, including a project schedule to the Corporation within 60 days following the effective date and complete the construction of the project within two years following the approval and recordation of the plat. Following the approval of the project concept, specific scope, and design, the Corporation will pay the developer $154,227.00. The total amount will be split into five payments made upon notice from the Developer and showing that the Developer has completed 20%, 40%, 60%, 80%, and 100% of the required work to complete the project. The agreement includes a claw- back provision that requires the Developer to refund the City if the project is not completed within the required time period. The City has also identified additional funding sources to support this new affordable housing development. Along with the Type A request of $154,227, additional funding includes: Corpus Christi Community Improvement Corporation funding of $150,000 and Corpus Christi Housing Finance Corporation funding of $470,000. It is unlikely all funding will be utilized after a final project concept and scope have been completed. ALTERNATIVES: The City Council could choose not to approve the agreement already approved by the Type A Board. FISCAL IMPACT: Currently, there is $154,227 available in Type A funding for Affordable Housing. This request will earmark this funding for this project. The funding is available in fund balance. A budget amendment is required. Funding Detail: Fund: 1140 – Economic Development Organization/Activity: 15000 – Affordable Housing Mission Element: 132 – Revitalize and Stabilize Neighborhoods Project # (CIP Only): N/A Account: 530000 – Professional Services RECOMMENDATION: It is the recommendation of staff to approve the agreement LIST OF SUPPORTING DOCUMENTS: Agreement Presentation Page 1 of 6 AGREEMENT BETWEEN CORPUS CHRISTI COMMUNITY IMPROVEMENT CORPORATION AND COMMUNITY DEVELOPMENT CORPORATION OF BROWNSVILLE, DBA COME DREAM. COME BUILD. This Agreement for the Type A Affordable Housing Program – 4017 Capitol Drive Redevelopment (“Agreement”) is entered into between the Corpus Christi Community Improvement Corporation (“CCCIC”) and the Community Development Corporation of Brownsville, dba come dream. come build. (the “Developer”). WHEREAS, the CCCIC, formerly known as the Corpus Christi Housing Improvement Corporation, was organized as an instrument of the City of Corpus Christi to benefit the citizens by promoting and facilitating programs permissible under the federal Community Development Block Grant Program, the federal HOME Program and the Texas Community Development Act of 1975; WHEREAS, the Board of the CCCIC has expressed interest in funding affordable housing projects in the City of Corpus Christi; WHEREAS, the City and the Corpus Christi Business & Job Development Corporation (“CCBJDC”) worked together to create Request for Proposals (“RFP”) No. 2354 seeking the services of a developer to create affordable housing units on a decommissioned City park located at 4017 Capitol Drive (“Project”). WHEREAS, the Board has determined that it is in the best interests of the residents of the City that the Developer be awarded CCCIC affordable housing funds not to exceed $150,000 by execution of this Agreement, to accomplish the affordable housing project described in the Scope of Work, which is attached hereto as Exhibit A and incorporated herein by reference as if laid out here in its entirety and the Developer’s Proposal response to RFP No. 2354, which is incorporated hereto by reference as if laid out here in its entirety; NOW THEREFORE, in consideration of the covenants, promises , and conditions stated in this Agreement, the CCCIC and Developer agree as follows: 1. Agreement to Provide Affordable Housing Services. This Agreement between the CCCIC and the Developer is executed to implement the promotion and development of the Project. In performance of the Agreement, Developer will: a. Provide a detailed project concept and specific scope for the Project , including a project schedule to CCCIC, CCBJDC and the City within 60 days following the Effective Date. The City Manager for the City, or his designee, as an agent of the CCCIC, must approve the project concept prior to the start of any work, including preparation of the property. The Project must be an affordable housing project, as described by 42 U.S.C. Section 12745, and must create homes for homeownership by qualified individuals. b. Complete construction of the project within two years following the approval and recordation of the plat with the City. Developer will comply with all laws, rules, and ordinances in the construction of the Project and will obtain all required permits. c. Restrict the use of all units constructed as part of the Project to affordable housing, as described by 42 U.S.C. Section 12745, for a period of 20 years (the “Affordability Period”). Page 2 of 6 2. Compensation. In exchange for the services needed to develop the Project, the C CCIC will provide the following compensation to the Developer: a. Following the approval of the project concept, specific scope, and design, and a request from the Developer, the CCCIC will pay the Developer an amount not to exceed $150,000. Payments will be made within 30 days of confirmation by City staff that the requisite work has been properly completed. b. If the Developer fails to construct the Project within two years following the recordation of the plat with the City, the Developer will, within 90 days following that end of that two year period, reimburse to the CCCIC (or the City if the CCCIC no longer exists at that time) all funds paid to the Developer in accordance with this Agreement. 3. City Council Approval. This Agreement is subject to the approval of the City Council and shall not be effective unless approved by City Council. 4. Property Sale Limited to Affordable Housing. During the term of this Agreement and the Affordability Period, Developer may only sell the property or the Project to qualified individuals for use as affordable housing. If, during the term of this Agreement or the Affordability Period, the Developer sells or transfers the property or any units constructed thereon without the restriction that such property be restricted to qualif ying individuals for use as affordable housing, the Developer shall, within 90 days following the transfer or sale, reimburse to CCCIC (or the City if the CCCIC no longer exists at that time) all funds paid to the Developer in accordance with this Agreement. 5. Effective Date. The effective date of this Agreement is the date on which the City Council grants approval to the Corporation for this Project, so long as all parties have executed this Agreement. 6. Term. The term of this is for four years beginning on the Effective Date. The term may be extended by mutual agreement in writing if additional time is needed to complete the Project. 7. Termination. CCCIC may terminate this Agreement 30 days' written notice of Developer’s failure to comply with any terms of the Agreement. 8. Amendments or Modifications. No amendments or modifications to this Agreement or to the Project may be made, nor any provision waived, unless the amendment or modification is made in writing and signed by persons duly authorized to sign agreements on behalf of all parties. 9. Notices. Any required written notices shall be sent, certified mail, return receipt requested, addressed as follows: If to CCCIC: c/o Housing & Community Development 1201 Leopard Street Corpus Christi, Texas 78401 With a copy to: Page 3 of 6 City of Corpus Christi Attn.: City Attorney P.O. Box 9277 Corpus Christi, Texas 78469-9277 If to Developer: Community Development Corporation of Brownsville, dba come dream. come build. Attn.: Nick Mitchell-Bennett 901 E. Levee St. Brownsville, Texas 78520 Notice is effective upon deposit in the United States mail in the manner provided above. 10. Relationship of Parties. In performing this Agreement, the CCCIC and the Developer shall act in an individual capacity, and not as agents, representatives, employees, employers, partner s, joint-venturers, or associates of one another. The employees or agents of either party may not be, nor be construed to be, the employees or agents of the other party for any purpose. 11. Insurance; Bonds. a. Before performance can begin under this Agreement, the Developer must deliver a certificate of insurance (“COI”), as proof of the required insurance coverages, to the City’s Risk Manager and the Contracts and Procurement Department. Additionally, the COI must state that the City or the CCCIC will be given at least 30 days’ advance written notice of cancellation, material change in coverage, or intent not to renew any of the policies. The City and the CCCIC must be named as additional insureds. The City Attorney must be given copies of all insurance policies within 10 days of the City’s written request. Insurance requirements are as stated in Exhibit B, the content of which is incorporated by reference into this Agreement as if fully set out here in its entirety. b. In the event that a payment bond, a performance bond, or both, are required of the Developer to be provided to the City under this Agreement before performance can commence, the terms, conditions, and amounts required in the bonds and appropriate surety information are as included in the RFP or as may be added to Exhibit B, and such content is incorporated here in this Agreement by reference as if each bond’s terms, conditions, and amounts were fully set out here in its entirety. 12. Non-Appropriation. The continuation of this Agreement after the close of any fiscal year of the City and CCCIC, which fiscal year ends on September 30th annually, is subject to appropriations and budget approval specifically covering this Agreement as an expenditure in said budg et, and it is within the sole discretion of the City’s City Council and the CCCIC’s Board to determine whether or not to fund this Agreement. The CCCIC does not represent that this budget item will be adopted, as said determination is within the City Council's sole discretion when adopting each budget. 13. Waiver. No waiver by either party of any breach of any term or condition of this Agreement waives any subsequent breach of the same. Page 4 of 6 14. Taxes. The Developer covenants to pay payroll taxes, Medicare taxes, FICA taxes, unemployment taxes and all other applicable taxes. Upon request, the Corporation shall be provided proof of payment of these taxes within 15 days of such request. 15. DEVELOPER SHALL FULLY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY, the CCCIC, THE CORPUS CHRISTI BUSINESS AND JOB DEVELOPMENT CORPORATION, AND THEIR RESPECTIVE OFFICERS, EMPLOYEES AND AGENTS (“INDEMNITEES”) FROM AND AGAINST ANY AND ALL LIABILITY, LOSS, CLAIMS, DEMANDS, SUITS, AND CAUSES OF ACTION OF WHATEVER NATURE, CHARACTER, OR DESCRIPTION ON ACCOUNT OF PERSONAL INJURIES, PROPERTY LOSS, OR DAMAGE, OR ANY OTHER KIND OF INJURY, LOSS, OR DAMAGE, INCLUDING ALL EXPENSES OF LITIGATION, COURT COSTS, ATTORNEYS’ FEES AND EXPERT WITNESS FEES, WHICH ARISE OR ARE CLAIMED TO ARISE OUT OF OR IN CONNECTION WITH A BREACH OF THIS AGREEMENT OR THE PERFORMANCE OF THIS AGREEMENT BY THE DEVELOPER OR RESULTS FROM THE NEGLIGENT ACT, OMISSION, MISCONDUCT, OR FAULT OF THE DEVELOPER OR ITS EMPLOYEES, CONTRACTORS, OR AGENTS. DEVELOPER MUST, AT ITS OWN EXPENSE, INVESTIGATE ALL CLAIMS AND DEMANDS, ATTEND TO THEIR SETTLEMENT OR OTHER DISPOSITION, DEFEND ALL ACTIONS BASED THEREON WITH COUNSEL SATISFACTORY TO THE CITY ATTORNEY, AND PAY ALL CHARGES OF ATTORNEYS AND ALL OTHER COSTS AND EXPENSES OF ANY KIND ARISING OR RESULTING FROM ANY SAID LIABILITY, DAMAGE, LOSS, CLAIMS, DEMANDS, SUITS, OR ACTIONS. THE INDEMNIFICATION OBLIGATIONS OF DEVELOPER UNDER THIS SECTION SHALL SURVIVE THE EXPIRATION OR EARLIER TERMINATION OF THIS AGREEMENT. 16. Assignment. No assignment of this Agreement by the Developer, or of any right or interest contained herein, is effective unless the Manager of the CCCIC, or the Manager of the City if the CCCIC no longer exist, first gives written consent to such assignment. The performance of this Agreement by the Developer is of the essence of this Agreement, and the Manager’s right to withhold consent to such assignment is within the sole discretion of the Manager on any ground whatsoever. 17. Severability. Each provision of this Agreement is considered to be severable and, if, for any reason, any provision or part of this Agreement is determined to be invalid and contrary to applicable law, such invalidity shall not impair the operation of nor affect those portions of this Agreement that are valid, but this Agreement shall be construed and enforced in all respects as if the invalid or unenforceable provision or part had been omitted. Page 5 of 6 18. Governing Law. Developer agrees to comply with all federal, Texas, and City laws in the performance of this Agreement. The applicable law for any legal disputes arising out of this Agreement is the law of the State of Texas, and such form and venue for such disputes is the appropriate district, county, or justice court in and for Nueces County, Texas. 19. Undocumented Workers. Developer does not and agrees that it will not knowingly employ an y undocumented workers. If, after receiving payments under this Agreement, Developer is convicted of a violation under 8 U.S.C. Section 1324a(f), Developer shall repay the payments received under this Agreement, including the cost of property acquisition, to the C CCIC, with interest at the Wall Street Journal Prime Rate, not later than the 120th day after the date Developer has been notified of the violation. 20. Entire Agreement. This Agreement constitutes the entire agreement between the parties concerning the subject matter of this Agreement and supersedes all prior negotiations, arrangements, agreements and understandings, either oral or written, between the parties . [Signature Page Follows] Page 6 of 6 CORPUS CHRISTI COMMUNITY IMPROVE- COMMUNITY DEVELOPMENT CORPORATION OF MENT CORPORATION BROWNSVILLE, DBA COME DREAM. COME BUILD. Peter Zanoni Nick Mitchell-Bennett Manager Executive Director Date: Date: ATTEST: Rebecca Huerta City Secretary Date: APPROVED AS TO FORM: Assistant City Attorney Exhibit A - Scope of Work 1.1. General Requirements The Developer shall develop affordable housing for citizens of Corpus Christi, Texas. For the purpose of this project, affordable housing is defined as meeting the income eligibility requirements per household size as defined by the U.S. Department of Housing and Urban Development. The timeline for completion of the units is two years post plat. The location is 4017 Capitol Drive, Corpus Christi, Texas 78413. This location is currently a decommissioned City Park. Please see Attachment A-1 for a site map. 1.2. City Objectives The City of Corpus Christi supports diverse populations and does not discriminate in housing based on race, color, religion, sex, national origin, physical or mental handicaps, or family status. The City of Corpus Christi desires to facilitate construction of affordable housing development that will: 1.Provide a mix of units housing units;2.Provide a general project concept;3.Be attractive and compatible with the character of the neighborhood andlarger community, both aesthetically and functionally;4.Utilize environmentally-friendly and sustainable principles in project designand construction;5.Incorporate community input on the proposed development unit mix,affordability and physical design;6.Possibility organize a Home Owners Association (HOA); and7.May be a development for multi-family. 1.3. Scope of Work The scope of work shall include, but will not be limited to: Development Parameters: A.Project Size Development may include up to the maximum allowable number of units consistent with the land use policies, objectives, guidelines and the goals of this RFP. B.Units Size and Tenure All units are expected to be homeownership units. Unit square footage desired is greater than 1100 square feet. Page 1 of 3 C.Affordability Requirements All units shall be affordable to households serving at or below 80% Area Median Income (AMI). Income levels are defined using the income limits published by the U.S. Department of Urban and Housing Development (HUD) for low income households in Nueces County, as published by HUD and located at: https://www.huduser.gov/portal/datasets/il/il2018/201 Ssummary.odn D.Length of Affordability Term The long-term affordability period shall be a minimum of 20 years. E.Green Building and Energy Efficiency Requirements All new construction projects must comply with Energy Star standards set forth by the Environmental Protection Agency. Developments shall incorporate green building techniques including but not limited to the following areas: •Energy efficiency and renewable energy •Sustainable site planning •Safeguarding water quality and water efficiency •Conservation of materials and resources •Indoor environmental quality F.On-Site Amenities Developer shall include resident amenities within the development, consistent with City zoning to improve the quality of life of future residents of the proposed housing development and/or the surrounding neighborhood. 1.4. Warranty of Units Warranty is the Standard Construction warranty. 1.5. Bonds Payment bond, a performance bond, or both will be required if the Developer plats the property and installs the utilities. 1.6. Inspection and management of Construction The inspection and management of the construction of the housing will be done Developer, in conjunction with City of Corpus Christi's Development Services. Page 2 of 3 1.7. Developer Quality Control and SuperintendenceThe Developer shall establish and maintain a complete Quality Control Program that is acceptable to the Contract Administrator to assure that the requirements of the Contr act are provided as specified. The Developer will also provide supervision of the work to insure it complies with the contract requirements. Page 3 of 3 WEBER RD SA R A T O G A B L V D CA P I T O L D R SENATORS DR CO N G R E S S I O N A L D R BR E W T O N D R Attachment A-1 Congress Park - 4017 Capitol Drive Ü 0 360 720180 Feet Date Created: 08/15/2018 Department of Development ServicesWater Wastewater Stormwater Congress Park Utility Easement EXHIBIT B INSURANCE REQUIREMENTS I. CONTRACTOR’S LIABILITY INSURANCE A. Contractor must not commence work under this agreement until all insurance required has been obtained and such insurance has been approved by the City. Contractor must not allow any subcontractor Agency to commence work until all similar insurance required of any subcontractor Agency has been obtained. B. Contractor must furnish to the City’s Risk Manager and Contract Administer one (1) copy of Certificates of Insurance (COI) with applicable policy endorsements showing the following minimum coverage by an insurance company(s) acceptable to the City’s Risk Manager. The City must be listed as an additional insured on the General liability and Auto Liability policies by endorsement, and a waiver of subrogation is required on all applicable policies. Endorsements must be provided with COI. Project name and or number must be listed in Description Box of COI. TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE 30-written day notice of cancellation, required on all certificates or by applicable policy endorsements Bodily Injury and Property Damage Per occurrence - aggregate Commercial General Liability Including: 1.Commercial Broad Form 2.Premises – Operations 3.Products/ Completed Operations 4.Contractual Liability 5.Independent Contractors 6.Personal Injury- Advertising Injury $1,000,000 Per Occurrence AUTO LIABILITY (including) 1.Owned 2.Hired and Non-Owned 3.Rented/Leased $1,000,000 Combined Single Limit WORKERS’ COMPENSATION EMPLOYER’S LIABILITY Statutory $500,000 /$500,000 /$500,000 POLLUTION LIABILITY $1,000,000 Per Occurrence CRIME/EMPLOYEE DISHONESTY Contractor shall name the City of Corpus Christi, Texas as Loss Payee $1,000,000 Per Claims Made C. In the event of accidents of any kind related to this agreement, Contractor must furnish the Risk Manager with copies of all reports of any accidents within 10 days of the accident. II. ADDITIONAL REQUIREMENTS A. Applicable for paid employees, Contractor must obtain workers’ compensation coverage through a licensed insurance company. The coverage must be written on a policy and endorsements approved by the Texas Department of Insurance. The workers’ compensation coverage provided must be in an amount sufficient to assure that all workers’ compensation obligations incurred by the Contractor will be promptly met. B. Contractor shall obtain and maintain in full force and effect for the duration of this Contract, and any extension hereof, at Contractor's sole expense, insurance coverage written on an occurrence basis, by companies authorized and admitted to do business in the State of Texas and with an A.M. Best's rating of no less than A- VII. C. Contractor shall be required to submit a copy of the replacement certificate of insurance to City at the address provided below within 10 days of the requested change. Contractor shall pay any costs incurred resulting from said changes. All notices under this Article shall be given to City at the following address: City of Corpus Christi Attn: Risk Manager P.O. Box 9277 Corpus Christi, TX 78469-9277 D. Contractor agrees that with respect to the above required insurance, all insurance policies are to contain or be endorsed to contain the following required provisions: • List the City and its officers, officials, employees, volunteers, and elected representatives as additional insured by endorsement, as respects operations, completed operation and activities of, or on behalf of, the named insured performed under contract with the City, with the exception of the workers' compensation policy; • Provide for an endorsement that the "other insurance" clause shall not apply to the City of Corpus Christi where the City is an additional insured shown on the policy; • Workers' compensation and employers' liability policies will provide a waiver of subrogation in favor of the City; and • Provide thirty (30) calendar days advance written notice directly to City of any suspension, cancellation, non-renewal or material change in coverage, and not less than ten (10) calendar days advance written notice for nonpayment of premium. E. Within five (5) calendar days of a suspension, cancellation, or non-renewal of coverage, Contractor shall provide a replacement Certificate of Insurance and applicable endorsements to City. City shall have the option to suspend Contractor's performance should there be a lapse in coverage at any time during this contract. Failure to provide and to maintain the required insurance shall constitute a material breach of this contract. F. In addition to any other remedies the City may have upon Contractor's failure to provide and maintain any insurance or policy endorsements to the extent and within the time herein required, the City shall have the right to order Contractor to remove the exhibit hereunder, and/or withhold any payment(s) if any, which become due to Contractor hereunder until Contractor demonstrates compliance with the requirements hereof. G. Nothing herein contained shall be construed as limiting in any way the extent to which Contractor may be held responsible for payments of damages to persons or property resulting from Contractor's or its subcontractor’s performance of the work covered under this agreement. H. It is agreed that Contractor's insurance shall be deemed primary and non-contributory with respect to any insurance or self insurance carried by the City of Corpus Christi for liability arising out of operations under this agreement. I. It is understood and agreed that the insurance required is in addition to and separate from any other obligation contained in this agreement. 2019 Insurance Requirements Ins. Req. Exhibit 4-Q Contracts for General Services – Services Performed Onsite – Pollution - Crime 09/19/2019 Risk Management – Legal Dept. City Council June 23, 2020 Congress Park Affordable Housing Development 1 2 Background •Decommissioned Park and approved by voters: November 4, 2014 •4017 Capitol Drive •1.95 acres lot •Zoned RS6 (single family detached, 6,000 sq. ft. lot minimum •Existing utilities •Wastewater to the south contiguous to subject property along utility easement •Fire hydrant accessibility •Future Land Use indicates RM-1 (multi-family residential) •Abuts existing apartment complex to the south •Near to grocery stores and businesses •RFP –Developer of Affordable Housing (Released October 7, 2019) 3 Aerial •Decommissioned Park approved by voters: 11/04/2014 •1.95 acres lot •Zoned RS6 –single family detached, 6,000 sq. ft. lot minimum 4 Aerial •Existing utilities •Wastewater to the south contiguous to subject property along utility easement •Fire hydrant accessibility 5 South of Subject Property 6 North of Subject Property 7 East of Subject Property 8 West of Subject Property 9 •Provide detailed project concept and scope of work within 60 days of execution •Project must be for affordable housing (create homes for homeownership) •Complete project within two (2) years •Board to provide $154,227 on a reimbursement basis upon percentage of work complete. •Use of property limited for affordable housing for no less than 20 years. •Claw-back if not completed on time or if not limited to affordable housing. Type A Agreement 10 Potential Design 11 Critical Path Forward 12 Secure remaining funding sources: •Corpus Christi Community Improvement Corporation -$150,000 •Corpus Christi Housing Finance Corporation -$470,000 Next Steps 13 Discussion? DATE: June 1, 2020 TO: Peter Zanoni, City Manager FROM: Rudy Bentancourt, Director of Housing and Community Development RudyB@cctexas.com 361-826-3021 CAPTION: Special Board Meeting of the Corpus Christi Community Improvement Corporation regarding a potential owner occupancy affordable housing project at 4017 Capitol Drive. SUMMARY: To provide a Special Board Meeting to approve an agreement between the Corpus Christi Community Improvement Corporation (CCCIC) and the Community Development Corporation of Brownsville, dba come dream. come build. for the development of an affordable housing project at 4017 Capitol Drive. The agreement will detail the scope of work for the project which includes: to provide a detailed project concept and specific scope for the project, including a project schedule to the Corporation within 60 days and complete construction within two years following the approval and recordation of the plat. Also, committing $150,000 in CCCIC funding for the development of the land to assist in the costs of the project. BACKGROUND AND FINDINGS: On March 16, 2020, City staff presented to the Corpus Christi Business and Job Development Corporation (Type A Board) a proposed project which would develop homeownership affordable housing on a City-owned property for potential homeowners at or below 80% area median income. The Type A Board requested an agreement to be brought back to the Board in April 2020. On December 13, 2018, a presentation titled “Modeling Housing Affordability in Corpus Christi, Texas” was made for City stakeholders from the Texas A&M University Real Estate Center. Data from the presentation indicated that of the 89,658 owner-occupied units in Corpus Christi, 13.7% were occupied by low- to moderate-income (below 80% AMI) households with an annual income range of $31,051 to $40,700. In Corpus Christi, the gap continues to widen between the median home price and median family income for affordable homeowners. In Corpus Christi, there is a decline in sales of lowest priced homes ($0-$149,000). However, there continues to be a rise in sales of homes priced $150,000+ which strains housing affordability for lower- to moderate-income households. The decline in the supply of new homes in the lowest price ranges diminishes affordable owner-occupied housing in Corpus Christi. Special Board Meeting of the Corpus Christi Community Improvement Corporation AGENDA MEMORANDUM Action Item for the City Council Meeting June 23, 2020 On October 7, 2019, a Request for Proposal (RFP) was released by the Contracts and Procurement Department seeking a developer of affordable housing. On October 12, 2019, a Pre-Proposal Conference was held and four (4) interested parties attended. On November 11, 2019, the proposals were due to the Contract and Procurement Department. The Community Development Corporation of Brownsville (CDCB) was the sole respondent of the RFP and submitted a proposed concept of the development. This agreement will detail the scope of work for the project which includes: to provide a detailed project concept and specific scope for the project, including a project schedule to the Corporation within 60 days following the effective date and complete the construction of the project within two years following the approval and recordation of the plat. Following the approval of the project concept, specific scope, and design, the Corporation will pay the developer $150,000. The agreement includes a claw-back provision that requires the Developer to refund the City if the project is not completed within the required time period. The City has also identified additional funding sources to support this new affordable housing development. Along with the CCCIC request of $154,227, additional funding includes: Corpus Christi Business and Job Development Corporation (Type A) funding of $154,227 and Corpus Christi Housing Finance Corporation funding of $470,000. It is unlikely all funding will be utilized after a final project concept and scope have been completed. ALTERNATIVES: The Corporation could choose not to approve the agreement. FISCAL IMPACT: Currently, there is $150,000 available in the CCCIC Special Fund Account. This request will earmark this funding for this project. Funding Detail: Fund: 1059 Organization/Activity: N/A Mission Element: 132 – Revitalize and Stabilize Neighborhoods Project # (CIP Only): N/A Account: 530000 – Professional Services RECOMMENDATION: It is the recommendation of staff to approve the agreement LIST OF SUPPORTING DOCUMENTS: Agenda for CCCIC Board Meeting Unapproved September 6, 2019, Board Meeting Minutes Treasurer’s Report Agreement with Community Development Corporation of Brownsville for the Project AGENDA CORPUS CHRISTI COMMUNITY IMPROVEMENT CORPORATION (CCCIC) SPECIAL BOARD MEETING DATE: Tuesday, June 23, 2020 TIME: During the meeting of the City Council beginning at 11:30 a.m. PLACE: City Council Chambers 1201 Leopard Street Corpus Christi, TX 78401 1. Secretary Rebecca Huerta calls the meeting to order. 2. Secretary Rebecca Huerta calls roll. Board of Directors Officers Ben Molina, President Peter Zanoni, General Manager Roland Barrera, Vice President Rebecca Huerta, Secretary Mayor Joe McComb Paul Pierce, Asst. Secretary Rudy Garza Constance P. Sanchez, Treasurer Michael Hunter Alma Casas, Asst. Treasurer Greg Smith Paulette Guajardo Gil Hernandez Everett Roy 3. PUBLIC COMMENT – AUDIENCE AND PRESENTER SOCIAL DISTANCING AND PUBLIC TESTIMONY AND PUBLIC HEARING INPUT AT PUBLIC MEETINGS OF THE CITY COUNCIL. To reduce the chance of COVID-19 transmission, public meetings will be held in a manner intended to separate, to the maximum practical extent, audience and presenters from personal contact with members of Community, City Staff, and City Council. This meeting will broadcast at cc.texas.com/service/councilmeeting-agendas-minutes-video. Public testimony and public hearing input for Public Comment and all items on the agenda at public meetings of the city Council should be provided in writing format and presented to the City Secretary and/or designee no later than five minutes after the start of each meeting of the City Council. Testimony and/or public input shall be in accordance with the City Secretary’s instructions, which shall be posted on the City Secretary’s door and on the City website, and allow for electronic submission. The written public testimony shall be provided to members of City Council prior to voting on measures for that meeting. Written testimony shall be limited in accordance with the City Secretary requirements and shall be placed into record for each meeting. This testimony shall serve as the required public testimony pursuant to the Texas Government Code 551.007 and shall constitute a public hearing for purposes of any public hearing requirement under law. The meeting may be held telephonically or via videoconference. The public may participate remotely by following the instructions of the City Secretary at cctexas.com/departments/city- secretary. 4. Approval of the minutes of September 6, 2019 5. Financial Statement 6. Motion approving an incentive agreement in the amount of $150,000 between the Corpus Christi Community Improvement Corporation and the Community Development Corporation of Brownsville, dba come dream. come build, regarding a potential owner occupancy affordable housing project at 4017 Capitol Drive. 7. Adjournment MINUTES CORPUS CHRISTI COMMUNITY IMPROVEMENT CORPORATION (CCCIC) ANNUAL MEETING September 6, 2019 1:02 P.M. PRESENT Board of Directors Officers Vacant, President Vacant, General Manager Vacant, Vice-President Rebecca Huerta, Secretary Mayor Joe McComb Paul Pierce, Asst. Secretary Rudy Garza Constance P. Sanchez, Treasurer Michael Hunter Alma Casas, Asst. Treasurer Greg Smith Paulette Guajardo Ben Molina Vacant Secretary Rebecca Huerta called the meeting to order in the Council Chambers of City Hall at 1:02 p.m. Secretary Huerta verified that a quorum was present to conduct the meeting and notice of the meeting had been posted. Secretary Huerta moved to Item 3 and called for the appointments of Mayor Joe McComb and Council Members Rudy Garza, Michael Hunter, Greg Smith, Paulette Guajardo and Ben Molina; and the new appointments of Roland Barrera, Everett Roy and Gil Hernandez to the CCCIC Board. Board Member Barrera made a motion to approve the motion, seconded by Board Member Hunter, and passed unanimously. Secretary Huerta moved to Item 4 and called for the Election of Officers. A motion was made by Board Member Barrera to appoint Ben Molina as President, seconded by Board Member Smith, and passed unanimously. A motion was made by Board Member Ben Molina to appoint Roland Barrera as Vice-President, seconded by Board Member Hunter, and passed unanimously. President Molina moved to Item 5 and called for public comment. There were no comments from the public. President Molina moved to Item 6 and called for approval of the minutes of the September 12, 2017 meeting. Board Member Garza made a motion to approve the minutes as presented, seconded by Board Member Hunter, and passed unanimously. President Molina moved to Item 7 and called for the Financial Statement. Treasurer Constance Sanchez referred to the Financial Statement ten months ended July 31, 2019; beginning fund balance of $10,604,680, net change for the period of $247,703 and ending fund balance of $10,356,977. Treasurer Sanchez referred to the Balance Sheet and Income Statement for the same time period. Board Members, Treasurer Sanchez, and Director of Housing and Community Development Rudy Bentancourt discussed the following topics: why the Corpus Christi Community Improvement Corporation (CCCIC) did not meet in 2018; meets only when projects require the board to make recommendation or to allow the CCCIC to go into a loan agreement; last year’s project did not require HOME Program funds; potential use of fund balance for affordable housing; funds are from U.S. Department of Housing and Urban Development (HUD) and committed for projects already approved; revolving loans and keeping activity levels consistent with previous years; funds may decrease but not the assistance provided to the citizens; mortgages; loan process; and feasibility of continuing the corporation since the City accounts for the funds of programs/grants. President Molina moved to Item 8. Director Bentancourt stated that the purpose of this item is to approve a loan commitment of $350,000 for the Casa de Manana Apartments located at 4702 Old Brownsville Rd., which will involve the complete reconstruction of 99 apartments serving senior citizens, low-income families and individuals, loan to be made from funds provided through the U.S. Department of Housing and Urban Development’s HOME Program at 1% interest for a 40-year term with payments amortized over 40 years and paid from available net cash flow, subject to execution of the funding agreements. Board Members, Director Bentancourt, Brad McMurray, Prospera Housing Community Services (HCS) and Ray Lucas, Lucas & Associates discussed the following topics: total amount of capital investment; Corpus Christi properties reconstructed by Prospera HCS, before and after photos of reconstructed properties; would dissolving the corporation affect future projects; and list of board members for Prospera HCS and Terra Genesis (TG110), owner of the subject property. Board Member Barrera made a motion to approve the motion, seconded by Board Member Hunter, and passed unanimously. President Molina referred back to Item 4, Election of Officers, and called for the appointments of Rebecca Huerta as Secretary, Paul Pierce as Assistant Secretary, Constance P. Sanchez as Treasurer, Alma Casas as Assistant Treasurer, and Peter Zanoni as General Manager. A motion was made by Board Member Molina to appoint Rebecca Huerta as Secretary, Paul Pierce as Assistant Secretary, Constance P. Sanchez as Treasurer, Alma Casas as Assistant Treasurer, and Peter Zanoni as General Manager, seconded by Board Member Garza, and passed unanimously. There being no further business to come before the Board, President Molina adjourned the meeting at 1:24 p.m. Loan Program Special Project HOME Program ASSETS Fund Fund Fund Total Cash and investments 737,795$ 153,050$ 1,403,566$ 2,294,411$ Due from U S Government/Other Fund - - - Mortgages receivable, net of allowance 5,297,798 2,114,987 7,412,785 Total assets 6,035,592$ 153,050$ 3,518,553$ 9,707,196$ LIABILITIES AND FUND BALANCE Liabilities: Deposits -$ -$ -$ Total liabilities -$ -$ -$ Fund Balance: Reserved for mortgages 6,035,592$ 153,050$ 3,518,553$ 9,707,196$ Total fund balance 6,035,592$ 153,050$ 3,518,553$ 9,707,196$ Total liabilities and fund balance 6,035,592$ 153,050$ 3,518,553$ 9,707,196$ CITY OF CORPUS CHRISTI CORPUS CHRISTI COMMUNITY IMPROVEMENT CORPORATION COMBINED BALANCE SHEET April 30, 2020 CITY OF CORPUS CHRISTI CORPUS CHRISTI COMMUNITY IMPROVEMENT CORPORATION COMBINED STATEMENT OF REVENUES, EXPENDITURES, AND CHANGES IN FUND BALANCES Loan Program Special Project HOME Program Fund Fund Fund Total Revenues: Contribution from Federal Government -$ -$ 338,202$ 338,202$ Interest on loans 17,158 4,883 22,041 Interest on investments 4,929 706 14,900 20,535 Miscellaneous (8,055) 371 (7,684) Total revenues 14,032$ 706$ 358,355$ 373,093$ Expenditures: Grants -$ -$ 36,872$ 36,872$ Community Development administration 110 87,813 87,923 Loan processing 254,857 24,172 279,029 Total expenditures 254,967$ -$ 148,857$ 403,823$ Excess of revenues over expenditures (240,934)$ 706$ 209,498$ (30,730)$ Excess (Deficit)of revenues and other financing sources over expenditures and other uses (240,934)$ 706$ 209,498$ (30,730)$ Fund balances at September 30, 2019 6,276,527$ 152,344$ 3,309,055$ 9,737,926$ Fund balances at April 30, 2020 6,035,592$ 153,050$ 3,518,553$ 9,707,196$ - - - - April 30, 2020 Page 1 of 6 AGREEMENT BETWEEN CORPUS CHRISTI COMMUNITY IMPROVEMENT CORPORATION AND COMMUNITY DEVELOPMENT CORPORATION OF BROWNSVILLE, DBA COME DREAM. COME BUILD. This Agreement for the Type A Affordable Housing Program – 4017 Capitol Drive Redevelopment (“Agreement”) is entered into between the Corpus Christi Community Improvement Corporation (“CCCIC”) and the Community Development Corporation of Brownsville, dba come dream. come build. (the “Developer”). WHEREAS, the CCCIC, formerly known as the Corpus Christi Housing Improvement Corporation, was organized as an instrument of the City of Corpus Christi to benefit the citizens by promoting and facilitating programs permissible under the federal Community Development Block Grant Program, the federal HOME Program and the Texas Community Development Act of 1975; WHEREAS, the Board of the CCCIC has expressed interest in funding affordable housing projects in the City of Corpus Christi; WHEREAS, the City and the Corpus Christi Business & Job Development Corporation (“CCBJDC”) worked together to create Request for Proposals (“RFP”) No. 2354 seeking the services of a developer to create affordable housing units on a decommissioned City park located at 4017 Capitol Drive (“Project”). WHEREAS, the Board has determined that it is in the best interests of the residents of the City that the Developer be awarded CCCIC affordable housing funds not to exceed $150,000 by execution of this Agreement, to accomplish the affordable housing project described in the Scope of Work, which is attached hereto as Exhibit A and incorporated herein by reference as if laid out here in its entirety and the Developer’s Proposal response to RFP No. 2354, which is incorporated hereto by reference as if laid out here in its entirety; In consideration of the covenants, promises, and conditions stated in this Agreement, the CCCIC and Developer agree as follows: 1. Agreement to Provide Affordable Housing Services. This Agreement between the CCCIC and the Developer is executed to implement the promotion and development of the Project. In performance of the Agreement, Developer will: a. Provide a detailed project concept and specific scope for the Project , including a project schedule to CCCIC, CCBJDC and the City within 60 days following the Effective Date. The City Manager for the City, or his designee, as an agent of the CCCIC, must approve the project concept prior to the start of any work, including preparation of the property. The Project must be an affordable housing project, as described by 42 U.S.C. Section 12745, and must create homes for homeownership by qualified individuals. b. Complete construction of the project within two years following the approval and recordation of the plat with the City. Developer will comply with all laws, rules, and ordinances in the construction of the Project and will obtain all required permits. c. Restrict the use of all units constructed as part of the Project to affordable housing, as described by 42 U.S.C. Section 12745, for a period of 20 years (the “Affordability Period”). Page 2 of 6 2. Compensation. In exchange for the services needed to develop the Project, the C CCIC will provide the following compensation to the Developer: a. Following the approval of the project concept, specific scope, and design, and a request from the Developer, the CCCIC will pay the Developer the amount not to exceed $150,000. Payments will be made within 30 days of confirmation by City staff that the requisite work has been properly completed. b. If the Developer fails to construct the Project within two years following the recordation of the plat with the City, the Developer will, within 90 days following that end of that two year period, reimburse to the CCCIC (or the City if the CCCIC no longer exists at that time) all funds paid to the Developer in accordance with this Agreement. 3. City Council Approval. This Agreement is subject to the approval of the City Council and shall not be effective unless approved by City Council. 4. Property Sale Limited to Affordable Housing. During the term of this Agreement and the Affordability Period, Developer may only sell the property or the Project to qualified individuals for use as affordable housing. If, during the term of this Agreement or the Affordability Period, the Developer sells or transfers the property or any units constructed thereon without the restriction that such property be restricted to qualif ying individuals for use as affordable housing, the Developer shall, within 90 days following the transfer or sale, reimburse to CCCIC (or the City if the CCCIC no longer exists at that time) all funds paid to the Developer in accordance with this Agreement. 5. Effective Date. The effective date of this Agreement is the date on which the City Council grants approval to the Corporation for this Project, so long as all parties have executed this Agreement. 6. Term. The term of this is for four years beginning on the Effective Date. The term may be extended by mutual agreement in writing if additional time is needed to complete the Project. 7. Termination. CCCIC may terminate this Agreement 30 days' written notice of Developer’s failure to comply with any terms of the Agreement. 8. Amendments or Modifications. No amendments or modifications to this Agreement or to the Project may be made, nor any provision waived, unless the amendment or modification is made in writing and signed by persons duly authorized to sign agreements on behalf of all parties. 9. Notices. Any required written notices shall be sent, certified mail, return receipt requested, addressed as follows: If to CCCIC: c/o Housing & Community Development 1201 Leopard Street Corpus Christi, Texas 78401 With a copy to: Page 3 of 6 City of Corpus Christi Attn.: City Attorney P.O. Box 9277 Corpus Christi, Texas 78469-9277 If to Developer: Community Development Corporation of Brownsville, dba come dream. come build. Attn.: Nick Mitchell-Bennett 901 E. Levee St. Brownsville, Texas 78520 Notice is effective upon deposit in the United States mail in the manner provided above. 10. Relationship of Parties. In performing this Agreement, the CCCIC and the Developer shall act in an individual capacity, and not as agents, representatives, employees, employers, partner s, joint-venturers, or associates of one another. The employees or agents of either party may not be, nor be construed to be, the employees or agents of the other party for any purpose. 11. Insurance; Bonds. a. Before performance can begin under this Agreement, the Developer must deliver a certificate of insurance (“COI”), as proof of the required insurance coverages, to the City’s Risk Manager and the Contracts and Procurement Department. Additionally, the COI must state that the City or the CCCIC will be given at least 30 days’ advance written notice of cancellation, material change in coverage, or intent not to renew any of the policies. The City and the CCCIC must be named as additional insureds. The City Attorney must be given copies of all insurance policies within 10 days of the City’s written request. Insurance requirements are as stated in Exhibit B, the content of which is incorporated by reference into this Agreement as if fully set out here in its entirety. b. In the event that a payment bond, a performance bond, or both, are required of the Developer to be provided to the City under this Agreement before performance can commence, the terms, conditions, and amounts required in the bonds and appropriate surety information are as included in the RFP or as may be added to Exhibit B, and such content is incorporated here in this Agreement by reference as if each bond’s terms, conditions, and amounts were fully set out here in its entirety. 12. Non-Appropriation. The continuation of this Agreement after the close of any fiscal year of the City and CCCIC, which fiscal year ends on September 30th annually, is subject to appropriations and budget approval specifically covering this Agreement as an expenditure in said budg et, and it is within the sole discretion of the City’s City Council and the CCCIC’s Board to determine whether or not to fund this Agreement. The CCCIC does not represent that this budget item will be adopted, as said determination is within the City Council's sole discretion when adopting each budget. 13. Waiver. No waiver by either party of any breach of any term or condition of this Agreement waives any subsequent breach of the same. Page 4 of 6 14. Taxes. The Developer covenants to pay payroll taxes, Medicare taxes, FICA taxes, unemployment taxes and all other applicable taxes. Upon request, the Corporation shall be provided proof of payment of these taxes within 15 days of such request. 15. DEVELOPER SHALL FULLY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY, the CCCIC, THE CORPUS CHRISTI BUSINESS AND JOB DEVELOPMENT CORPORATION, AND THEIR RESPECTIVE OFFICERS, EMPLOYEES AND AGENTS (“INDEMNITEES”) FROM AND AGAINST ANY AND ALL LIABILITY, LOSS, CLAIMS, DEMANDS, SUITS, AND CAUSES OF ACTION OF WHATEVER NATURE, CHARACTER, OR DESCRIPTION ON ACCOUNT OF PERSONAL INJURIES, PROPERTY LOSS, OR DAMAGE, OR ANY OTHER KIND OF INJURY, LOSS, OR DAMAGE, INCLUDING ALL EXPENSES OF LITIGATION, COURT COSTS, ATTORNEYS’ FEES AND EXPERT WITNESS FEES, WHICH ARISE OR ARE CLAIMED TO ARISE OUT OF OR IN CONNECTION WITH A BREACH OF THIS AGREEMENT OR THE PERFORMANCE OF THIS AGREEMENT BY THE DEVELOPER OR RESULTS FROM THE NEGLIGENT ACT, OMISSION, MISCONDUCT, OR FAULT OF THE DEVELOPER OR ITS EMPLOYEES, CONTRACTORS, OR AGENTS. DEVELOPER MUST, AT ITS OWN EXPENSE, INVESTIGATE ALL CLAIMS AND DEMANDS, ATTEND TO THEIR SETTLEMENT OR OTHER DISPOSITION, DEFEND ALL ACTIONS BASED THEREON WITH COUNSEL SATISFACTORY TO THE CITY ATTORNEY, AND PAY ALL CHARGES OF ATTORNEYS AND ALL OTHER COSTS AND EXPENSES OF ANY KIND ARISING OR RESULTING FROM ANY SAID LIABILITY, DAMAGE, LOSS, CLAIMS, DEMANDS, SUITS, OR ACTIONS. THE INDEMNIFICATION OBLIGATIONS OF DEVELOPER UNDER THIS SECTION SHALL SURVIVE THE EXPIRATION OR EARLIER TERMINATION OF THIS AGREEMENT. 16. Assignment. No assignment of this Agreement by the Developer, or of any right or interest contained herein, is effective unless the Manager of the CCCIC, or the Manager of the City if the CCCIC no longer exist, first gives written consent to such assignment. The performance of this Agreement by the Developer is of the essence of this Agreement, and the Manager’s right to withhold consent to such assignment is within the sole discretion of the Manager on any ground whatsoever. 17. Severability. Each provision of this Agreement is considered to be severable and, if, for any reason, any provision or part of this Agreement is determined to be invalid and contrary to applicable law, such invalidity shall not impair the operation of nor affect those portions of this Agreement that are valid, but this Agreement shall be construed and enforced in all respects as if the invalid or unenforceable provision or part had been omitted. Page 5 of 6 18. Governing Law. Developer agrees to comply with all federal, Texas, and City laws in the performance of this Agreement. The applicable law for any legal disputes arising out of this Agreement is the law of the State of Texas, and such form and venue for such disputes is the appropriate district, county, or justice court in and for Nueces County, Texas. 19. Undocumented Workers. Developer does not and agrees that it will not knowingly employ an y undocumented workers. If, after receiving payments under this Agreement, Developer is convicted of a violation under 8 U.S.C. Section 1324a(f), Developer shall repay the payments received under this Agreement, including the cost of property acquisition, to the C CCIC, with interest at the Wall Street Journal Prime Rate, not later than the 120th day after the date Developer has been notified of the violation. 20. Entire Agreement. This Agreement constitutes the entire agreement between the parties concerning the subject matter of this Agreement and supersedes all prior negotiations, arrangements, agreements and understandings, either oral or written, between the parties . [Signature Page Follows] Page 6 of 6 CORPUS CHRISTI COMMUNITY IMPROVE- COMMUNITY DEVELOPMENT CORPORATION OF MENT CORPORATION BROWNSVILLE, DBA COME DREAM. COME BUILD. Peter Zanoni Nick Mitchell-Bennett Manager Executive Director Date: Date: ATTEST: Rebecca Huerta City Secretary Date: APPROVED AS TO FORM: Assistant City Attorney Exhibit A - Scope of Work 1.1. General Requirements The Developer shall develop affordable housing for citizens of Corpus Christi, Texas. For the purpose of this project, affordable housing is defined as meeting the income eligibility requirements per household size as defined by the U.S. Department of Housing and Urban Development. The timeline for completion of the units is two years post plat. The location is 4017 Capitol Drive, Corpus Christi, Texas 78413. This location is currently a decommissioned City Park. Please see Attachment A-1 for a site map. 1.2. City Objectives The City of Corpus Christi supports diverse populations and does not discriminate in housing based on race, color, religion, sex, national origin, physical or mental handicaps, or family status. The City of Corpus Christi desires to facilitate construction of affordable housing development that will: 1.Provide a mix of units housing units;2.Provide a general project concept;3.Be attractive and compatible with the character of the neighborhood andlarger community, both aesthetically and functionally;4.Utilize environmentally-friendly and sustainable principles in project designand construction;5.Incorporate community input on the proposed development unit mix,affordability and physical design;6.Possibility organize a Home Owners Association (HOA); and7.May be a development for multi-family. 1.3. Scope of Work The scope of work shall include, but will not be limited to: Development Parameters: A.Project Size Development may include up to the maximum allowable number of units consistent with the land use policies, objectives, guidelines and the goals of this RFP. B.Units Size and Tenure All units are expected to be homeownership units. Unit square footage desired is greater than 1100 square feet. Page 1 of 3 C.Affordability Requirements All units shall be affordable to households serving at or below 80% Area Median Income (AMI). Income levels are defined using the income limits published by the U.S. Department of Urban and Housing Development (HUD) for low income households in Nueces County, as published by HUD and located at: https://www.huduser.gov/portal/datasets/il/il2018/201 Ssummary.odn D.Length of Affordability Term The long-term affordability period shall be a minimum of 20 years. E.Green Building and Energy Efficiency Requirements All new construction projects must comply with Energy Star standards set forth by the Environmental Protection Agency. Developments shall incorporate green building techniques including but not limited to the following areas: •Energy efficiency and renewable energy •Sustainable site planning •Safeguarding water quality and water efficiency •Conservation of materials and resources •Indoor environmental quality F.On-Site Amenities Developer shall include resident amenities within the development, consistent with City zoning to improve the quality of life of future residents of the proposed housing development and/or the surrounding neighborhood. 1.4. Warranty of Units Warranty is the Standard Construction warranty. 1.5. Bonds Payment bond, a performance bond, or both will be required if the Developer plats the property and installs the utilities. 1.6. Inspection and management of Construction The inspection and management of the construction of the housing will be done Developer, in conjunction with City of Corpus Christi's Development Services. Page 2 of 3 1.7. Developer Quality Control and SuperintendenceThe Developer shall establish and maintain a complete Quality Control Program that is acceptable to the Contract Administrator to assure that the requirements of the Contr act are provided as specified. The Developer will also provide supervision of the work to insure it complies with the contract requirements. Page 3 of 3 WEBER RD SA R A T O G A B L V D CA P I T O L D R SENATORS DR CO N G R E S S I O N A L D R BR E W T O N D R Attachment A-1 Congress Park - 4017 Capitol Drive Ü 0 360 720180 Feet Date Created: 08/15/2018 Department of Development ServicesWater Wastewater Stormwater Congress Park Utility Easement EXHIBIT B INSURANCE REQUIREMENTS I. CONTRACTOR’S LIABILITY INSURANCE A. Contractor must not commence work under this agreement until all insurance required has been obtained and such insurance has been approved by the City. Contractor must not allow any subcontractor Agency to commence work until all similar insurance required of any subcontractor Agency has been obtained. B. Contractor must furnish to the City’s Risk Manager and Contract Administer one (1) copy of Certificates of Insurance (COI) with applicable policy endorsements showing the following minimum coverage by an insurance company(s) acceptable to the City’s Risk Manager. The City must be listed as an additional insured on the General liability and Auto Liability policies by endorsement, and a waiver of subrogation is required on all applicable policies. Endorsements must be provided with COI. Project name and or number must be listed in Description Box of COI. TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE 30-written day notice of cancellation, required on all certificates or by applicable policy endorsements Bodily Injury and Property Damage Per occurrence - aggregate Commercial General Liability Including: 1.Commercial Broad Form 2.Premises – Operations 3.Products/ Completed Operations 4.Contractual Liability 5.Independent Contractors 6.Personal Injury- Advertising Injury $1,000,000 Per Occurrence AUTO LIABILITY (including) 1.Owned 2.Hired and Non-Owned 3.Rented/Leased $1,000,000 Combined Single Limit WORKERS’ COMPENSATION EMPLOYER’S LIABILITY Statutory $500,000 /$500,000 /$500,000 POLLUTION LIABILITY $1,000,000 Per Occurrence CRIME/EMPLOYEE DISHONESTY Contractor shall name the City of Corpus Christi, Texas as Loss Payee $1,000,000 Per Claims Made C. In the event of accidents of any kind related to this agreement, Contractor must furnish the Risk Manager with copies of all reports of any accidents within 10 days of the accident. II. ADDITIONAL REQUIREMENTS A. Applicable for paid employees, Contractor must obtain workers’ compensation coverage through a licensed insurance company. The coverage must be written on a policy and endorsements approved by the Texas Department of Insurance. The workers’ compensation coverage provided must be in an amount sufficient to assure that all workers’ compensation obligations incurred by the Contractor will be promptly met. B. Contractor shall obtain and maintain in full force and effect for the duration of this Contract, and any extension hereof, at Contractor's sole expense, insurance coverage written on an occurrence basis, by companies authorized and admitted to do business in the State of Texas and with an A.M. Best's rating of no less than A- VII. C. Contractor shall be required to submit a copy of the replacement certificate of insurance to City at the address provided below within 10 days of the requested change. Contractor shall pay any costs incurred resulting from said changes. All notices under this Article shall be given to City at the following address: City of Corpus Christi Attn: Risk Manager P.O. Box 9277 Corpus Christi, TX 78469-9277 D. Contractor agrees that with respect to the above required insurance, all insurance policies are to contain or be endorsed to contain the following required provisions: • List the City and its officers, officials, employees, volunteers, and elected representatives as additional insured by endorsement, as respects operations, completed operation and activities of, or on behalf of, the named insured performed under contract with the City, with the exception of the workers' compensation policy; • Provide for an endorsement that the "other insurance" clause shall not apply to the City of Corpus Christi where the City is an additional insured shown on the policy; • Workers' compensation and employers' liability policies will provide a waiver of subrogation in favor of the City; and • Provide thirty (30) calendar days advance written notice directly to City of any suspension, cancellation, non-renewal or material change in coverage, and not less than ten (10) calendar days advance written notice for nonpayment of premium. E. Within five (5) calendar days of a suspension, cancellation, or non-renewal of coverage, Contractor shall provide a replacement Certificate of Insurance and applicable endorsements to City. City shall have the option to suspend Contractor's performance should there be a lapse in coverage at any time during this contract. Failure to provide and to maintain the required insurance shall constitute a material breach of this contract. F. In addition to any other remedies the City may have upon Contractor's failure to provide and maintain any insurance or policy endorsements to the extent and within the time herein required, the City shall have the right to order Contractor to remove the exhibit hereunder, and/or withhold any payment(s) if any, which become due to Contractor hereunder until Contractor demonstrates compliance with the requirements hereof. G. Nothing herein contained shall be construed as limiting in any way the extent to which Contractor may be held responsible for payments of damages to persons or property resulting from Contractor's or its subcontractor’s performance of the work covered under this agreement. H. It is agreed that Contractor's insurance shall be deemed primary and non-contributory with respect to any insurance or self insurance carried by the City of Corpus Christi for liability arising out of operations under this agreement. I. It is understood and agreed that the insurance required is in addition to and separate from any other obligation contained in this agreement. 2019 Insurance Requirements Ins. Req. Exhibit 4-Q Contracts for General Services – Services Performed Onsite – Pollution - Crime 09/19/2019 Risk Management – Legal Dept. DATE: June 1, 2020 TO: Peter Zanoni, City Manager FROM: Rudy Bentancourt, Director of Housing and Community Development RudyB@cctexas.com 361-826-3021 CAPTION: Special Board Meeting of the Corpus Christi Housing Finance Corporation regarding a potential owner occupancy affordable housing project at 4017 Captiol Drive and other matters. SUMMARY: The purpose is to consider: (1) approval of an Agreement with Community Development Corporation of Brownsville dba come dream. come build. to provide up to $470,000 in funding for the 4017 Capitol Drive Project, and (2) approving the plans for redevelopment of the Ward Building and granting an extension of one year to close the construction financing for the redevelopment due to financing delays caused by COVID-19. BACKGROUND AND FINDINGS: On March 16, 2020, City staff presented to the Corpus Christi Business and Job Development Corporation (Type A Board) a proposed project which would develop homeownership affordable housing on a City-owned property for potential homeowners at or below 80% area median income. The Type A Board requested an agreement to be brought back to the Board in April 2020. On December 13, 2018, a presentation titled “Modeling Housing Affordability in Corpus Christi, Texas” was made for City stakeholders from the Texas A&M University Real Estate Center. Data from the presentation indicated that of the 89,658 owner-occupied units in Corpus Christi, 13.7% were occupied by low- to moderate-income (below 80% AMI) households with an annual income range of $31,051 to $40,700. In Corpus Christi, the gap continues to widen between the median home price and median family income for affordable homeowners. In Corpus Christi, there is a decline in sales of lowest priced homes ($0-$149,000). However, there continues to be a rise in sales of homes priced $150,000+ which strains housing affordability for lower- to moderate-income households. The decline in the supply of new homes in the lowest price ranges diminishes affordable owner-occupied housing in Corpus Christi. On October 7, 2019, a Request for Proposal (RFP) was released by the Contracts and Procurement Department seeking a developer of affordable housing. On October 12, 2019, a Pre-Proposal Conference was held and four (4) interested parties attended. On November 11, Special Board Meeting of the Corpus Christi Housing Finance Corporation AGENDA MEMORANDUM Action Item for the City Council Meeting June 23, 2020 2019, the proposals were due to the Contract and Procurement Department. The Community Development Corporation of Brownsville (CDCB) was the sole respondent of the RFP and submitted a proposed concept of the development. This agreement will detail the scope of work for the project which includes: to provide a detailed project concept and specific scope for the project, including a project schedule to the Corporation within 60 days following the effective date and complete the construction of the project within two years following the approval and recordation of the plat. Following the approval of the project concept, specific scope, and design, the Corporation will pay the developer $470,000. The agreement includes a claw-back provision that requires the Developer to refund the City if the project is not completed within the required time period. The City has also identified additional funding sources to support this new affordable housing development. Along with the CCHFC request of $470,000, additional funding includes: Corpus Christi Business and Job Development Corporation (Type A) funding of $154,227 and Corpus Christi Community Improvement Corporation funding of $150,000. It is unlikely all funding will be utilized after a final project concept and scope have been completed. Ward Building Project On August 29, 2018, the CCHFC sold the historic Ward Building located at N. Chaparral and Peoples Street to William Hoover for the sum of $150,000 on the condition that within two years the developer would submit to the CCHFC for approval plans for the redevelopment of the building and obtain a construction loan for the redevelopment. Plans have been finalized for the development of 10,000 square feet of commercial space, 14 art studios and 8 multi-family units in the restored building which consists of a ground floor, mezzanine, and two additional floors. The construction plans have been completed and nomination packages have been filed with the Texas Historical Commission and the US Department of the Interior for approval to be placed on the National Register of Historic Places. A commitment for construction financing had been obtained and plans were to begin construction this summer, but the lender has placed a hold on the loan until markets stabilize due to the uncertainties created by the COVID-19 pandemic. Nationally, rental properties are facing many challenges, and commercial and multi-family projects currently financed are requiring loan modifications in order to remain viable. The developer is requesting approval of the plans for redevelopment in order to satisfy the first part of the obligation under the 2018 conveyance but needs an additional year in order to finalize the construction financing. ALTERNATIVES: The Corporation could choose not to approve either the Capitol Drive Project or the redevelopment of the Ward Building. FISCAL IMPACT: Currently, there is $470,000 available in the appropriable fund balance of the CCHFC for the Capitol Drive Project, and the request will earmark this funding for this project. No funding is required from the CCHFC in connection with the Ward Building. Funding Detail: Fund: 9030 – CC Housing Finance Corporation(appropriable fund balance) Organization/Activity: 15000 – Affordable Housing Mission Element: 132 – Revitalize and Stabilize Neighborhoods Project # (CIP Only): N/A Account: 530000 – Professional Services RECOMMENDATION: It is the recommendation of staff to approve the agreement for the Capitol Drive Project and the plans for redevelopment of the Ward Building and extension for closing the construction loan. LIST OF SUPPORTING DOCUMENTS: Agenda for CCHFC Board Meeting Unapproved October 1, 2019, Board Meeting Minutes Treasurer’s Report Agreement with Community Development Corporation of Brownsville for the Project Plans for Redevelopment of the Ward Building AGENDA CORPUS CHRISTI HOUSING FINANCE CORPORATION SPECIAL MEETING Date: Tuesday, June 23, 2020 Time: During the meeting of the City Council beginning at 11:30 a.m. Location: City Council Chambers, Corpus Christi City Hall 1201 Leopard Street, Corpus Christi, Texas 78401 1. President Rudy Garza calls meeting to order. 2. Secretary Rebecca Huerta calls roll. Board of Directors Rudy Garza, President Michael T. Hunter, Vice President Roland Barrera Paulette Guajardo Gil Hernandez Joe A. McComb Ben Molina Everett Roy Greg Smith Officers Peter Zanoni, General Manager Samuel “Keith” Selman, Asst. General Manager Rebecca Huerta, Secretary Paul Pierce, Asst. Secretary Constance P. Sanchez, Treasurer Alma Casas, Asst. Treasurer 3 PUBLIC COMMENT – AUDIENCE AND PRESENTER SOCIAL DISTANCING AND PUBLIC TESTIMONY AND PUBLIC HEARING INPUT AT PUBLIC MEETINGS OF THE CITY COUNCIL. To reduce the chance of COVID-19 transmission, public meetings will be held in a manner intended to separate, to the maximum practical extent, audience and presenters from personal contact with members of Community, City Staff, and City Council. This meeting will broadcast at cc.texas.com/service/councilmeeting-agendas-minutes- video. Public testimony and public hearing input for Public Comment and all items on the agenda at public meetings of the city Council should be provided in writing format and presented to the City Secretary and/or designee no later than five minutes after the st art of each meeting of the City Council. Testimony and/or public input shall be in accordance with the City Secretary’s instructions, which shall be posted on the City Secretary’s door and on the City website, and allow for electronic submission. The written public testimony shall be provided to members of City Council prior to voting on measures for that meeting. Written testimony shall be limited in accordance with the City Secretary requirements and shall be placed into record for each meeting. This testimony shall serve as the required public testimony pursuant to the Texas Government Code 551.007 and shall constitute a public hearing for purposes of any public hearing requirement under law. The meeting may be held telephonically or via videoconference. The public may participate remotely by following the instructions of the City Secretary at cctexas.com/departments/city-secretary. . 4. Approve minutes of October 1, 2019, board meeting. 5. Treasurer’s Report. 6. Motion approving an incentive agreement in the amount of $470,000.00 between the Corpus Christi Housing Finance Corporation and the Community Development Corporation of Brownsville, dba come dream. come build., regarding a potential owner occupancy affordable housing project at 4017 Capitol Drive. 7. Motion to approve the plans for redevelopment of the Ward Building to include 10,000 square feet of commercial space, 14 art studios and 8 multi-family units and grant an extension of one year to close the construction financing for the redevelopment due to financing delays caused by COVID-19. 8. Adjournment MINUTES CORPUS CHRISTI HOUSING FINANCE CORPORATION ANNUAL MEETING October 1, 2019 3:24 p.m. PRESENT ABSENT Board of Directors Board of Directors Officers Rudy Garza, President Everett Roy Peter Zanoni, General Manager Michael T. Hunter, VP Samuel “Keith” Selman, Asst. Gen, Mgr. Roland Barrera Rebecca Huerta, Secretary Paulette Guajardo Paul Pierce, Asst. Secretary Gil Hernandez Alma Casas, Treasurer Joe McComb Judy Villalon, Asst. Treasurer Ben Molina Greg Smith President Garza called the meeting to order in the Council Chambers of City Hall at 3:24 p.m. Secretary Huerta verified that a quorum of the Board was present to conduct the meeting and that notice of the meeting had been posted. President Garza referred to Item 3 and called for public comment. There were no comments from the public. President Garza referred to Item 4 and called for approval of the minutes of the August 21, 2018 meeting. Board Member Hunter made a motion to approve the minutes as presented, seconded by Board Member Molina, and passed unanimously (Board Member Roy – absent). President Garza referred to Item 5. Treasurer Constance Sanchez presented the Treasurer’s Report ending June 30, 2019. There were no questions. President Garza referred to Item 6, Election of Officers. Board Member Molina made a motion to elect Peter Zanoni, General Manager; Samuel “Keith” Selman, Assistant General Manager; Rebecca Huerta, Secretary; Paul Pierce, Assistant Secretary; Alma Casas, Treasurer; and Judy Villalon, Assistant Treasurer, seconded by Board Member Hunter, and passed unanimously (Board Member Roy – absent). Board Member Smith made a motion to re-elect Rudy Garza, President, seconded by Board Member Hunter and passed unanimously (Board Member Roy – absent). Board Member Molina made a motion to re-elect Michael T. Hunter, Vice-President, seconded by Board Member Smith and passed unanimously (Board Member Roy – absent). Minutes – CCHFC October 1, 2019 – Page 2 President Garza referred to Item 7. Board Member Molina made a motion to approve Item 7, seconded by Board Member Hunter. The Corpus Christi Housing Finance Corporation’s (Corporation) legal counsel, John Bell, stated that the purpose of this and the next two Items, is to get the books and records in order, establish a formal contract between the Corporation and the City of Corpus Christi to handle the investments and an agreement with TexPool. Mr. Bell stated that the only revenue producing activity of the Corporation, at this time, are the deferred development fees being paid from the Costa Tarragona Apartments. The motion passed unanimously (Board Member Roy – absent). President Garza referred to Item 8. Assistant Treasurer Judy Villalon presented information on the following topics: that the purpose of this Item is to adopt the investment policy and investment strategies for the Corpus Christi Housing Finance Corporation; each governing body of a non-profit corporation may allow for the investment of its funds in investments authorized by the Public Funds Investment Act and in compliance with the investment policy approved by the governing body; and that, on an annual basis, this policy will be brought forward for adoption as required by the Public Funds Investment Act. Board Member Smith made a motion to approve Item 8, seconded by Board Member Molina and passed unanimously (Board Member Roy – absent). President Garza referred to Item 9. Assistant Treasurer Judy Villalon presented information on the following topics: that the purpose of this Item is to authorize participation in the TexPool Investment Pool and designating authorized representatives; under Item 7 on this agenda, an agreement was approved for the City of Corpus Christi to manage the investment of the Corpus Christi Housing Finance Corporation’s (Corporation) funds; and that, the investment policy, approved in Item 8 of this agenda, names the investment officers of the Corporation as the investment officers of the City of Corpus Christi, who are the Director of Finance & Business Analysis, the City Treasurer and the Investment Analyst. Board Member Barrera made a motion to approve Item 9, seconded by Board Member Guajardo and passed unanimously (Board Member Roy – absent). There being no further business to come before the Corpus Christi Housing Finance Corporation, President Garza adjourned the meeting at 3:31 p.m. Assets Cash, cash equivalents & investments 474,976$ Accounts Receivable 302,423 Total assets 777,398$ Liabilities Unearned revenue 302,423$ Fund Balance Restricted 474,976 Total liabilities and fund balances 777,398$ CORPUS CHRISTI HOUSING FINANCE CORPORATION BALANCE SHEET APRIL 30, 2020 Revenues Charges for services 70,112$ Earnings on investments 212 Total revenues 70,323 Expenditures Community Development 1,327 Excess of revenues over expenditures 68,997$ Fund Balance at October 1, 2019 405,979 Fund balance at April 30, 2020 474,976$ CORPUS CHRISTI HOUSING FINANCE CORPORATION STATEMENT OF REVENUES, EXPENDITURES AND CHANGES IN FUND BALANCE FOR THE SEVEN MONTHS ENDED APRIL 30, 2020 Page 1 of 6 AGREEMENT FOR THE 4017 CAPITOL DRIVE PROJECT This Agreement for the 4017 Capitol Drive Redevelopment (“Agreement”) is entered into between the Corpus Christi Housing Finance Corporation (“CCHFC”) and the Community Development Corporation of Brownsville, dba come dream. come build. (the “Developer”). WHEREAS, the CCHFC has been duly created by the City of Corpus Christi and organized pursuant to the provisions of the Texas Housing Finance Corporations Act , Chapter 394 of the Texas Local Government Code, for the purpose of assisting in the provision of housing options for persons of low and moderate income; and WHEREAS, the City of Corpus Christi (the “City”) worked on the creation of Request for Proposals RFP No. 2354 seeking the services of a developer to create affordable housing units on a decommissioned City park located at 4017 Capitol Drive (the “Project”); and WHEREAS, the CCHFC has determined that it is in the best interests of the residents of the City that the Developer be provided funds to accomplish the affordable housing project. In consideration of the covenants, promises, and conditions stated in this Agreement, the CCHFC and the City agree as follows: 1. Agreement to Provide Affordable Housing Services. This Agreement between the CCHFC and the Developer is executed to implement the promotion and development of the Project. In performance of the Agreement, Developer will: (a) Provide a detailed project concept and specific scope for the Project , including a project schedule to the CCHFC and the City within 60 days following the Effective Date. The Assistant General Manager must approve the Project concept prior to the start of any work, including preparation of the property. The Project must be an affordable housing project, as described by 42 U.S.C. Section 12745, and must create homes for homeownership by qualified individuals. (b) Complete construction of the Project within two years following the approval and recordation of the plat. Developer will comply with all laws, rules, and ordinances in the construction of the Project and will obtain all required permits. (c) Restrict the use of any units constructed as part of the Project to affordable housing, as described by 42 U.S.C. Section 12745, for a period of 20 years (the “Affordability Period”). 2. Compensation. In exchange for the services needed to develop the Project, the CCHFC will provide the following compensation to the Developer: (a) Following the approval of the Project concept, specific scope, and design, and a request from the Developer, the CCHFC will pay the Developer the amount of $470,000.00. Payments will be made within 30 days of confirmation by City staff that the requisite work has been properly completed. (b) If the Developer fails to construct the Project within two years following the recordation of the plat, the Developer will, within 90 days following that end of that two year period, reimburse to the CCHFC (or the City if the CCHFC no longer Page 2 of 6 exists at that time) all funds paid to the Developer in accordance with this Agreement. 3. Property Sale Limited to Affordable Housing. During the term of this Agreement and the Affordability Period, Developer may only sell the residence in the Project to qualified individuals for use as affordable housing. If, during the term of this Agreement or the Affordability Period, the Developer sells or transfers the property or any residences constructed thereon without the restriction that such property be restricted to qualifies individuals for use as affordable housing, the Developer shall, within 90 days following the transfer or sale, reimburse to the CCHFC (or the City if the CCHFC no longer exists at that time) all funds paid to the Developer in accordance with this Agreement. 4. Effective Date. The effective date of this Agreement is the date on which the CCHFC’ board directors approves this Project and the Agreement has been executed by the CCHFC. 5. Term. The term of this is for four years beginning on the Effective Date. The term may be extended by mutual agreement in writing if additional time is needed to complete the Project. 6. Termination. CCHFC may terminate this Agreement 30 days' written notice of Developer’s failure to comply with any terms of the Agreement. 7. Amendments or Modifications. No amendments or modifications to this Agreement or to the Project may be made, nor any provision waived, unless the amendment or modification is made in writing and signed by persons duly authorized to sign agreements on behalf of all parties. 8. Notices. Any required written notices shall be sent, certified mail, return receipt requested, addressed as follows: If to CCHFC: Corpus Christi Housing Finance Corporation Attn: President 1201 Leopard Street Corpus Christi, Texas 78401 With a copy to: John D. Bell Wood, Boykin & Wolter, P.C. 615 N. Upper Broadway, Ste. 1100 Corpus Christi, Texas 78401 If to Developer: Page 3 of 6 Community Development Corporation of Brownsville, dba come dream. come build. Attn.: Nick Mitchell-Bennett 901 E. Levee St. Brownsville, Texas 78520 Notice is effective upon deposit in the United States mail in the manner provided above. 9. Relationship of Parties. In performing this Agreement, the CCHFC and the Developer shall act in an individual capacity, and not as agents, representatives, employees, employers, partners, joint-venturers, or associates of one another. The employees or agents of either party may not be, nor be construed to be, the employees or agents of the other party for any purpose. 10. Insurance; Bonds. (a) Before performance can begin under this Agreement, the Developer must deliver a certificate of insurance (“COI”), as proof of the required insurance coverages, to the City’s Risk Manager and the City’s Contracts and Procurement Department. Additionally, the COI must state that the City and the CCHFC will be given at least 30 days’ advance written notice of cancellation, material change in coverage, or intent not to renew any of the policies. The City and the CCHFC must be named as additional insureds. The CCHFC attorney must be given copies of all insurance policies within 10 days of the CCHFC’s written request. Insurance requirements are as stated in Exhibit B, the content of which is incorporated by reference into this Agreement as if fully set out here in its entirety. (b) In the event that a payment bond, a performance bond, or both, are required of the Developer to be provided to the CCHFC under this Agreement before performance can commence, the terms, conditions, and amounts required in the bonds and appropriate surety information are as included in the RFP or as may be added to Exhibit B, and such content is incorporated here in this Agreement by reference as if each bond’s terms, conditions, and amounts were fully set out here in its entirety. 11. Non-Appropriation. The continuation of this Agreement after the close of any fiscal year of the CCHFC, which fiscal year ends on September 30th annually, is subject to appropriations and budget approval specifically covering this Agreement as an expenditure in said budget, and it is within the sole discretion of the CCHFC’s board of directors to determine whether or not to fund this Agreement. 12. Waiver. No waiver by either party of any breach of any term or condition of this Agreement waives any subsequent breach of the same. 13. Taxes. The Developer covenants to pay payroll taxes, Medicare taxes, FICA taxes, unemployment taxes and all other applicable taxes. Upon request, the CCHFC shall be provided proof of payment of these taxes within 15 days of such request. Page 4 of 6 14. THE DEVELOPER SHALL FULLY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CORPUS CHRISTI HOUSING FINANCE CORPORATION, AND ITS OFFICERS, EMPLOYEES AND AGENTS (“INDEMNITEES”) FROM AND AGAINST ANY AND ALL LIABILITY, LOSS, CLAIMS, DEMANDS, SUITS, AND CAUSES OF ACTION OF WHATEVER NATURE, CHARACTER, OR DESCRIPTION ON ACCOUNT OF PERSONAL INJURIES, PROPERTY LOSS, OR DAMAGE, OR ANY OTHER KIND OF INJURY, LOSS, OR DAMAGE, INCLUDING ALL EXPENSES OF LITIGATION, COURT COSTS, ATTORNEYS’ FEES AND EXPERT WITNESS FEES, WHICH ARISE OR ARE CLAIMED TO ARISE OUT OF OR IN CONNECTION WITH A BREACH OF THIS AGREEMENT OR THE PERFORMANCE OF THIS AGREEMENT BY THE DEVELOPER OR RESULTS FROM THE NEGLIGENT ACT, OMISSION, MISCONDUCT, OR FAULT OF THE DEVELOPER OR ITS EMPLOYEES, CONTRACTORS, OR AGENTS. THE DEVELOPER MUST, AT ITS OWN EXPENSE, INVESTIGATE ALL CLAIMS AND DEMANDS, ATTEND TO THEIR SETTLEMENT OR OTHER DISPOSITION, DEFEND ALL ACTIONS BASED THEREON WITH COUNSEL SATISFACTORY TO THE CCHFC, AND PAY ALL CHARGES OF ATTORNEYS AND ALL OTHER COSTS AND EXPENSES OF ANY KIND ARISING OR RESULTING FROM ANY SAID LIABILITY, DAMAGE, LOSS, CLAIMS, DEMANDS, SUITS, OR ACTIONS. THE INDEMNIFICATION OBLIGATIONS OF DEVELOPER UNDER THIS SECTION SHALL SURVIVE THE EXPIRATION OR EARLIER TERMINATION OF THIS AGREEMENT. 15. Assignment. No assignment of this Agreement by the Developer, or of any right or interest contained herein, is effective unless the General Manager of the CCHFC first gives written consent to such assignment. The performance of this Agreement by the Developer is of the essence of this Agreement, and the General Manager’s right to withhold consent to such assignment is within the sole discretion of the General Manager on any ground whatsoever. 16. Severability. Each provision of this Agreement is considered to be severable and, if, for any reason, any provision or part of this Agreement is determined to be invalid and contrary to applicable law, such invalidity shall not impair the operation of nor affect those portions of this Agreement that are valid, but this Agreement shall be construed and enforced in all respects as if the invalid or unenforceable provision or part had been omitted. 17. Governing Law. The Developer agrees to comply with all federal, Texas, and City laws in the performance of this Agreement. The applicable law for any legal disputes arising out of this Agreement is the law of the State of Texas, and such form and venue for such Page 5 of 6 disputes is the appropriate district, county, or justice court in and for Nueces County, Texas. 18. Undocumented Workers. The Developer does not and agrees that it will not knowingly employ any undocumented workers. If, after receiving payments under this Agreement, the Developer is convicted of a violation under 8 U.S.C. Section 1324a(f), the Developer shall repay the payments received under this Agreement, including the cost of property acquisition, to the CCHFC, with interest at the Wall Street Journal Prime Rate, not later than the 120th day after the date the Developer has been notified of the violation. 19. Entire Agreement. This Agreement constitutes the entire agreement between the parties concerning the subject matter of this Agreement and supersedes all prior negotiations, arrangements, agreements and understandings, either oral or written, between the parties. [Signature Page Follows] Page 6 of 6 CORPUS CHRISTI HOUSING FINANCE CORPORATION ___________________________________ Rudy Garza, Jr., President Date: ______________________________ COMMUNITY DEVELOPMENT CORPORATION OF BROWNSVILLE, DBA COME DREAM. COME BUILD. ___________________________________ Nick Mitchell-Bennett, Executive Director Date: ______________________________ F:\2705\43 Capitol\20 CCHFC - Brownsville CDC Agmt 0512-11-15.docx Exhibit A - Scope of Work 1.1. General Requirements The Developer shall develop affordable housing for citizens of Corpus Christi, Texas. For the purpose of this project, affordable housing is defined as meeting the income eligibility requirements per household size as defined by the U.S. Department of Housing and Urban Development. The timeline for completion of the units is two years post plat. The location is 4017 Capitol Drive, Corpus Christi, Texas 78413. This location is currently a decommissioned City Park. Please see Attachment A-1 for a site map. 1.2. City Objectives The City of Corpus Christi supports diverse populations and does not discriminate in housing based on race, color, religion, sex, national origin, physical or mental handicaps, or family status. The City of Corpus Christi desires to facilitate construction of affordable housing development that will: 1.Provide a mix of units housing units;2.Provide a general project concept;3.Be attractive and compatible with the character of the neighborhood andlarger community, both aesthetically and functionally;4.Utilize environmentally-friendly and sustainable principles in project designand construction;5.Incorporate community input on the proposed development unit mix,affordability and physical design;6.Possibility organize a Home Owners Association (HOA); and7.May be a development for multi-family. 1.3. Scope of Work The scope of work shall include, but will not be limited to: Development Parameters: A.Project Size Development may include up to the maximum allowable number of units consistent with the land use policies, objectives, guidelines and the goals of this RFP. B.Units Size and Tenure All units are expected to be homeownership units. Unit square footage desired is greater than 1100 square feet. Page 1 of 3 C.Affordability Requirements All units shall be affordable to households serving at or below 80% Area Median Income (AMI). Income levels are defined using the income limits published by the U.S. Department of Urban and Housing Development (HUD) for low income households in Nueces County, as published by HUD and located at: https://www.huduser.gov/portal/datasets/il/il2018/201 Ssummary.odn D.Length of Affordability Term The long-term affordability period shall be a minimum of 20 years. E.Green Building and Energy Efficiency Requirements All new construction projects must comply with Energy Star standards set forth by the Environmental Protection Agency. Developments shall incorporate green building techniques including but not limited to the following areas: •Energy efficiency and renewable energy •Sustainable site planning •Safeguarding water quality and water efficiency •Conservation of materials and resources •Indoor environmental quality F.On-Site Amenities Developer shall include resident amenities within the development, consistent with City zoning to improve the quality of life of future residents of the proposed housing development and/or the surrounding neighborhood. 1.4. Warranty of Units Warranty is the Standard Construction warranty. 1.5. Bonds Payment bond, a performance bond, or both will be required if the Developer plats the property and installs the utilities. 1.6. Inspection and management of Construction The inspection and management of the construction of the housing will be done Developer, in conjunction with City of Corpus Christi's Development Services. Page 2 of 3 1.7. Developer Quality Control and SuperintendenceThe Developer shall establish and maintain a complete Quality Control Program that is acceptable to the Contract Administrator to assure that the requirements of the Contr act are provided as specified. The Developer will also provide supervision of the work to insure it complies with the contract requirements. Page 3 of 3 WEBER RD SA R A T O G A B L V D CA P I T O L D R SENATORS DR CO N G R E S S I O N A L D R BR E W T O N D R Attachment A-1 Congress Park - 4017 Capitol Drive Ü 0 360 720180 Feet Date Created: 08/15/2018 Department of Development ServicesWater Wastewater Stormwater Congress Park Utility Easement EXHIBIT B INSURANCE REQUIREMENTS I. CONTRACTOR’S LIABILITY INSURANCE A. Contractor must not commence work under this agreement until all insurance required has been obtained and such insurance has been approved by the City. Contractor must not allow any subcontractor Agency to commence work until all similar insurance required of any subcontractor Agency has been obtained. B. Contractor must furnish to the City’s Risk Manager and Contract Administer one (1) copy of Certificates of Insurance (COI) with applicable policy endorsements showing the following minimum coverage by an insurance company(s) acceptable to the City’s Risk Manager. The City must be listed as an additional insured on the General liability and Auto Liability policies by endorsement, and a waiver of subrogation is required on all applicable policies. Endorsements must be provided with COI. Project name and or number must be listed in Description Box of COI. TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE 30-written day notice of cancellation, required on all certificates or by applicable policy endorsements Bodily Injury and Property Damage Per occurrence - aggregate Commercial General Liability Including: 1.Commercial Broad Form 2.Premises – Operations 3.Products/ Completed Operations 4.Contractual Liability 5.Independent Contractors 6.Personal Injury- Advertising Injury $1,000,000 Per Occurrence AUTO LIABILITY (including) 1.Owned 2.Hired and Non-Owned 3.Rented/Leased $1,000,000 Combined Single Limit WORKERS’ COMPENSATION EMPLOYER’S LIABILITY Statutory $500,000 /$500,000 /$500,000 POLLUTION LIABILITY $1,000,000 Per Occurrence CRIME/EMPLOYEE DISHONESTY Contractor shall name the City of Corpus Christi, Texas as Loss Payee $1,000,000 Per Claims Made C. In the event of accidents of any kind related to this agreement, Contractor must furnish the Risk Manager with copies of all reports of any accidents within 10 days of the accident. II. ADDITIONAL REQUIREMENTS A. Applicable for paid employees, Contractor must obtain workers’ compensation coverage through a licensed insurance company. The coverage must be written on a policy and endorsements approved by the Texas Department of Insurance. The workers’ compensation coverage provided must be in an amount sufficient to assure that all workers’ compensation obligations incurred by the Contractor will be promptly met. B. Contractor shall obtain and maintain in full force and effect for the duration of this Contract, and any extension hereof, at Contractor's sole expense, insurance coverage written on an occurrence basis, by companies authorized and admitted to do business in the State of Texas and with an A.M. Best's rating of no less than A- VII. C. Contractor shall be required to submit a copy of the replacement certificate of insurance to City at the address provided below within 10 days of the requested change. Contractor shall pay any costs incurred resulting from said changes. All notices under this Article shall be given to City at the following address: City of Corpus Christi Attn: Risk Manager P.O. Box 9277 Corpus Christi, TX 78469-9277 D. Contractor agrees that with respect to the above required insurance, all insurance policies are to contain or be endorsed to contain the following required provisions: • List the City and its officers, officials, employees, volunteers, and elected representatives as additional insured by endorsement, as respects operations, completed operation and activities of, or on behalf of, the named insured performed under contract with the City, with the exception of the workers' compensation policy; • Provide for an endorsement that the "other insurance" clause shall not apply to the City of Corpus Christi where the City is an additional insured shown on the policy; • Workers' compensation and employers' liability policies will provide a waiver of subrogation in favor of the City; and • Provide thirty (30) calendar days advance written notice directly to City of any suspension, cancellation, non-renewal or material change in coverage, and not less than ten (10) calendar days advance written notice for nonpayment of premium. E. Within five (5) calendar days of a suspension, cancellation, or non-renewal of coverage, Contractor shall provide a replacement Certificate of Insurance and applicable endorsements to City. City shall have the option to suspend Contractor's performance should there be a lapse in coverage at any time during this contract. Failure to provide and to maintain the required insurance shall constitute a material breach of this contract. F. In addition to any other remedies the City may have upon Contractor's failure to provide and maintain any insurance or policy endorsements to the extent and within the time herein required, the City shall have the right to order Contractor to remove the exhibit hereunder, and/or withhold any payment(s) if any, which become due to Contractor hereunder until Contractor demonstrates compliance with the requirements hereof. G. Nothing herein contained shall be construed as limiting in any way the extent to which Contractor may be held responsible for payments of damages to persons or property resulting from Contractor's or its subcontractor’s performance of the work covered under this agreement. H. It is agreed that Contractor's insurance shall be deemed primary and non-contributory with respect to any insurance or self insurance carried by the City of Corpus Christi for liability arising out of operations under this agreement. I. It is understood and agreed that the insurance required is in addition to and separate from any other obligation contained in this agreement. 2019 Insurance Requirements Ins. Req. Exhibit 4-Q Contracts for General Services – Services Performed Onsite – Pollution - Crime 09/19/2019 Risk Management – Legal Dept. 12 DATE: May 27, 2020 TO: Peter Zanoni, City Manager FROM: Mike Markle, Chief of Police mikema@cctexas.com 886-2603 CAPTION: Ordinance accepting a grant in the amount of $50,000.00 from the State of Texas Governor’s Homeland Security Grants Division for the FY 2021 Local Border Security Program; and appropriating $50,000.00 in the Police Grants Fund. SUMMARY: This ordinance accepts and appropriates $50,000.00 in grant funding to support the FY 2021 Local Border Security Program. BACKGROUND AND FINDINGS: The Local Border Security Program (LBSP) grant centers on the use of intelligence to increase the effectiveness of federal, state, and local law enforcement assets. The purpose of the program is to sustain interagency law enforcement operations and enhance local law enforcement patrols to facilitate directed actions to deter and interdict criminal activity. All law enforcement agencies who receive funding through LBSP shall assist in the execution of coordinated border security operations in an effort to reduce border-related criminal activity in Texas, decrease the supply of drugs smuggled into and through Texas from Mexico, disrupt and deter operations of gang and cartel criminal organizations, etc. The Police Department will deploy officers on an overtime basis to conduct direct actions and operations within the city limits and extra territorial jurisdiction (ETJ) targeting known drug, currency and human trafficking routes operating in the South Texas area to points north (ETJ extends five miles out from the city’s boundaries). The funding provides for overtime and retirement for sworn officers. There is no City match required. Funding is available from September 1, 2020 – August 31, 2021. The City has been receiving the grant since 2008. ALTERNATIVES: Not accept the grant and provide less enforcement of criminal activity. Acceptance of a Grant for the Local Border Security Program AGENDA MEMORANDUM First Reading Ordinance for the City Council Meeting of June 23, 2020 Second Reading Ordinance for the City Council Meeting of June 30, 2020 FISCAL IMPACT: The fiscal impact for FY 20 is accepting funds and appropriating $50,000 to the Police Grants Fund. Funding Detail: Fund: 1061 Organization/Activity: Police Grants Fund Mission Element: 151 Project # (CIP Only): Account: 510000 RECOMMENDATION: Staff recommends accepting the grant and appropriating the funds. LIST OF SUPPORTING DOCUMENTS: Ordinance Grant award document Ordinance accepting a $50,000 grant from the Office of the Governor’s Homeland Security Grants Division for FY2021 Local Border Security Program; designating an authorized official; and appropriating $50,000 in Police Grants Fund. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: SECTION 1. The City Manager or designee is authorized to execute all documents necessary to accept a grant in the amount of $50,000 from the Office of the Governor’s Homeland Security Grants Division (HSGD) for funding eligible under the FY2021 Local Border Security Program (LBSP) grant. SECTION 2. The City of Corpus Christi designates the City Manager or designee as the grantee’s authorized official. The authorized official is given the power to apply for, accept, reject, alter or terminate the grant on behalf of the applicant agency. SECTION 3. That $50,000 is appropriated in the No 1061 Police Grants Fund from the HSGD for eligible overtime and operational costs. SECTION 4. In the event of the loss or misuse of the HSGD funds, the City of Corpus Christi assures that the funds will be returned to the HSGD in full. That the foregoing ordinance was read for the first time and passed to its second reading on this the _____ day of ___________, 2020, by the following vote: Joe McComb ________________ Michael Hunter______________ Roland Barrera ________________ Ben Molina ______________ Rudy Garza ________________ Everett Roy ______________ Paulette M. Guajardo ________________ Greg Smith ______________ Gil Hernandez ________________ That the foregoing ordinance was read for the second time and passed finally on this the _____ day of __________ 2020, by the following vote: Joe McComb ________________ Michael Hunter______________ Roland Barrera ________________ Ben Molina ______________ Rudy Garza ________________ Everett Roy ______________ Paulette M. Guajardo ________________ Greg Smith ______________ Gil Hernandez ________________ PASSED AND APPROVED on this the ______ day of _________________, 2020. ATTEST: _________________________ ________________________ Rebecca L. Huerta Joe McComb City Secretary Mayor DATE: May 18, 2020 TO: Peter Zanoni, City Manager FROM: Al Raymond, AIA, Director Development Services Department AlRaymond@cctexas.com (361) 826-3575 Dan McGuinn, Director, Planning/ESI DanielMc@cctexas.com (361) 826-7011 CAPTION: Ordinance accepting a $25,000 grant from the Texas Historical Commission Certified Local Government program for the Historic Preservation Plan Update project with a City match of $25,000; appropriating $25,000 for City matching funds; and amending the Operating Budget by increasing expenditures by $25,000. SUMMARY: This is an ordinance accepting $25,000.00 from the Texas Historical Commission Certified Local Government program for the Historic Preservation Plan Update project. BACKGROUND AND FINDINGS: To preserve the heritage of Corpus Christi, the Landmark Commission was established by the City Council in 1974. The commission's primary tasks are to: Consider specific sites, structures, and districts for designation as historic landmarks. Encourage and communicate with property owners the benefit of rehabilitations of potential landmarks as an alternative to demolition. Review and recommend nominations to the National Register of Historic Places. Promote preservation through education. Maintain and update the historical resource survey. Ordinance accepting $25,000.00 from the Texas Historical Commission Certified Local Government program for the Historic Preservation Plan Update project AGENDA MEMORANDUM First Reading Ordinance for June 23, 2020 Second Reading Ordinance for July 14, 2020 Promote preservation through the Planning and Zoning process. Seek and apply for preservation grant funding. Corpus Christi, Texas is a Certified Local Government. The CLG program empowers local communities to better protect historic resources and meet recognized historic preservation standards. Cities participating in the CLG program may take advantage of CLG grants, technical assistance, training opportunities, and the CLG network. This program recognizes a partnership between the local, state, and federal governments to enhance preservation. The Texas Historical Commission’s Certified Local Government program is awarding the City of Corpus Christi a $25,000 match on a reimbursement basis to update the City’s Historic Preservation Plan. In 1995, the City of Corpus Christi adopted a Historic Preservation Plan with general policy guidance on historic preservation goals and outcomes. This plan is intended to be an update to the 1995 plan, expanding on goals, objectives, and action steps to achieve historic preservation in Corpus Christi, Texas. This action-oriented community-wide historic preservation plan will: Integrate historic preservation activities into the city’s broader planning, environmental, social, economic, and sustainability goals. Promote heritage tourism, preservation-based economic development, and heritage education. Assess historic preservation as an urban design strategy taking into consideration pedestrian friendly design, placemaking, income and land use diversity, and neighborhood character. Recommend updates to the historic preservation provisions in the Unified Development Code as well as provide toolkits for substantial rehabilitation, including but not limited to economic and regulatory incentives. ALTERNATIVES: Continue to operate under the current historic preservation plan which is 25 years old and does not address current best management policies and practices which consider historic preservation as a tool for economic development. FISCAL IMPACT: If approved, the additional grant funds will provide 50% or $25,000.00 on a reimbursement basis towards a total project cost of $50,000.00. The city will match 100% of the grant award or $25,000.00. FUNDING DETAIL: Matching: Fund: General Fund 1020 Organization/Activity: Comprehensive Planning 11455 Mission Element: Comprehensive Planning 071 Project # (CIP Only): N/A Account: Professional Services 530000 (matching) Revenue and Expense: Fund: Community Development Grant Fund 1072 Organization/Activity: 870102S Mission Element: N/A Project # (CIP Only): N/A Account: THC (Tx Historical Commission) 304850 (Revenue) Professional Services 530000 (Expense) RECOMMENDATION: Staff recommends approval of the ordinance accepting $25,000.00 from the Texas Historical Commission Certified Local Government program for the Historic Preservation Plan Update project. LIST OF SUPPORTING DOCUMENTS: Ordinance Contract Presentation Ordinance accepting a $25,000 grant from the Texas Historical Commission Certified Local Government program for the Historic Preservation Plan Update project with a City match of $25,000; appropriating $25,000 for City matching funds; and amending the Operating Budget by increasing expenditures by $25,000. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: SECTION 1. The City Manager, or designee, is authorized to execute all documents necessary to accept the Texas Historic Commission Certified Local Government grant award for the Historic Preservation Plan Update project in the amount of $25,000.00,with a City match of $25,000.00, to be appropriated in the Community Development Grant Fund No. 1072, Accounting No. 304850 (THC), Activity 870102S. SECTION 2. Matching funds in the amount of $25,000.00 are appropriated in the General Fund No.1020, Comprehensive Planning 11455, Comprehensive Planning 071, Professional Services 530000 for this grant award. SECTION 3. Revenues in the amount of $25,000.00 are increased in the Community Development Grant Fund. Expenditures in the amount of $25,000.00 are increased in the General Fund and the Community Development Grant Fund. The FY 2020 Operational Budget adopted by Ordinance No. 031870 is amended to increase appropriations by $25,000.00. That the foregoing ordinance was read for the first time and passed to its second reading on this the _____ day of ___________, 2020, by the following vote: Joe McComb ________________ Michael Hunter______________ Roland Barrera ________________ Ben Molina ______________ Rudy Garza ________________ Everett Roy ______________ Paulette M. Guajardo ________________ Greg Smith ______________ Gil Hernandez ________________ That the foregoing ordinance was read for the second time and passed finally on this the _____ day of __________ 2020, by the following vote: Joe McComb ________________ Michael Hunter______________ Roland Barrera ________________ Ben Molina ______________ Rudy Garza ________________ Everett Roy ______________ Paulette M. Guajardo ________________ Greg Smith ______________ Gil Hernandez ________________ PASSED AND APPROVED on this the ______ day of _________________, 2020. ATTEST: _________________________ _______________________ Rebecca Huerta Joe McComb City Secretary Mayor FISCAL YEAR 2020 CERTIFIED LOCAL GOVERNMENT (CLG) GRANT CONTRACT TX-20-10035 Catalog of Federal Domestic Assistance Number - CFDA# 15.904 I. Parties The parties of this contract (“Contract”) are the Texas Historical Commission, an agency of the State of Texas, hereinafter referred to as Commission; and the City of Corpus Christi hereinafter referred to as Grantee. II. Purpose This Contract is entered into pursuant to a grant made to the Commission for fiscal year 2020 by the U.S. Department of the Interior, National Park Service, under the provisions of the National Historic Preservation Act of 1966 and as amended, P.L. 89-665 (16 U.S.C. Sec. 470 et seq.) and pursuant to the terms and conditions of the Historic Preservation Fund (HPF) Grants Manual, 2007. This grant is made for the purpose of funding a project or projects to be undertaken by Grantee as a participant in the Certified Local Government program. III. Services to be Provided The following services are to be provided within the Contract period on a schedule to be agreed upon by the parties to this Contract. However, the services designated with specific deadlines must comply with those deadlines. Products developed under this agreement must conform to the requirements of the Commission and the Project Proposal, as stipulated in the Expected Products of a Planning Project (Attachment B). Grantee will develop a City Historic Preservation Plan. At the conclusion of the project, the Grantee will submit a copy of the Preservation Plan and a Completion Report (Attachment H) to the Commission. Project personnel employed by the Grantee shall meet the Standards for Professional Qualifications as outlined in 36 CFR 61 (Attachment C), as appropriate to the scope of the project, and be employed by competitive procurement. All subcontracted services and products must be procured according to Federal procurement standards set forth in Chapter 17 of the Historic Preservation Fund (HPF) Grants Manual, 2 CFR Part 200.317- 200.326, 43 CFR 12.940-12.948, and 43 CFR 12.76 (See Attachment N). Regulations of the U.S. Department of the Interior strictly prohibit unlawful discrimination in federally-assisted programs on the basis of race, color, and/or national origin. Therefore, the Grantee must sign the U.S. Department of the Interior Civil Rights Assurance (Attachment D) and return the signed form to the Commission with this Contract. Similarly, all person(s) employed by the Grantee must sign the Assurances for Consultants or Subcontractors (Attachment D.1). In all cases the person(s) employed by the Grantee to complete the work specified in this Contract must meet with the approval of the Commission. The professional staff hired must also contact the Commission’s Certified Local Government staff prior to commencing work. IV. Amount of the Contract DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process The total amount of this Contract shall not exceed $25,000. The Commission shall reimburse the Grantee exclusively from U.S. Department of the Interior grant-in-aid funds for historic preservation (Certified Local Government), and this Contract is subject to the availability of those funds. V. Period This Contract shall commence on April 1, 2020 and shall terminate on December 31, 2021. It is further agreed that all work associated with this project shall be completed by September 30, 2021 and all materials stipulated in Attachments A and B and all reimbursement requests shall be submitted to the Commission by October 31, 2021. An extension for completing products stipulated in Attachment B may be granted by the Commission upon review and approval of a written extension request by the Grantee, provided that a draft of the grant product(s) has been previously reviewed and approved. The final product must be received by the Commission no later than December 31, 2021. All expenses incurred by the Grantee associated with work completed after September 30, 2021 shall be considered ineligible for reimbursement under this grant contract. Contract amendments may be submitted in writing using the Certified Local Government (CLG) Contract Amendment Form (Attachment E) at any time between April 1, 2020 and August 31, 2021 at the option of the Commission. VI. Independent Contractor Status; Indemnity and Hold Harmless Agreement The Grantee is a Texas Municipal Corporation. It is not an agency of the State of Texas. It is expressly understood and agreed that the Grantee and Grantee’s subcontractors, if any, are independent contractors and not employees of the Texas Historical Commission. The Grantee or any subcontractor shall not be considered the agent, the servant, or the employee of the Commission for any purpose whatsoever. If the Grantee is authorized by this Contract to use grant funds for contractual purposes, all persons furnished, used, retained, or hired by or on behalf of the Grantee or any of the Grantee’s subcontractors shall be considered to be solely the employees or agents of the Grantee or Grantee’s contractors. The Grantee or Grantee’s contractors shall be responsible for ensuring that any and all appropriate payments are made, such as unemployment, workers compensation, social security, and other payroll taxes for such persons, including any related assessments or contributions required by law. In no event shall this provision relieve Grantee of the responsibility for ensuring that the services rendered, or products, materials, or items provided under all subcontracts are rendered in compliance with this Contract. To the extent allowed by law, the Grantee or subcontractors are responsible for any and all claims whatsoever due to actions or performance under this grant, including, but not limited to, the use of automobiles or other transportation taken by its owners, incorporators, officers, directors, employees, volunteers or any third parties. To the extent allowed by law, the Grantee agrees to indemnify and hold harmless the Commission and/or the State of Texas from any and all liability, actions, claims, demands, or suits, and all related costs, attorney fees, and expenses, that arise from the actions or performance of the Grantee or Grantee’s contractors under this Contract, including, but not limited to, negligent act or omission, intentional tort, intellectual property infringement, or the failure to pay a subcontractors. VII. Documentation and Payment The Grantee may submit to the Commission, for its approval, a properly completed invoice for services rendered in compliance with all requirements of the Contract as specified in the Reimbursement Request DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process Procedures (Attachment F). The Grantee will provide invoices to the Commission as costs are incurred and work is completed, but not more frequently than monthly. It is further agreed that the Grantee will provide written quarterly updates on the Grant Product Quarterly Report Form, as it currently exists and is currently available at http://www.thc.texas.gov/clg-grant-quarterly- report-form, on the progress of the grant product. Each update will outline the tasks completed and expenses incurred on the project, and provide a timeline and status of the overall project. The Grant Product Quarterly Reports will be due on August 30, 2020, December 31, 2020, April 30, 2021, and August 31, 2021. Failure to submit quarterly reports as required on a timely basis may constitute breach of this grant Contract and result in forfeiture of the grant. Reimbursement to the Grantee shall be on a matching basis as outlined in the Estimated Project Budget (Attachment M), subject to receipt of funds from the National Park Service and successful completion of all project work activities. The Commission agrees to pay the Grantee up to $25,000 in federal funds. The Grantee agrees to contribute matching share, either donated services or cash match, for a minimum total of $25,000 or 50% of eligible costs, whichever is less. Such payments shall be made as requested for services actually rendered, or if mutually agreed, in one lump sum upon completion and approval of all the requirements set forth in this Contract. It is further agreed that a sum not to exceed 25% of the total grant award will be retained by the Commission until the following have occurred: (a) Commission review of the draft project material, products and deliverables and the Commission’s comments are incorporated therein; (b) receipt of two (2) final reports; and (c) receipt of properly documented reimbursement materials. Subject to the limitations of the Contract, the Commission’s payments will be made in accordance with the Texas Prompt Payment Act. The Commission shall only reimburse costs incurred and paid by the Grantee during the term of this grant. The Commission shall only reimburse the Grantee for employee costs that are directly related to performing the responsibilities of this grant. VIII. Generally Accepted Accounting Principles or Other Recognized Accounting Principles The Grantee shall adhere to Generally Accepted Accounting Principles (GAAP) promulgated by the American Institute of Certified Public Accountants, unless other recognized accounting principles are required by the Grantee. IX. Refunds and Deductions If the Commission determines that the Grantee has been overpaid grant funds under this Contract, such as payments made inadvertently or payments made but later determined to not be actual and allowable allocable costs, the Grantee shall refund that amount of the Commission reimbursement identified by the Commission as an overpayment. The Commission may offset and deduct the amount of the overpayment from any amount owed to the Grantee, as a reimbursement, but not yet paid by the Commission to the Grantee. The Commission may choose to require a payment directly from the Grantee rather than offset and deduct a specified amount. The Grantee shall refund any overpayment to the Commission within thirty (30) calendar days of the receipt of the notice of the overpayment from the Commission, unless an alternate payment plan is specified by the Commission. X. Required Reports; Cooperation; Notification of Changes in Organization DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process The Grantee shall forward to the Commission the applicable reports on forms as specified by the Commission or as required under Attachment B. The Grantee shall ensure that it files each document or form required by the Commission in an accurate and timely manner. Unless filing dates are given herein, all other reports and other documents that the Grantee is required to forward to the Commission shall be promptly forwarded. From time to time, the Commission may require additional information from the Grantee. The Grantee shall cooperate fully with the Commission. In addition to the information contained in the required reports, other information may be required as requested by the Commission. The Grantee shall submit, within ten (10) business days, notice to the Commission of any change of the following: Grantee’s name; contact information; key personnel, officer, director or partner; organizational structure; legal standing; or authority to do business in Texas. The Grantee shall promptly notify the Commission, preferably in advance, of a change in address or main telephone number of the Grantee. A change in the Grantee’s name requires an amendment to the grant. XI. Standards for Financial and Programmatic Management The Grantee and its governing body shall bear full and sole responsibility for the integrity of the fiscal and programmatic management of the organization. The Grantee and its governing body shall also implement policies and procedures to ensure the integrity of the fiscal and programmatic management of the organization. Such fiscal and programmatic management shall include accountability for all funds and materials received from the Commission; compliance with Commission rules, policies and procedures, and applicable federal and state laws and regulations; and correction of fiscal and program deficiencies identified through self-evaluation and/or the Commission's monitoring processes. Ignorance of any grant provisions or other requirements referenced in this Contract or the HPF Grants Manual shall not constitute a defense or basis for waiving or failing to comply with such provisions or requirements. The Grantee shall develop, implement, and maintain appropriate financial management and control systems, which include budgets that adequately reflect all functions and resources necessary to carry out authorized activities and the adequate determination of costs; accurate and complete payroll, accounting, and financial reporting records; cost source documentation; effective internal and budgetary controls; allocation of costs; timely and appropriate audits and resolution of any findings; and applicable annual financial statements. XII. Corrective Action Plan If the Commission finds deficiencies in Grantee’s performance under this grant, the Commission, at its sole discretion, may impose one or more of the following remedies as part of a corrective action plan: increase monitoring visits; require that additional or more detailed financial and/or programmatic reports be submitted; require prior approval for expenditures; require additional technical or management assistance and/or make modifications in business practices; reduce the grant amount; and/or terminate this grant. The foregoing are not exclusive remedies, and the Commission may impose other requirements that the Commission determines will be in the best interest of the State. XIII. Ownership of Products and Deliverables of this Contract All material, concepts, and products including but not limited to all reports, plans, ordinances, standards, guidelines, indexes, surveys, tables, photographs, nominations, maps, or forms (“Deliverables”) that are produced, developed or conceived by the Grantee during or arising out of the Contract are, or shall become, the property of the Commission, and all rights, title and interest, including all intellectual property rights to these products and Deliverables shall vest in , and shall be deemed to be works made for hire upon creation and made in the course of the services rendered pursuant to this Contract. To the extent that title to any such product or DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process Deliverable may not, by operation of law, vest in the Commission, or such work may not be considered a work made for hire, all rights, title and interest therein, including all intellectual property rights, are hereby irrevocably assigned to the Commission, without further action or consideration. Upon termination or expiration of this Contract, all products and Deliverables including all documents, data (including databases), information, software, procedures, and everything created or gathered pursuant to this Contract shall be provided to the Commission upon request. The Commission hereby grants and Grantee accepts a non-exclusive, non-transferable, non-assignable, fully- paid, royalty-free, perpetual, worldwide, revocable right and license, to use, reproduce, copy, modify, distribute, publicly-perform, publicly-display, and create derivative works of the products and Deliverables for the purpose of performing under this Contract. Notwithstanding the foregoing, the Grantee shall have an unrestricted right to use any or all products so produced, developed, or conceived and any component of such intellectual property made the subject of this Contract, at no additional cost in any manner the Commission deems appropriate at its sole discretion. The parties hereby acknowledge and agree that National Park Service (“NPS”) is granted a royalty-free, nonexclusive, and irrevocable license to reproduce, publish, or otherwise use, and to authorize others to use: (1) the copyright in any work, products, or Deliverable developed under this Contract; and (2) any rights of copyright to which Grantee purchases ownership during the performance of this Agreement or with funds received under this Agreement. Pursuant to the stipulations in Attachment B, a minimum of two (2) copies of all final products and completion reports, if applicable (Attachment H) are to be supplied to the Commission before final reimbursement is made. All materials published, printed or used for public distribution funded in whole or in part by this grant shall note the following on the materials: This project was funded in part through a Certified Local Government Grant from the National Park Service, U.S. Department of the Interior, as administered by the Texas Historical Commission. The contents and opinions, however, do not necessarily reflect the views and policies of the Department of the Interior, nor does the mention of trade names or commercial products constitute endorsement or recommendation by the Department of the Interior. This program receives Federal funds from the National Park Service. Regulations of the U.S. Department of the Interior strictly prohibit unlawful discrimination in departmental Federally Assisted Programs on the basis of race, color, national origin, age or handicap. Any person who believes he or she has been discriminated against in any program, activity, or facility operated by a recipient of Federal assistance should write to: Director, Equal Opportunity Program, U.S. Department of the Interior, National Park Service, P.O. Box 37127, Washington, D.C. 20013-7127. XIV. Termination Termination for Convenience. Either party may, at its sole discretion, terminate this Contract without recourse, liability or penalty, upon a seven (7) calendar day notice to the other party. In the event that notice of termination is given, all work by the Grantee shall cease and no amount shall be paid by the Commission for work performed following the receipt of notice of termination by the Grantee. The Grantee shall be paid for all work performed prior to the notice of termination, and accepted by the Commission, in accordance with the terms of the Contract. Final invoices shall be submitted to the Commission no later than 30 days following the date of termination of this Contract. DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process Termination for Cause. In the event that the Grantee fails to perform or comply with an obligation of the terms, conditions and provisions of this Contract of the HPF Grants Manual, the Commission may, upon written notice of the breach to the Grantee, immediately terminate this Contract. Termination Not Exclusive Remedy; Survival of Terms and Conditions. Termination is not an exclusive remedy but will be in addition to any other rights and remedies provided in equity, by law, or under this Contract. XV. Applicable Laws This Contract shall be governed by and construed in accordance with the laws of the State of Texas and the rules and policies of the Commission. The venue of any suit arising under this Contract is fixed in any court of competent jurisdiction of Travis County, Texas. All projects funded under the Certified Local Government grant program must meet the Secretary of the Interior’s Standards. The Standards can be accessed at the National Park Service web site: http://www.nps.gov/history/local-law/arch_stnds_0.htm. XVI. Audit and Records Retention The Grantee must retain all administrative, financial, procurement, reporting, and any other grant-related records and supporting documentation for a period of seven (7) years following the completion of the grant. This period begins on the date of receipt of the final reimbursement by the Grantee, or if applicable, after any issues have been resolved that may have arisen from any litigation, claim, negotiation, audit, open records request, or any other action involving these records. The Grantee will provide full access to these records to the Commission as well as any authorized Federal, state, or independent auditors, to examine their contents and procedures to verify compliance with Federal and state regulations. United States Code of Federal Regulations 2 CFR 200, Subpart F, requires that all non-Federal entities that expend $750,000 or more in federal awards from all sources during any fiscal year must undergo a Single Audit or program-specific audit for that year. This grant award is to be reported under Catalog of Federal Domestic Assistance (CFDA) #15.904, Historic Preservation Fund Grants, if applicable. Single Audits must be submitted electronically by the Grantee to the Federal Audit Clearinghouse along with a data collection form (Form SF- SAC) within 30 days after receipt of the auditor’s report, or nine months after the end of the audit period, whichever is earlier. If you have questions regarding the submission or processing of your Single Audit package, contact the Federal Audit Clearinghouse at (800) 253-0696 or by email at govs.facs@census.gov. The Grantee is responsible for covering the cost of any audits conducted. In addition to the terms of this Contract, all federal laws and regulations governing grants are applicable, including the entirety of 2 CFR 200 – Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards. This CFR is effective for audit years beginning after December 26, 2014, and replaces all administrative requirements, cost principles, and audit requirements for grants to state and local governments under OMB Circulars A-50, A-87, A-102, and A-133. XVII. Contract Not Entitlement or Right Reimbursement with Contract funds is not an entitlement or right. Reimbursement depends, among other things, upon strict compliance with all terms, conditions and provisions of this Contract and the HPF Grants Manual. Parties agree that any act, action or representation by either party, their agents or employees that purports to increase the amount of the contract is void, unless a written amendment is first executed. The DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process Grantee agrees that nothing in this Contract will be interpreted to create an obligation or liability of the Commission in excess of the funds delineated in this Contract. XVIII. Funding Limitation The Grantee agrees that funding for this Contract is subject to the actual receipt by the Commission of grant funds (state and/or federal) appropriated to the Commission. The Grantee agrees that the grant funds, if any, received from the Commission are limited by the term of each state biennium and by specific appropriation authority to and the spending authority of the Commission for the purpose of this Contract. The Grantee agrees that notwithstanding any other provision of this Contract, if the Commission is not appropriated the funds or if the Commission does not receive the appropriated funds for the purpose of this grant program, or if the funds appropriated to the Commission for this grant program are required by the state or federal government to be reallocated, the Commission is not liable to pay the Grantee any remaining balance on this Contract. XIX. State Auditor In addition to and without limitation on the other audit provisions of this Contract, pursuant to Section 2262.154 of the Texas Government Code, the State Auditor’s Office may conduct an audit or investigation of the Grantee or any other entity or person receiving funds from the State directly under this Contract or indirectly through a subcontract under this Contract. The acceptance of funds by the Grantee or any other entity or person directly under this Contract or indirectly through a subcontract under this Contract acts as acceptance of the authority of the State Auditor’s Office, under the direction of the Legislative Audit Committee, to conduct an audit or investigation in connection with those funds. Under the direction of the Legislative Audit Committee, the Grantee or any other entity that is the subject of an audit or investigation by the State Auditor’s Office must provide the State Auditor’s Office with access to any information the State Auditor’s Office considers relevant to the investigation or audit. The Grantee further agrees to cooperate fully with the State Auditor’s Office in the conduct of the audit or investigation, including providing all records requested. The Grantee shall ensure that this paragraph concerning the authority to audit funds received indirectly by subcontractors through the Grantee, and the requirement to cooperate, is included in any subcontract it awards. The State Auditor’s Office shall at any time have access to and the right to examine, audit, excerpt, and transcribe any pertinent books, documents, working papers, and records of the Grantee related to this Contract. XX. Federal and State Laws, Rules and Regulations, Directives, Guidelines, OMBs and Other Relevant Authorities The Grantee agrees to comply with all applicable federal and state laws, rules and regulations, directives, guidelines, OMB circulars, or any other authorities relevant to the performance of the Grantee under this Contract. XXI. Uniform Grant Management Act, UGMS and Applicable Standard Federal and State Certifications The Grantee agrees to comply with all applicable laws, executive orders, regulations and policies as well as the Uniform Grant Management Act of 1981 (UGMA), Texas Government Code, Chapter 783, as amended. The Grantee also agrees to comply with the HPF Grants Manual, 2007 and as updated, the Uniform Grant Management Standards (UGMS), as promulgated by the Texas Comptroller’s Office, and Uniform Grant and Contract Standards regulations of the Texas Comptroller found at 34 TAC §§20.456 – 20.467. XXII. Conflicts of Interest; Disclosure of Conflicts DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process The Grantee has not given or offered to give, nor does the Grantee intend to give at any time hereafter, any economic opportunity, future employment, gift, loan, gratuity, special discount, trip, favor, or service to a public servant or employee of the Commission, at any time during the negotiation of this Contract or in connection with this Contract, except as allowed under relevant state or federal law. The Grantee will establish safeguards to prohibit its employees from using their positions for a purpose that constitutes or presents the appearance of personal or organizational conflict of interest or personal gain. The Grantee will operate with complete independence and objectivity without actual, potential or apparent conflict of interest with respect to its performance under this Contract. The Grantee must disclose, in writing, within fifteen (15) calendar days of discovery, any existing or potential conflicts of interest relative to its performance under this Contract. XXIII. No Waiver of Sovereign Immunity The parties agree that no provision of this Contract is in any way intended to constitute a waiver by the Commission or the State of Texas of any immunities from suit or from liability that the Commission or the State of Texas may have by operation of law. XXIV. Confidentiality and Public Information Act Notwithstanding any provisions of this grant to the contrary, the Grantee understands that the Commission will comply with the Texas Public Information Act, Texas Government Code, Chapter 552 as interpreted by judicial opinions and opinions of the Attorney General of the State of Texas. The Commission agrees to notify the Grantee in writing within a reasonable time from receipt of a request for information related to the Grantee’s work under this grant. The Grantee will cooperate with the Commission in the production of documents responsive to the request. The Grantee shall establish a method to secure the confidentiality of records required to be kept confidential by applicable federal or state law, rules or regulations. This provision shall not be construed as limiting the Commission’s access to such records and other information. XXV. Compliance with Regulatory and Licensing Bodies The Grantee agrees that it has obtained all licenses, certifications, permits and authorizations necessary to perform the responsibilities of this grant, and is currently in good standing with all regulatory agencies that regulate any or all aspects of the Grantee’s business or operations. The Grantee agrees to remain in good standing with the Texas Secretary of State, the Texas Comptroller of Public Accounts and related federal governmental bodies related to the Grantee’s right to conduct business in Texas. The Grantee agrees to comply with all applicable licenses, legal certifications, inspections, and any other applicable local ordinances or state or federal laws. XXVI. Amendment This grant shall not be modified or amended except in writing, signed by both parties, using the Certified Local Government (CLG) Contract Amendment Form (Attachment E). Any properly executed amendment of this grant shall be binding upon the parties and presumed to be supported by adequate consideration. XXVII. Entire Agreement, Including all Exhibits This grant, including all exhibits, reflect the entire agreement between the parties with respect to the subject matter therein described, and there are no other representations (verbal or written), directives, guidance, assistance, understandings or agreements between the parties related to such subject matter. By executing this Contract, the Grantee agrees to strictly comply with the requirements and obligations of this contract, including all exhibits. DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process XXVIII. Dispute Resolution The dispute resolution process provided for in Texas Government Code, Chapter 2260, shall be used by the parties to resolve any dispute arising under this Contract. XXIX. Notices Any notices and/or documents required hereunder shall be deemed to have been duly provided if in writing and delivered personally or by pre-paid guaranteed overnight delivery service, or sent postage prepaid by United States certified mail, return receipt requested. Any such notice shall be effective on the date of delivery if delivered personally, on the next business day following delivery to the guaranteed overnight delivery service if the notice was so delivered and the charges were prepaid, or on the date the recipient signed for the notice if sent by certified mail. Notices shall be addressed as follows, or at such other address as any party hereto shall notify the other of in writing: If to THC.: Texas Historical Commission P.O. Box 12276 Austin, TX 78711 If to Participant: ____________________________ ____________________________ ____________________________ DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process ATTACHMENTS The following documents are included in and shall be a part of this Contract for all purposes: Attachment A: Project Notification Attachment B: Expected Products of Planning Project Attachment C: 36 CFR 61, Professional Qualifications Standards Attachment D: DI Form 1350, Civil Rights Assurance Attachment D.1: Assurances for Consultants or Subcontractors Attachment E: Certified Local Government (CLG) Contract Amendment Form Attachment F: Reimbursement Request Procedures Attachment G: Grant of Easement Attachment H: Completion Report Attachment I: Equal Opportunity Clause Attachment I.1: Equal Opportunity Clause for Construction Projects Attachment J: Standard Federal Equal Employment Opportunity Construction Contract Specification Attachment K: Certification of Non-Segregated Facilities Attachment L: Construction Specification Terms Attachment M: Estimated Project Budget Attachment N: Subcontracts This Contract is the entire agreement between the parties. Any changes, deletions, extensions, or amendments to this Contract shall be in writing and signed by both parties to the contract. Any other attempted changes, including oral modifications, written notices that have not been signed by both parties, or other modifications of any type, shall be invalid. In some cases, adjustment of the contractual requirements may be necessary pursuant to recommendations by the Certified Local Government Program, Texas Historical Commission, with the approval of the U.S. Department of the Interior. DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process The following parties accept the terms of this Contract. Persons signing are expressly authorized to obligate the parties to the terms of this Contract. TEXAS HISTORICAL COMMISSION: GRANTEE: Signature Signature Mark Wolfe, Executive Director Steven Viera, Asst City Manager Typed Name & Title Typed Name & Title Date Date THIRD PARTY DESIGNEE: (IF APPLICABLE) Signature Typed Name & Title of Delegated Third Party Date DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process ATTACHMENT B EXPECTED PRODUCTS OF A HISTORIC PRESERVATION PLANNING PROJECT Activities under the Historic Preservation Planning Program Area include the following: 1. Preservation Plan Development: to include developing, conducting research on, designing or carrying out a planning process, or providing support for the development of a planning process design, or other historic preservation or cultural resource management plans. 2. Ordinance, Regulation, Standards, Guidelines Development 3. Advanced Planning Technologies (e.g. Geographic Information Systems (GIS)) 4. Other planning related activities as described in the Historic Preservation Funds Grants Manual Two (2) copies (one bound hard copy and one electronic copy) of all final reports, plans, ordinances, standards, guidelines, etc. and the Completion Report (Attachment H) shall be submitted before the grant deadline. CLG Grant Report Due Dates to the THC ☐August 30, 2020 project update ☐December 27, 2020 project update ☐April 30, 2021 project update ☐July 31, 2021 Draft of deliverables due ☐August 28, 2021 project update ☐September 30, 2021 project completion date Historic Preservation Planning Projects should meet the minimum standards stated below: • Take into account and adequately represent all local historic and/or archeological resources. The full diversity of resources should address geographic and temporal ranges. All textual matter should reflect the broad patterns of local history. • Provide photo and/or graphic documentation and examples for representative resources, communities, or geographic areas. Photos and graphics must clearly represent resources from the local community. • Include and reflect appropriate and adequate public input. • References should indicate avenues of further research or resources for assistance (e.g. who to contact for more information). • Adequate recognition must be provided in all publications. Photographs and drawings should be credited to the artist or lender. The local government’s involvement must be adequately acknowledged. Recognition, as detailed below, must be afforded the CLG program, the Texas Historical Commission, and the National Park Service of the U.S. Department of the Interior. Language acknowledging nondiscrimination practices, as detailed below, must be included. Publications addressing several potential audiences must adequately reflect the community’s preservation program. DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process This project was funded in part through a Certified Local Government grant from the National Park Service, U.S. Department of the Interior, as administered by the Texas Historical Commission. The contents and opinions, however, do not necessarily reflect the views and policies of the Department of the Interior, nor does the mention of trade names or commercial products constitute endorsement or recommendation by the Department of the Interior. This program receives Federal funds from the National Park Service. Regulations of the U. S. Department of the Interior strictly prohibit unlawful discrimination in departmental Federally Assisted Programs on the basis of race, color, national origin, age, or handicap. Any person who believes he or she has been discriminated against in any program, activity, or facility operated by a recipient of Federal assistance should write to: Director, Equal Opportunity Program, U. S. Department of the Interior, National Park Service, P. O. Box 37127, Washington, DC 20013-7127. Additional Requirements for Preservation Plans: • Plans must establish a set of goals and objectives with target dates for completion. Ideally, responsibility for specific tasks should be assigned to specific personnel. • Maps and clear identification of resource locations should be provided. DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process ATTACHMENT C PROFESSIONAL QUALIFICATIONS STANDARDS To ensure that appropriate historical, architectural, archeological and cultural properties are identified for public benefit through grant-in-aid assistance, the following minimal professional standards for historical, architectural and archeological documentation have been established by the Preservation Assistance Division of the National Park Service. Persons supervising grant projects must be professionally qualified in accordance with 36 CFR 61 as follows: Appendix A to Part 61— Professional Qualifications Standards In the following definitions, a year of full-time professional experience need not consist of a continuous year of full- time work but may be made up of discontinuous periods of full-time or part-time work adding up to the equivalent of a year of full-time experience. (a) History. The minimum professional qualifications in history are a graduate degree in history or closely related field; or a bachelor's degree in history or closely related field plus one of the following: (1) At least two years of full-time experience in research, writing, teaching, interpretation or other demonstrable professional activity with an academic institution, historical organization or agency, museum, or other professional institution; or (2) Substantial contribution through research and publication to the body of scholarly knowledge in the field of history. (b) Archeology. The minimum professional qualifications in archeology are a graduate degree in archeology, anthropology, or closely related field plus: (1) At least one year of full-time professional experience or equivalent specialized training in archeological research, administration or management; (2) At least four months of supervised field and analytic experience in general North American archeology; and (3) Demonstrated ability to carry research to completion. In addition to these minimum qualifications, a professional in prehistoric archeology shall have at least one year of full-time professional experience at a supervisory level in the study of archeological resources of the prehistoric period. A professional in historic archeology shall have at least one year of full-time professional experience at a supervisory level in the study of archeological resources of the historic period. (c) Architectural History. The minimum professional qualifications in architectural history are a graduate degree in architectural history, art history, historic preservation, or closely related field, with course work in American architectural history; or a bachelor's degree in architectural history, art history, historic preservation, or closely related field plus one of the following: (1) At least two years of full-time experience in research, writing, or teaching in American architectural history DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process or restoration architecture with an academic institution, historical organization or agency, museum, or other professional institution; or (2) Substantial contribution through research and publication to the body of scholarly knowledge in the field of American architectural history. (d) Architecture. The minimum professional qualifications in architecture are a professional degree in architecture plus at least two years of full-time professional experience in architecture; or a State license to practice architecture. (e) Historic Architecture. The minimum professional qualifications in historic architecture are a professional degree in architecture or State license to practice architecture, plus one of the following: (1) At least one year of graduate study in architectural preservation, American architectural history, preservation planning, or closely related field; or (2) At least one year of full-time professional experience on historic preservation projects. Such graduate study or experience shall include detailed investigations of historic structures, preparation of historic structures research reports, and preparation of plans and specification for preservation projects. DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process ATTACHMENT D U.S. DEPARTMENT OF THE INTERIOR CIVIL RIGHTS ASSURANCE As the authorized representative of the applicant, I certify that the applicant agrees that, as a condition to receiving any Federal financial assistance from the Department of the Interior, it will comply with all Federal laws relating to nondiscrimination. These laws include, but are not limited to: (a) Title VI of Civil Rights Act of 1964 (42 U.S.C. 2000d-1), which prohibits discrimination on the basis of race, color, or national origin; (b) Section 504 of the Rehabilitation Act of 1973, as amended (29 U.S.C. 794), which prohibits discrimination on the basis of handicap; (c) the Age Discrimination Act of 1975, as amended (42 U.S.C. 6101 et. seq.), which prohibits discrimination on the basis of age; and applicable regulatory requirements to the end that no person in the United States shall, on the grounds of race, color, national origin, handicap or age, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination under any program or activity conducted by the applicant. THE APPLICANT HEREBY GIVES ASSURANCE THAT it will immediately take any measures necessary to effectuate this agreement. THIS ASSURANCE shall apply to all aspects of the applicant’s operations including those parts that have not received or benefited from Federal financial assistance. If any real property or structure thereon is provided or improved with the aid of Federal financial assistance extended to the Applicant by the Department, this assurance shall obligate the Applicant, or in the case of any transfer of such property, any transferee, for the period during which the real property or structure is used for a purpose for which the Federal financial assistance is extended or for another purpose involving the provision of similar services or benefits. If any personal property is so provided, this assurance shall obligate the Applicant for the period during which it retains ownership or possession of the property. In all other cases, this assurance shall obligate the Applicant for the period during which the Federal financial assistance is extended by the Department. THIS ASSURANCE is given in consideration of and for the purpose of obtaining any and all Federal grants, loans, contracts, property, discounts or other Federal financial assistance extended after the date hereof to the Applicant by the Department, including installment payments after such date on account of applicants for Federal financial assistance which were approved before such date. The Applicant recognizes and agrees that such Federal financial assistance will be extended in reliance on the representations and agreements made in this assurance, and that the United States shall have the right to seek judicial enforcement of this assurance. This assurance is binding on the Applicant, its successors, transferees, assignees, and sub-recipients and the person whose signature appears below who is authorized to sign this assurance on behalf of the Applicant. SIGNATURE OF AUTHORIZED CERTIFYING OFFICIAL TITLE APPLICANT/ORGANIZATION DATE SUBMITTED APPLICANT/ORGANIZATION MAILING ADDRESS BUREAU OF OFFICE EXTENDING ASSISTANCE DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process ATTACHMENT D.1 ASSURANCES FOR CONSULTANTS OR SUBCONTRACTORS The consultant or subcontractor will comply with Title VI of the Civil Rights Act of 1964 (P.L. 88-352) and all requirements imposed by or pursuant to the Department of the Interior Regulations (43 CFR 17) issued pursuant to that title, to the end that, in accordance with Title VI of that Act and the Regulation, no person in the United States shall, on the ground of race, color, or national origin, be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination under any program or activity for which the consultant or subcontractor receives financial assistance from Department of the Interior, National Park Service, and hereby gives assurance that it will immediately take any measures to effectuate this agreement. This Assurance is given in consideration of and for the purpose of obtaining any and all federal grants, loans, contracts, property discounts, or other federal financial assistance extended after the date hereof to the consultant or subcontractor, including installment payments after such date on account of arrangements for federal financial assistance which were approved before such date. The consultant or subcontractor recognizes and agrees that such federal financial assistance will be extended in reliance on the representations and agreements made in this assurance, and that the United States shall reserve the right to seek judicial enforcement of this assurance. This assurance is binding on the consultant or subcontractor, its successors, transferees, and assignees, and the person or persons whose signature appear below are authorized to sign this assurance on behalf of the consultant or subcontractor. DI 1350 Addendum. Also agrees to comply with the Rehabilitation Act of 1973 and the Age Discrimination Act of 1975 and all requirements imposed by or pursuant to these titles, to the end that, no person in the United States shall, on the grounds of age or handicap be excluded from participation in, be denied the benefits of, or be otherwise subjected to discrimination under any program or activity for which the consultant or subcontractor receives financial assistance from the National Park Service, and hereby gives assurance that it will immediately take any measures to effectuate this agreement. 18 USC 1913. No part of the money appropriated by any enactment of Congress shall, in the absence of express authorization by Congress, will be used directly or indirectly to pay for any personal service, advertisement, telegram, telephone, letter, printed or written matter, or other device, intended or designed to influence in any manner a Member of Congress, to favor or oppose, by vote or otherwise, any legislation or appropriation by Congress, whether before or after the introduction of any bill or resolution proposing such legislation or appropriation; but this shall not prevent officers or employees of the United States or of its departments or agencies from communicating to Members of Congress on the request of any Member of Congress, thorough the proper official channels, requests for legislation or appropriations which they deem necessary for the efficient conduct of the public business. Whoever, being an officer or employee of the United States or of any department or agency thereof, violates or attempts to violate this section, shall be fined not more than $500 or imprisoned not more than one year, or both; and after notice and hearing by the superior officer vested with the power of removing him, shall be removed from office or employment. (June 25, 1948, Ch. 645, 62 Stat. 792.) DI 1954. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion. Lower Tier Cover Transactions. DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process This certification is required by the regulations implementing Executive Order 12549, Debarment and Suspension, 43 CFR Part 12, Section 12.5.10, Participants’ responsibilities. The regulations were published as Part VII of the May 26, 1988 Federal Register (pages 19160-19211). Copies of the regulations are included in the proposal package. For further assistance in obtaining a copy of the regulations, contact the U.S. Department of the Interior, Acquisition and Assistance Division, Office of Acquisition and Property Management, 18th and C streets, N.W., Washington, D.C. 20240. (1) The prospective lower tier participant certified, by submission of this proposal, that neither it nor its principals are presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from participation in this transaction by any federal department or agency. (2) Where the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. __________________________________________ ________________________ Consultant/Subcontractor Date DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process ATTACHMENT E FISCAL YEAR 2020 CERTIFIED LOCAL GOVERNMENT (CLG) CONTRACT AMENDMENT FORM Amendment to CLG Grant Number: Title: 1. Grantee: Contact: Address: Phone: 2. Amendment Type (Please select one below) Contract Terms and Conditions Matching Share – must include revised Budget Summary Budget – must include revised Budget Summary Scope – must include revised Project Description 30 Day No Cost Extension* – must include explanation * 30 Day No Cost Extension does not extend September 30 deadline for expending CLG funds. Regardless of extension all CLG funds must be expended by September 30 and reimbursements submitted to the THC no later than October 31. Note: Contract Amendment will not be effective until approved in writing by the Texas Historical Commission. TEXAS HISTORICAL COMMISSION: GRANTEE: Signature Signature Mark Wolfe, Executive Director Typed Name & Title Typed Name & Title Date Date DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process THIRD PARTY DESIGNEE: (IF APPLICABLE) Signature Typed Name & Title of Delegated Third Party Date DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process ATTACHMENT F REIMBURSEMENT REQUEST PROCEDURES The required reimbursement request procedures and format are found in this chapter. Requests must be received by the THC no later than October 31, 2021, and may be submitted either electronically as a pdf file or as a hard copy by US mail or local land-carrier service. CLGs working on multiple grants must submit a separate request for each project. Requests for payment shall be accompanied by complete documentation, including receipts for all expenses and all products identified in the approved grant application and contract. Please refer to Chapter 13 of the HPF Grants Manual for all allowable and unallowable costs: http://www.nps.gov/shpo/downloads/HPF_Manual.pdf. Food and drink is an unallowable cost under THC policy, with the exception of per diem (cost of meals) for traveling employees/volunteers. Only work completed by the September 30, 2021 deadline will be reimbursed. 25% of the total grant award will be retained by the Commission until final deliverables have been received. Non-federal (or match share) expenditures should be documented in the same method as federal expenditures. Use this list of acceptable documentation when preparing a reimbursement request: _____ (a.) Signed Billing Statement from the local government to the THC with federal tax identification number. _____ (b.) Copies of vendors’ invoices showing evidence that: i. invoices are in the name of the Grantee. ii. service dates are within the project period. iii. purchase price is compatible with the estimated budget cost. iv. purchases are relevant to the project’s scope. _____ (c.) Copies of receipts or properly endorsed cancelled (deposited) checks (front and back). _____ (d.) Evidence of any approved extensions and/or amendments to Grantee subcontracts. _____ (e.) Evidence that invoices were properly approved for payment including: i. evidence that discounts and other credits were deducted. ii. evidence that merchandise/services were received. _____ (f.) Copies of daily time records for both volunteers and staff (including supervisor’s verification). DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process _____ (g.) Evidence of employees’ rates of pay, and verification that no other federal funds were used for this purpose. _____ (h.) Evidence that work was accomplished in accordance with the terms of the grant agreement (final project report or products). _____ (i.) Comparison schedule showing proposed costs versus actual costs. (See attached template) Payment Schedule Reimbursement payments to the Grantee are subject to the receipt of Federal funds from the National Park Service. Reimbursement requests can be sent to the THC as costs are incurred and work is completed, but not more frequently than monthly. The final payment will be made after an acceptable final product, final report, and final billing have been received and approved by the THC. Description of Acceptable Documentation 1. Time Sheets Each employee or volunteer engaged in activities to be claimed against the grant must submit a time sheet signed by the employee/volunteer and the supervisor. Such records must show the actual hours worked, date(s) worked and the specific duties performed. The records should also indicate the basis for determining the rate of the employee or volunteer’s contributions. Employees can claim their regular hourly wage. Time sheets must certify that no other federal funds were used to pay salaries and that their salaries were not used as match for other federal grants. Volunteers must claim a reasonable wage rate that is comparable to the current market value of the work being performed. Independent Sector provides a current estimated national value of volunteer time that can be used as a guide if necessary. It can be found here: https://www.independentsector.org/volunteer_time. Professionals may claim their standard professional wage if volunteering professional services. In any case, hourly wages may not exceed the maximum rate of $96.61/hour. A sample volunteer time sheet can be found with the miscellaneous forms attached. 2. Travel The miscellaneous forms include a travel record that should be used for employees or volunteers who must travel for grant-related work. This identifies traveler, date(s) of travel, mileage, lodging, per diem (cost of meals), airfare, parking, and other miscellaneous travel expenses. Receipts for all expenses are required. See the maximum allowable travel rates below. DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process Allowable Travel Rates The Commission will reimburse a participant traveling for purposes of the program when identified in the Application. Since travel allowances may vary among federal, state or local organizations, a traveler will be reimbursed the lowest allowed amount. Check with a representative of your local government to verify local rates. Receipts for all expenses must accompany request for reimbursement. Lodging: $96/night* Mileage: $$0.575/mile for Personal Vehicle Use (Effective 1/1/2020 to 12/31/2020) Per Diem: $55/day* *Lodging and meal rates may vary upon location. To check the current rates for your location, please visit the U.S. General Services Administration web site at: www.gsa.gov/portal/category/21287 DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process Forms and Templates The following are versions of time sheets, travel records and donated materials forms. Although it is not necessary to use these specific forms, it is necessary to record the name of the laborer, name of supervisor, date(s) of work/travel/donation(s), and value of time/donation(s) on any form used. If desired, THC staff will review any proposed format to ensure compliance with these requirements. DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process BILLING STATEMENT FORMAT [Date] TO: Texas Historical Commission Attn: CLG Grants P.O. Box 12276 Austin, TX 78711-2276 FROM: [Name & Address of Certified Local Government] TAX IDENTIFICATION NUMBER: _________________ RE: CLG Billing Enclosed is documentation to support a billing for $[amount] to cover work done under the grant contract number TX-20-[XXX] dated [initial date of contract] for [activity] as identified in the Project Notification received as part of the contract. I certify no other Federal funds were used for either the match or actual expenditures incurred during the execution of this project. Please send the above amount to: [Name & Address of Grantee and/or department to receive funds] PROPOSED ACTUAL Federal Match Federal Match Activity Activity Activity Sincerely, ____________________________________ (Original Signature) [Name] [Title/Office] Enclosures: [time sheets] [receipts] [cancelled checks or copies of bank statements] [copies of final products] DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process EMPLOYEE TIME SHEET Name _____________________ Historic Preservation Commission/Organization ____________________________ TIME SHEET Date Project/Activity Hours X Rate = Total Totals PROJECT OR ACTIVITY EXPENSES Date Project/Activity Item (attach receipt) Amount MILEAGE RECORD Date Project/Activity Odometer Start Odometer Finish Total Miles X $.475 I certify that the work donated towards the completion of this project was not used as match for any other project and that it was completed during the grant period. ______________________________________________________________________________ Employee Date Supervisor Date DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process TRAVEL RECORD Name: ____________________________________ Purpose: __________________________________ DATE AND TIME OF DEPARTURE ORIGIN/ DESTINATION PER DIEM LODGING OTHER (IDENTIFY) TRANSPORTATION (RENTAL, CAB, etc.) Totals: Auto miles: ______________ miles X $.485/mile = ______________ Total Amount for Travel: ________________ _______________________________________ ______________ Traveler Date _______________________________________ ______________ Supervisor Date Enc.: Receipts DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process DONATED LABOR (VOLUNTEER) TIME SHEET __________________________________ Project Name __________________________________ _____________________________ Name of Volunteer Type of Work Performed Hourly rate based on _____________________________________________________________________ A person donating time to a project will be paid at minimum wage unless professionally skilled in the work being performed on the project (photographer taking pictures or data entry done by skilled person). When this is the case, the wage rate the individual is normally paid for performing this service may be charged to the project. DATE DESCRIPTION OF WORK NUMBER OF HOURS X RATE = Value of Donation: I certify that the work donated towards the completion of this project was not used as match for any other project and was completed during the grant period. _______________________________________ ______________ Signature of Volunteer Date _______________________________________ ______________ Signature of Supervisor Date DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process DONATED MATERIAL AND EQUIPMENT ____________________________________ Project Name ____________________________________ Donor Description of Material/Equipment Donated Date of Donation Fair Value Basis of Value Total Value of Donation: _______________________________________ ______________ Signature of Donor Date _______________________________________ ______________ Project Supervisor Date DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process ATTACHMENT H SAMPLE PROJECT COMPLETION REPORT TEXAS CERTIFIED LOCAL GOVERNMENT (CLG) PLANNING PROJECT COMPLETION REPORT submitted to the Texas Historical Commission Project Name: Design Standards for the Peanut Historic District Location: Pecanville, Texas Project Number: TX-20-0XX DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process PART 1. PROPERTY AND OWNERSHIP IDENTIFICATION A. Official project title: Design Standards for the Peanut Historic District B. Project number: TX-20-0XX C. Grant Recipient and address: Mayor I. M. Goode 100 N. Main Street Pecanville, Texas 78123 D. Professional Consultant(s): Sue Z. Que Consulting, Inc. 102 N. Main Street Pecanville, Texas 78123 PART 2. FISCAL REPORT A. Final work-cost breakdown: Project Leader $2,500.00 Planner Technician (Graphics Support) 2,000.00 Office Manager 500.00 Preservation/Planning/Marketing Consultant 8,000.00 Printing/Copying 2,000.00 TOTAL $15,000.00 Texas Certified Local Government Grant monies expended: $5,000.00 City of Pecanville Revenue expended: $10,000.00 B. List by donor, source, kind, and amount for each of the other funding sources: Donor: City of Pecanville Source: City Revenue Kind: Cash Amount: $10,000.00 DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process PART 3. ACKNOWLEDGEMENT All materials generated for public use under this grant include the following statement: This project was funded in part through a Certified Local Government Grant from the National Park Service, U. S. Department of the Interior, as administered by the Texas Historical Commission. The contents and opinions, however, do not necessarily reflect the views and policies of the Department of the Interior, nor does the mention of trade names or commercial products constitute endorsement or recommendation by the Department of the Interior. This program receives Federal funds from the National Park Service. Regulations of the U. S. Department of the Interior strictly prohibit unlawful discrimination in departmental Federally Assisted Programs on the basis of race, color, national origin, age, or handicap. Any person who believes he or she has been discriminated against in any program, activity, or facility operated by a recipient of Federal assistance should write to: Director, Equal Opportunity Program, U. S. Department of the Interior, Nat ional Park Service, P. O. Box 37127, Washington, DC 20013 -7127. PART 4. PROJECT NARRATIVE The scope of work as originally planned was ….… The following changes were made to the scope of work…… The following amendments with dates and reason for amendment were made for this project…. The following is a brief description of the expenditures on this project …. The following explains the differences between originally planned costs and actual costs. . DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process PART 5. MATERIALS INDEX Index Number View Date Produced A1 1 bound copy of design standards 5/20/2020 A2 1 electronic copy of the design standards 5/20/2020 Prepared by: _____________________________________ Date:_________________________ DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process ATTACHMENT M ESTIMATED PROJECT BUDGET GRANT RECIPIENT: City of Corpus Christi TOTAL PROJECT COST: $50,000 GRANT NUMBER: TX-20-10035 FEDERAL SHARE: $25,000 PROJECT TITLE: Preservation Plan NONFEDERAL SHARE: $25,000 PROJECT ACTIVITY FEDERAL SHARE CASH MATCH IN-KIND MATCH TOTAL Update to the city preservation plan $ 25,000 $ 25,000 $ [AMOUNT] $ 50,000 [BUDGET ITEM] $ [AMOUNT] $ [AMOUNT] $ [AMOUNT] $ [AMOUNT] [BUDGET ITEM] $ [AMOUNT] $ [AMOUNT] $ [AMOUNT] $ [AMOUNT] [BUDGET ITEM] $ [AMOUNT] $ [AMOUNT] $ [AMOUNT] $ [AMOUNT] [BUDGET ITEM] $ [AMOUNT] $ [AMOUNT] $ [AMOUNT] $ [AMOUNT] [BUDGET ITEM] $ [AMOUNT] $ [AMOUNT] $ [AMOUNT] $ [AMOUNT] [BUDGET ITEM] $ [AMOUNT] $ [AMOUNT] $ [AMOUNT] $ [AMOUNT] TOTALS $ 25,000 $ 25,000 $ [TOTAL] $ 50,000 DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process ATTACHMENT N SUBCONTRACTS If the Grantee is not doing the actual work, it must execute a contract with a subcontractor. All subcontracted services and products must be procured according to Federal procurement standards set forth in Chapter 17 of the Historic Preservation Fund (HPF) Grants Manual and 2 CFR Part 200.317- 200.326. The THC will verify that Federal procurement standards have been met, and will issue a Notice to Proceed Letter to the Grantee once the following has been completed: • Approval of the Grantee’s Request for Proposal (RFP), if applicable • Approval of the executed contract between the Grantee and subcontractor • Receipt of Attachment D.1: Assurances for Consultants or Subcontractors signed by subcontractor • Receipt of the procurement method checklist (see below) Procurement Method Checklist: _____Subcontractors meet the Standards for Professional Qualifications (Attachment C). _____Subcontractors have signed the Assurances for Consultants and Subcontractors (Attachment D.1). _____Copies of all contracts between the Grantee and any subcontractors have been sent to the Texas Historical Commission (THC). _____Grantee understands that subcontractors must be employed in a way that encourages competition to the maximum extent possible. _____Grantee understands that it must retain copies of RFPs, solicitations for price quotes, lists of who they were sent to, lists of responders (bidders), price quotes, and justification for selections as documentation that the method for selecting a subcontractor was in accordance with Federal procurement requirements. _____Grantee understands that it shall use its own procurement procedures which reflect applicable state and local laws and regulations, provided that procurements conform to the standards set forth in the HPF Grants Manual and Federal laws. Methods of Procurement (please select which procurement method was used by the Grantee): _____ 1. Small Purchase (acceptable for purchases under $250,000) a. Solicitation for price quotes was approved by the THC. Yes/No b. Price quotes were obtained from an adequate number of qualified sources. Yes/No _____ 2. Competitive Sealed Bids a. Request for Proposals (RFP) was approved by the THC. Yes/No b. RFP was formally advertised. Yes/No c. Sufficient time was given prior to the date set for opening of bids (generally 20-30 days). Yes/No d. Bids were solicited from an adequate number of known suppliers Yes/No DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process _____ 3. Competitive Negotiation a. Request for Proposals (RFP) was approved by the THC. Yes/No b. Proposals were solicited from an adequate number of known suppliers Yes/No c. RFP was publicized. Yes/No _____4. Noncompetitive Negotiation (Select the applicable circumstance and provide a detailed explanation of why the Grantee’s procurement method was justified.) _____ (a.) The item is available only from a single source _____ (b.) Public exigency or emergency _____ (c.) The THC and National Park Service authorized, in writing, noncompetitive negotiation because of compelling special circumstances; or, _____ (d.) After solicitation of a number of sources, competition was determined inadequate PROJECT MANAGER CERTIFICATION: Signature Typed Name & Title Date DocuSign Envelope ID: 9FF02B8A-33A6-497B-BD7C-DD38EA6117A4 In Process Ordinance accepting a $25,000 grant from the Texas Historical Commission Certified Local Government program for the Historic Preservation Plan Update project with a City match of $25,000; appropriating $25,000 for City matching funds; and amending the Operating Budget by increasing expenditures by $25,000. Ordinance City Council June 23, 2020 2 Ordinance The Texas Historical Commission’s Certified Local Government program is awarding the City of Corpus Christi a $25,000 match to update the City’s Historic Preservation Plan. •This project will update the 1995 Historic Preservation Plan, expanding on goals, objectives, and action steps to achieve preservation-based economic development in Corpus Christi, Texas. 3 Ordinance The HistoricPreservation Plan Update will: •Promote heritage tourism, preservation-based economic development, and heritage education •Assess historic preservation as an urban design strategy •Recommend updates to the Unified Development Code and provide toolkits for substantial rehabilitation,including but not limited to economic and regulatory incentives. 4 Grant Total Project Cost:$50,000 State CLG Match (50%):$25,000 Local Match (50%):$25,000 Planning/ESI Department Contract Term:Ends December 31, 2021 5 Approval Recommendation DATE: June 12, 2020 TO: Peter Zanoni, City Manager FROM: Kevin Norton, Director of Water Utilities KevinN@cctexas.com 361-826-1874 STAFF PRESENTER(S): Name Title/Position Department 1. Kevin Norton Director of Water Utilities Water Utilities 2. Miles Risley City Attorney Legal 3. Daniel Deng Assistant Director Wastewater Water Utilities OUTSIDE PRESENTER(S): None ISSUE: In 2020, the City expects to enter into a 15-year Consent Decree with the US Environmental Protection Agency (EPA), US Department of Justice, and the State of Texas with a goal of improving the Wastewater System throughout the City. BACKGROUND: The City had a history of numerous SSOs, which resulted in the EPA initiating a multi-million- dollar enforcement effort against the City in 2008. In response and to combat the high numbers of SSOs, the City began an intensive program to clean, refurbish, and upgrade the Wastewater Collection and Treatment Plant systems, with work executed by City staff and contractors. The City negotiated for over 10 years with the EPA to ensure that the Consent Decree is cost-effective and that the requirements are well-defined and achievable within the 15-year timeframe. Approximately $83 million has already been invested in Consent Decree work, and since 2008 the City significantly reduced the number of SSOs from over 1,400 per year to approximately 100 per year. Intent is to present the Consent Decree to City Council by August 2020 for approval and appropriation of funds. After City Council approval, the Consent Decree will be filed in federal court. The Consent Decree will formally take effect for the City after the federal court review and approval process is complete, which is expected to be late-2020. LIST OF SUPPORTING DOCUMENTS: PowerPoint – Wastewater System Consent Decree Presentation Proposed Consent Decree Wastewater System Consent Decree Presentation AGENDA MEMORANDUM City Council Meeting of June 23, 2020 IN THE UNITED STATES DISTRICT COURT FOR THE SOUTHERN DISTRICT OF TEXAS CORPUS CHRISTI DIVISION ____________________________________ ) UNITED STATES OF AMERICA and ) STATE OF TEXAS, ) ) Plaintiffs, ) Civil Action No. ______________ ) ) v. ) ) CONSENT DECREE CITY OF CORPUS CHRISTI, ) ) Defendant. ) ) ____________________________________ ) TABLE OF CONTENTS I. JURISDICTION AND VENUE .................................................................................. 2 II. APPLICABILITY ........................................................................................................ 3 III. PURPOSE .................................................................................................................... 4 IV. DEFINITIONS ............................................................................................................ 4 V. REMEDIAL MEASURES, PRIORITIZATION, AND SCHEDULES .................... 12 VI. REVIEW OF DELIVERABLES ............................................................................... 45 VII. REPORTING REQUIREMENTS ............................................................................. 48 VIII. CIVIL PENALTY ..................................................................................................... 49 IX. STIPULATED PENALTIES ..................................................................................... 51 X. EFFECT OF SETTLEMENT/RESERVATION OF RIGHTS.................................. 57 XI. FORCE MAJEURE ................................................................................................... 59 XII. DISPUTE RESOLUTION ......................................................................................... 61 XIII. RIGHT OF ENTRY AND RECORD RETENTION ................................................ 65 XIV. COSTS AND ATTORNEYS’ FEES ......................................................................... 66 XV. NOTICES .................................................................................................................. 67 XVI. CERTIFICATION ..................................................................................................... 69 XVII. EFFECTIVE DATE ................................................................................................... 69 XVIII. RETENTION OF JURISDICTION ........................................................................... 69 XIX. MODIFICATION ...................................................................................................... 70 XX. TERMINATION ........................................................................................................ 72 XXI. PUBLIC PARTICIPATION ...................................................................................... 75 XXII. SIGNATORIES/SERVICE ....................................................................................... 75 XXIII. INTEGRATION/APPENDICES ............................................................................... 76 XXIV. FINAL JUDGMENT ................................................................................................. 76 1 WHEREAS, Plaintiffs the United States of America (“United States”), on behalf of the United States Environmental Protection Agency (“EPA”), and the State of Texas (“State”), acting at the request of and on behalf of the Texas Commission on Environmental Quality (“TCEQ”), have filed a Complaint in this action concurrently with this Consent Decree, alleging that the Defendant, the City of Corpus Christi, Texas (“City”), violated the federal Clean Water Act (“Act” or “CWA”), 33 U.S.C. § 1251 et seq., Chapter 26 of the Texas Water Code (“TWC”), and the regulations promulgated under both the CWA and the TWC; WHEREAS, the Complaint alleges that the City violated, and will continue to violate, the Act and the TWC by: (1) exceeding effluent limitations and other conditions established in National Pollutant Discharge Elimination System (“NPDES”) permits issued by the State to the City pursuant to Section 402 of the CWA, 33 U.S.C. § 1342 (“TPDES Permits”), for its six municipal Waste Water Treatment Plants (“WWTPs”) located in and around the City of Corpus Christi, Texas; and (2) discharging pollutants, including sewage; WHEREAS, the City has developed, calibrated, and verified a hydraulic model of its Sewer Collection System, and EPA has determined that, as of the Date of Lodging, the model adequately represents the system; WHEREAS, the City has been implementing a number of programs to upgrade, operate and maintain its Sewer Collection System and WWTPs and these programs are targeted at preventing and responding to Sanitary Sewer Overflows and exceedances of effluent limits found in its TPDES Permits; WHEREAS, the City does not admit any facts or liability to the United States, the State or any third party arising out of the transactions or occurrences alleged in the Complaint; 2 WHEREAS, the State is a Plaintiff in this action pursuant to Section 309(e) of the CWA, 33 U.S.C. § 1319(e); WHEREAS, TCEQ has been authorized by EPA to administer the NPDES program in Texas pursuant to Section 402(b) of the CWA, 33 U.S.C. § 1342(b); WHEREAS, the Parties desire to avoid litigation and to work cooperatively on CWA compliance issues relating to the City’s Sewer Collection System and the City’s WWTPs; WHEREAS, the Parties recognize this Consent Decree is in the interests of justice, a transparent resolution, and consistent with the impartial rule of law and fundamental constitutional principles, including federalism and control of state governments by their democratically elected leaders. While the City has proposed and agreed to make significant improvements to its infrastructure, this Consent Decree is narrowly tailored to achieve the improvements necessary to remedy alleged violations of federal and state law; it is not being used to accomplish other policy goals or obtain relief that is unrelated to the alleged violations; WHEREAS, the Parties recognize, and the Court by entering this Consent Decree finds, that this Consent Decree has been negotiated by the Parties in good faith and will avoid litigation between the Parties, and that this Consent Decree is fair, reasonable, and in the public interest; NOW, THEREFORE, with the consent of the Parties, IT IS HEREBY ADJUDGED, ORDERED, AND DECREED as follows: I. JURISDICTION AND VENUE This Court has jurisdiction over the subject matter of this action pursuant to Sections 309(b) and 504(a) of the CWA, 33 U.S.C. §§ 1319(b) and 1364(a), and 28 U.S.C. §§ 1331, 1345 and 1355, and over the Parties. Venue lies in this District, pursuant to Section 309(b) of the CWA, 33 U.S.C. § 1319(b), and 28 U.S.C. §§ 1391(b) and 1395(a), because it is the judicial district where the City is located and where the alleged violations occurred. For 3 purposes of this Consent Decree, or any action to enforce this Consent Decree, the City consents to the Court’s jurisdiction over the City, this Consent Decree, and any action to enforce this Consent Decree. The City further consents to venue in this judicial district. For purposes of this Consent Decree, the City agrees not to contest that the Complaint states claims upon which relief may be granted under the CWA and the TWC. II. APPLICABILITY The provisions of this Consent Decree shall apply to, and are binding upon, the United States and the State, and upon the City and its successors, assigns, or other entities or persons otherwise bound by law. No transfer of ownership or operation of any portion of the City’s Wastewater Collection and Treatment System (“WCTS”), whether in compliance with the procedures of this Paragraph or otherwise, shall relieve the City of its obligation to ensure that the terms of this Consent Decree are implemented unless: (a) the transferee agrees to undertake the obligations of the Consent Decree and to be substituted for the City as a Party under the Consent Decree and thus be bound by the terms thereof, and (b) the United States and the State consent to the transfer and to relieve the City of its obligations under the Consent Decree. Any dispute concerning a decision by the United States or the State to refuse to approve the substitution of the transferee for the City shall be considered a dispute concerning modification and shall be resolved pursuant to Paragraph 110. Within sixty (60) Days after the Effective Date of the Consent Decree, the City shall provide a copy of this Consent Decree to all officers, employees, and agents whose duties might reasonably include compliance with any provision of this Consent Decree, as well as to any contractor or consultant retained to perform Work required under this Consent Decree. The City may satisfy this requirement by providing an electronic copy of this Consent Decree to the 4 required officers, employees, agents, contractors, and/or consultants, or by providing an electronic link to a website where the Consent Decree is posted. The City shall condition any contract to perform Work required under this Consent Decree upon performance of the Work in conformity with the terms of this Consent Decree. Any action taken by any contractor or consultant retained to implement the City’s obligations under this Consent Decree shall be considered an action of the City solely for purposes of determining compliance with this Consent Decree. In an action to enforce this Consent Decree, the City shall not assert as a defense against the United States and/or the State the failure of any of its officers, directors, employees, agents, contractors, consultants, successors, or assigns, to take any action necessary to comply with the provisions of this Consent Decree. However, this Consent Decree shall not limit the City’s right to take all appropriate action against any such person or entity that causes or contributes to the City’s act or failure to act. III. PURPOSE The express purpose of the Parties entering into this Consent Decree is for the City to take all necessary measures to achieve full compliance with the CWA, the TWC, and regulations promulgated thereunder, as well as full compliance with the City’s TPDES Permits. All plans, reports, construction, remedial maintenance, operational requirements, and other obligations in this Consent Decree, and in any amendment to this Consent Decree, shall have the objective of ensuring that the City complies with the CWA and TWC, all applicable federal and state regulations, and the terms and conditions of the City’s TPDES Permits. IV. DEFINITIONS Terms used in this Consent Decree that are defined in the CWA or the regulations promulgated under the CWA shall have the meanings assigned to them in the CWA or such 5 regulations, unless otherwise provided in this Consent Decree. Whenever the terms set forth below are used in this Consent Decree, including the attached appendices, the following definitions shall apply: a. “Building/Private Property Backup” shall mean a wastewater release or backup into a building or onto private property that is caused by blockages, flow conditions, or other malfunctions in the WCTS. A wastewater release or backup into a building or onto private property that is caused by blockages, flow conditions, or other malfunctions of a Private Lateral is not a Building/Private Property Backup for purposes of this Decree. b. “Capacity Constraint” shall mean those discrete components, or groups of components, of the City’s Sewer Collection System that are determined by the City, consistent with Section V and Appendix D (Capacity Assessment and Remedial Measures Approach), to have verified deficiencies that have: i) caused or significantly contributed to previous capacity-related SSOs due to wet weather events or ii) that are likely to cause or significantly contribute to future capacity- related SSOs due to wet weather events, as defined in Appendix D (Capacity Assessment and Remedial Measures Approach). c. “CCTV” shall mean closed circuit television. d. “City” shall mean the Defendant, the City of Corpus Christi, Texas. e. “CWA” shall mean the Clean Water Act, formally titled the Federal Water Pollution Control Act, as amended, 33 U.S.C. §§ 1251 et seq. f. “CMOM Plan” shall mean the City’s Capacity, Management, Operation and Maintenance Plan that was approved by EPA prior to the Date of Lodging. 6 g. “Complaint” shall mean the complaint filed by the Plaintiffs in this case. h. “Consent Decree” or “Decree” shall mean this Consent Decree and all appendices attached hereto, as listed in Section XXIII (Integration/Appendices). i. “Consolidation Impacted Sub-basins” shall mean WCTS Sub-basins that will be impacted by any WWTP consolidation or construction projects. j. “Date of Lodging” shall mean the date this Consent Decree is filed for lodging with the Clerk of the Court for the United States District Court for the Southern District of Texas. k. “Day” or “Days” shall mean a calendar day or calendar days unless expressly stated to be a business day. In computing any period of time under this Consent Decree, where the last day would fall on a Saturday, Sunday, or federal or state holiday, the period shall run until the close of business of the next business day. l. “Deliverable” shall mean any written document required to be submitted by or on behalf of the City to EPA and/or TCEQ pursuant to this Consent Decree. m. “Effective Date” shall have the meaning provided in Section XVII (Effective Date). n. “EPA” shall mean the United States Environmental Protection Agency and any of its successor departments or agencies. o. “EPA Denial” shall mean EPA final action disapproving the 2018 TCEQ- adopted Texas Surface Water Quality Standards relating to Segments 2485 – Oso Bay and 2486 – Blind Oso Bay, pursuant to 40 C.F.R. § 131.21(a). p. “FOG” shall mean fats, oils, and grease. 7 q. “Force Main” shall mean any City-owned or operated pipe that receives and conveys, under pressure, wastewater from the discharge side of a pump. A Force Main is intended to convey wastewater under pressure. r. “Gravity Sewer Main” shall mean a City-owned or operated pipe that receives, contains and conveys wastewater not normally under pressure and that is intended to flow unassisted under the influence of gravity. For purposes of this Consent Decree, a Private Lateral is not a Gravity Sewer Main. s. “Gravity Sewer Main Segment” shall mean the full length of a Gravity Sewer Main between two manholes. t. “Hydraulic Model” shall mean the hydraulic model of the City’s Sewer Collection System that the City developed, calibrated and verified, and that EPA determined adequately represents, as of the Date of Lodging, the City’s Sewer Collection System. u. “Integrated Plan” shall mean an Integrated Plan developed by the City in accordance with the EPA guidance titled “Integrated Municipal Stormwater and Wastewater Planning Approach Framework” dated June 5, 2012 (the “EPA Framework”). v. “Large Diameter Gravity Sewer Main” shall mean a Gravity Sewer Main within the Sewer Collection System that is twenty-four (24) inches or greater in diameter. w. “Oso WWTP Alternative” shall mean the rerouting of flows of wastewater from the existing Oso WWTP as a result of an EPA Denial and in accordance with the procedures set forth in Paragraph 32 of this Consent Decree. 8 x. “Oso Alternative Impacted Sub-basins” shall mean Sub-basins that will be impacted by any Oso WWTP Alternative projects. y. “Paragraph” shall mean a portion of this Consent Decree identified by an Arabic numeral. z. “Parties” shall mean the United States, the State of Texas, and the City. aa. “Prioritization Approach” shall mean the methodology for prioritizing Subdivisions for cleaning and inspection set forth in Appendix C (Prioritization Approach). bb. “Priority Projects” shall mean Condition Remedial Measures for Small Diameter Gravity Sewer Mains, Force Mains, manholes, air relief valves, and lift stations that require implementation of Condition Remedial Measures to avoid the occurrence of an SSO anticipated to occur before the submission of the Condition Remedial Measures Plan cc. “Private Lateral” shall mean a sanitary sewer or wastewater collection line not owned by the City that conveys sewage or wastewater from a building or buildings to the Sewer Collection System. dd. “Remedial Measures” shall mean Sewer Collection System improvements identified by the City for implementation, pursuant to Section V of this Consent Decree, to address condition- and/or capacity-related deficiencies within the Sewer Collection System. Remedial Measures include, but are not limited to, spot repairs, trenchless sewer rehabilitation, sewer replacement, and repair or reconstruction. Remedial Measures meant to address condition-related deficiencies will be referred 9 to as “Condition Remedial Measures.” Remedial Measures meant to address capacity-related deficiencies will be referred to as “Capacity Remedial Measures.” ee. “SSO” shall mean any overflow, spill, or release of wastewater from, or caused by conditions in, the Sewer Collection System. SSOs shall include: i. discharges to waters of the United States or into or adjacent to Waters in the State of Texas from the City’s Sewer Collection System; and ii. any release of wastewater from the City’s Sewer Collection System to public or private property that does not reach waters of the United States or Waters in the State of Texas, including Building/Private Property Backups; ff. “Section” shall mean a portion of this Consent Decree identified by a Roman numeral. gg. “Sewer Collection System” shall mean the municipal wastewater collection, retention, and transmission systems, including all pipes, interceptors, Force Mains, Gravity Sewer Mains, lift stations, pumping stations, manholes and appurtenances thereto, that are owned or operated by the City. For purposes of this Consent Decree, the Sewer Collection System does not include Private Laterals. hh. “Sewershed” shall mean a section of the City’s Sewer Collection System that is a distinct drainage or wastewater collection area and has been designated as such by the City. For purposes of this Consent Decree, the City has the following six Sewersheds: i. the Allison Sewershed; ii. the Broadway Sewershed; 10 iii. the Greenwood Sewershed; iv. the Laguna Madre Sewershed; v. the Oso Sewershed; and vi. the Whitecap Sewershed. ii. “Small Diameter Gravity Sewer Main” shall mean a Gravity Sewer Main within the Sewer Collection System that is less than twenty-four (24) inches in diameter. jj. “State” shall mean the State of Texas. kk. “Sub-basin” shall mean a portion of the City’s Sewer Collection System served by a single lift station or a designated portion of the City’s Sewer Collection System, as identified by the City. ll. “Subdivisions” are the approximately 1,700 distinct areas that together make up the Sewer Collection System. Each of these areas was constructed during a relatively short period such that the asset materials, methods of construction, design, soil conditions, and asset ages are similar and there is generally a single defined downstream terminus per Subdivision. mm. “TCEQ” shall mean the Texas Commission on Environmental Quality and any of its successor departments or agencies. nn. “TPDES Permits” shall mean Texas Pollutant Discharge Elimination System permits issued to the City for the WWTPs. oo. “United States” shall mean the United States of America, acting on behalf of EPA. 11 pp. “WCTS” shall mean the combined total of all WWTPs and the Sewer Collection System. qq. “WWTP(s)” shall mean one or more of the following wastewater treatment plants operated by the City: i. The Allison Wastewater Treatment Facility (“Allison WWTP”), located at 4101 Allison Drive in the northwest portion of the City of Corpus Christi, Texas, approximately 1 mile north of Interstate Highway 37 in Nueces County, Texas; ii. The Broadway Wastewater Treatment Facility (“Broadway WWTP”), located at 1402 West Broadway, approximately 3,000 feet east of the intersection of Broadway and North Port Avenue in the City of Corpus Christi in Nueces County, Texas; iii. The Greenwood Wastewater Treatment Facility (“Greenwood WWTP”), located at 6541 Greenwood Drive, at the intersection of State Highway 357 (a/k/a Saratoga Blvd.) and Greenwood Drive, about 1.5 miles south of South Padre Island Drive, in the City of Corpus Christi in Nueces County, Texas; iv. The Laguna Madre Wastewater Treatment Facility (“Laguna Madre WWTP”), located at 201 Jester Street, approximately 0.5 miles east of the intersection of Jester Street and N.A.S. Drive in the City of Corpus Christi in Nueces County, Texas; 12 v. The Oso Wastewater Treatment Facility (“Oso WWTP”), located at 501 Nile Drive, at the intersection of Nile Drive and Ennis Joslin Road, in the City of Corpus Christi in Nueces County, Texas; and vi. The Whitecap Wastewater Treatment Facility (“Whitecap WWTP”), located at 13409 Whitecap Boulevard at the west end of Whitecap Boulevard on Padre Island within the City of Corpus Christi in Nueces County, Texas. rr. “Work” shall mean the activities the City is required to perform under this Consent Decree until the termination of this Consent Decree. V. REMEDIAL MEASURES, PRIORITIZATION, AND SCHEDULES No later than the Effective Date of this Consent Decree, the City shall initiate the Work required by this Consent Decree. Unless otherwise specified in this Consent Decree, the City shall complete all Work no later than fifteen (15) years from the Effective Date. Additionally, the City shall meet the following interim deadlines: a. By no later than two (2) years after the Effective Date, the City will inspect and assess, in accordance with Paragraph 19 (Inspection Assessment Criteria), all Force Mains and Force Main air relief valves in the WCTS; b. By no later than four (4) years after the Effective Date, the City will complete the following activities in accordance with Paragraphs 15 (Small Diameter Gravity Sewer Main Cleaning) and 19 (Inspection Assessment Criteria): i. Cleaning and inspection of all Small Diameter Gravity Sewer Mains in the Subdivisions prioritized using the Prioritization Approach, which includes all Subdivisions where one (1) or more structural or blockage-related SSO from a Gravity Sewer Main has occurred since 13 January 1, 2012, provided that the City shall clean and inspect no less than 450 miles of Small Diameter Gravity Sewer Mains pursuant to this requirement; ii. Inspection of all manholes associated with Large Diameter Gravity Sewer Mains in the WCTS; and iii. Inspection of all lift stations in the WCTS. c. By not later than six and a half (6.5) years after the Effective Date, the City shall complete all Priority Projects; d. By no later than ten (10) years after the Effective Date, the City shall complete all Gravity Sewer Main cleaning. e. By no later than ten (10) years after the Effective Date, the City shall complete all inspections of all Gravity Sewer Mains. Assets that fall into the categories identified in Paragraphs 9.a-e but are installed after the Effective Date may be inspected, assessed, cleaned, and maintained on schedules determined pursuant to the CMOM Plan required by Section V.F, rather than on the schedules set forth in Paragraph 9. All Work shall be performed in accordance with the Design Criteria for Wastewater Systems under Title 30 Chapter 217 of the Texas Administrative Code, 30 Tex. Admin. Code ch. 217, and using sound engineering practices to ensure that construction, management, operation and maintenance of the Sewer Collection System complies with the CWA. A. Capital Improvement Projects Completion of Existing Sewer Collection System Capital Improvement Projects. The City shall complete the existing capital projects listed at Appendix A (Capital Improvements Plan Projects) by the dates specified in Appendix A (Capital Improvements Plan Projects). The 14 City shall provide notice and certification to EPA, in accordance with the requirements of Section XV (Notices), when all projects identified in Appendix A have been completed. In each Annual Report required by Section VII (Reporting Requirements), the City shall include a progress update for each capital improvement project contained in Appendix A (Capital Improvements Plan Projects). B. Cleaning of Gravity Sewer Mains System-Wide Sewer Collection System Cleaning. The City shall implement a program of cleaning that results in the cleaning or inspection of every Gravity Sewer Main within the Sewer Collection System, including the Small Diameter Gravity Sewer Mains cleaned and inspected pursuant to Paragraph 9, within ten (10) years of the Effective Date (“System- Wide Cleaning Program”), except that the City is not required to clean Large Diameter Gravity Sewer Mains it otherwise inspects and assesses pursuant to Paragraph 16. For purposes of this Section, cleaning shall mean the removal of FOG, debris, roots, and/or any other deposits from the interior of any Gravity Sewer Main. “Cleaning Findings” are data and information gathered during initial and repeat inspections and cleanings of Gravity Sewer Mains, including, but not limited to, CCTV findings and SSO root-cause findings. For Gravity Sewer Main cleaning requirements, the city-owned portions of sewer laterals are not subject to the cleaning requirements within Paragraphs 14 through Paragraph 16, except as required by the City’s SSO Response Plan referenced in Paragraph 38. The System-Wide Cleaning Program shall be conducted in accordance with the provisions of this subsection V.B. and Appendix B (Corpus Christi System-Wide Cleaning Program Process and Guidelines). Small Diameter Gravity Sewer Main Cleaning. The City shall clean all Small Diameter Gravity Sewer Mains as follows: 15 a. All cleaning and inspection activities performed by the City since July 1, 2016 that conform to the requirements of Paragraphs 14 and 15 shall be credited towards the City’s compliance requirements under this Paragraph. b. The City shall clean Small Diameter Gravity Sewer Mains in Subdivisions prioritized using the Prioritization Approach on a schedule consistent with Paragraph 9.b.i and this Paragraph 15. c. Annual Minimum Cleaning Requirement. Each calendar year (prorated for any partial year after the Effective Date), the City shall clean, at a minimum, an amount of Small Diameter Gravity Sewer Mains (measured in pipe miles) equaling twelve (12) percent of the total number of pipe miles of all Small Gravity Sewer Mains. d. Repeat Cleanings and Evaluation of Cleaning Findings. The City shall continue to implement a repeat cleaning program (the “Hot Spot Program”) to re-clean specific Small Diameter Gravity Sewer Mains after initial cleaning of the Small Diameter Gravity Sewer Mains. Notwithstanding any existing requirements for determining the frequency of re-cleaning, after the Effective Date the frequency of re-cleaning as part of the Hot Spot Program shall be updated based on Cleaning Findings. Cleaning Findings shall also be used to evaluate the routine repeat cleaning frequency for each Small Diameter Gravity Sewer Main on an ongoing basis as part of the City’s CMOM Plan. e. The City may credit both the pipe miles of any initial cleaning and the pipe miles of any Hot Spot Program cleaning completed during a given calendar year toward the annual twelve (12) percent requirement of this subsection V.B., 16 without regard to whether the location of the initial cleaning and the location of the Hot Spot Program cleaning are physically overlapping and even if the same pipe segment or portion of a pipe is cleaned as part of the initial cleaning requirement and Hot Spot Program cleaning in the same calendar year. Large Diameter Gravity Sewer Main Cleaning. The City shall clean or inspect all Large Diameter Gravity Sewer Mains as follows: a. Initial Inspections. The City shall inspect all manholes providing access to Large Diameter Gravity Sewer Mains within four (4) years after the Effective Date. As part of each inspection, the City shall measure the depth of debris in the associated Large Diameter Gravity Sewer Main at the upstream and downstream manholes. b. Cleaning. The City shall clean each Large Diameter Gravity Sewer Main segment for which the depth of debris, measured at either the upstream or downstream manhole, exceeds twenty (20) percent of the pipe diameter. No less than thirty (30) percent of all Large Diameter Gravity Sewer Main segments for which the depth of debris exceeds twenty (20) percent shall be cleaned within six (6) years of the effective date and no less than sixty (60) percent of such sewer segments shall be cleaned within eight (8) years of the effective date. All such cleaning shall be completed within ten (10) years of the Effective Date. c. Re-inspection Frequency. Any Large Diameter Gravity Sewer Main segment found to have a depth of debris, measured at either the upstream or the downstream manhole, that exceeds twenty (20) percent of the pipe diameter shall be re-inspected within five (5) years of the date that Large Diameter 17 Gravity Sewer Main is inspected unless such main is cleaned within that five (5) year period, in which case it will be re-inspected within five (5) years of the date that main is cleaned. Re-cleaning and re-inspection frequencies for all other Large Diameter Gravity Mains will be determined as part of the CMOM Plan. d. All cleaning and inspection activities performed by the City since January 1, 2012 that conform to the requirements of this Paragraph shall be credited toward the City’s compliance requirements. Referral of Gravity Sewer Mains for CCTV Inspection. When Cleaning Findings indicate that any Gravity Sewer Main may have a significant structural defect, each such Gravity Sewer Main shall be inspected using CCTV and assessed in accordance with Appendix E (Condition Assessment and Remedial Measures Approach). A Gravity Sewer Main “may have significant structural defect” for purposes of this Paragraph if, inter alia: a. a cleaning tool cannot be passed through the pipe; b. pieces of broken pipe are observed at the downstream manhole; or c. a significant quantity of recently infiltrated soil is observed at the downstream manhole. C. Condition Assessment and Remedial Measures Approach The City shall conduct a system-wide inspection, assessment and Remedial Measures program that evaluates the structural condition of its Gravity Sewer Mains, manholes, Force Mains, and lift stations within the Sewer Collection System by implementing the inspection, assessment and Remedial Measures requirements of Paragraphs 19-27 . For Gravity Sewer Main inspection requirements, the full length of the city-owned portions of sewer laterals are not required to be inspected beyond what is typically visible during an inspection of a lateral 18 connection point to the Gravity Sewer Main. Condition defects identified within the city-owned portions of sewer laterals causing or significantly contributing to SSOs shall be addressed in a manner consistent with the SSO Response Plan and CMOM Plan. Based on the criteria included in the applicable following paragraphs, all such facilities inspected pursuant to Paragraph 19 shall be subject to: (a) the requirements of Paragraph 20 (Priority Projects), (b) the Condition Remedial Measures Alternatives Analyses, pursuant to Paragraph 23, or (c) the Performing Assets Program, pursuant to Paragraph 27. Inspection Assessment Criteria. a. Gravity Sewer Mains. The City shall inspect and assess, in accordance with the rating criteria set forth in Appendix E (Condition Assessment and Remedial Measures Approach) and the deadlines set forth in Paragraph 9, all Gravity Sewer Mains not installed, rehabilitated, or replaced more recently than ten (10) years prior to the Effective Date. Any Gravity Sewer Main that has been inspected after January 1, 2010, in a manner consistent with the requirements of Paragraphs 19.a.i and 19.a.ii and for which the City has retained video inspection records sufficient to allow identification of the applicable structural condition category listed in Appendix E (Condition Assessment and Remedial Measures Approach) shall be credited toward the City’s compliance with this subsection V.C., provided that the City has also completed an assessment for each such Gravity Main in accordance with Appendix E (Condition Assessment and Remedial Measures Approach) and has included the results of any such assessment in the Condition Assessment Report. 19 i. Large Diameter Gravity Sewer Main Inspection. For Large Diameter Sewer Main inspections, the City may use CCTV, sonar, 360-degree video, laser imaging, visual inspection, physical entry, or other techniques commonly used by other sewer management agencies. ii. Small Diameter Gravity Sewer Main Inspection. 1. CCTV Inspection of Gravity Sewer Mains. The City shall use CCTV to inspect the following Small Diameter Gravity Sewer Mains: a. All Small Diameter Gravity Sewer Mains inspected pursuant to Paragraph 9.b made of any material other than polyvinyl chloride (“PVC”). However, this paragraph does not apply to those Gravity Sewer Mains that have been slip-lined, CIPP lined, replaced, or pipe-burst, which are to be inspected pursuant to the requirements of Paragraphs 27 (Performing Assets Program) or 19.a.ii.3; b. Any Small Diameter Gravity Sewer Main referred in accordance with Paragraph 17 (Referral of Gravity Sewer Mains for CCTV Inspection); c. In Subdivisions addressed as part of the Performing Asset Program, all Small Diameter Gravity Sewer Mains that were installed before 1974 and are made of any material other than PVC. However, this paragraph does not apply to those Small Diameter Gravity Sewer Mains that have been slip-lined, 20 CIPP lined, replaced, or pipe-burst, which are to be inspected pursuant to the requirements of Paragraphs 27 (Performing Assets Program) and 19.a.ii.3; 2. In Subdivisions addressed as part of the Performing Asset Program, the City must use CCTV or pole camera(s) to inspect all Small Diameter Gravity Sewer Mains made of any material other than PVC that were installed between 1974 and 1982, inclusive. 3. All Other Small Diameter Gravity Sewer Mains. The City shall inspect all other Small Diameter Gravity Sewer Mains (i.e., PVC Small Diameter Gravity Sewer Mains, Performing Assets Small Diameter Gravity Sewer Mains installed between 1983 and the date ten (10) years prior to the Effective Date, inclusive, and Gravity Sewer Mains that have been slip-lined, CIPP lined, replaced, or pipe-burst) using one or more of the following techniques: a. CCTV, b. pole camera, c. smoke testing, d. review of information from sewer cleaning, e. dye t esting, f. mechanical proofing, and g. other techniques commonly used by other sewer management agencies. 21 When inspections conducted using any of the non-CCTV techniques listed above indicate that structural defects may be present, the City shall inspect the affected Gravity Sewer Main Segment using CCTV. b. Manholes. The City shall visually inspect all manholes except those for which it has documentation of a visual inspection conducted after January 1, 2010, sufficient to assess the physical condition of the manhole. All inspections of manholes associated with Small Diameter Gravity Sewer Mains shall be conducted during the same time frame used for the inspection of the associated Small Diameter Gravity Sewer Main, or sooner. The City shall assess the condition of each inspected manhole in accordance with Appendix E (Condition Assessment and Remedial Measures Approach). c. Force Mains and Air Relief Valves. The City shall inspect and assess each Force Main in the Sewer Collection System, together with its air relief valves in accordance with the criteria below: i. Force Mains. All Force Mains shall be inspected by visually examining any exposed area of a Force Main and the ground surface over the entire length of buried Force Mains. When an examination of the exposed area of a Force Main or the ground surface over any Force Main reveals evidence of Force Main failure, the relevant section of Force Main shall be excavated and physically examined. Force Mains that have been inspected since 2015 in a manner consistent with the requirements of this Paragraph 19.c. and for which the City has retained inspection records suitable to identify the condition shall be credited toward the City’s 22 compliance with this subsection V.C., so long as any defects identified that are likely to cause or significantly contribute to the future occurrence of an SSO or SSOs are addressed pursuant to Paragraph 20 (Priority Projects) or subject to Condition Remedial Measures Alternatives Analysis. ii. Force Main Air Relief Valves. All air relief valves shall be inspected to identify defects that may cause or contribute to SSOs. Force Main air relief valves that have been inspected since 2015 and prior to the Effective Date in a manner consistent with this paragraph 19.c. and for which the City has retained inspection records suitable to identify the condition shall be credited toward the City’s compliance with this subsection V.C., so long as the City demonstrates that it has completed all repairs of defects that may cause or contribute to an SSO or SSOs identified in such inspections or completes such repairs within 180 Days after the Effective Date. d. Lift Stations. All lift station inspections shall be conducted using the lift station checklist included as Appendix E (Condition Assessment and Remedial Measures Approach) to this Consent Decree. Lift stations that have been inspected since 2015 for which the City has retained inspection records suitable to identify the condition category in accordance with Appendix E (Condition Assessment and Remedial Measures Approach) shall be credited toward the City’s compliance with this subsection V.C. 23 Priority Projects. Beginning on the Effective Date and continuing on an ongoing basis until four (4) years from the Effective Date, the City shall identify the Priority Projects using the results of all inspections performed pursuant to Paragraph 19 (Inspection Assessment Criteria), and any other source(s) of information reasonably available, including customer complaints, service calls, information discovered during the Wet Weather SSO Verification Process, Cleaning Findings, and conditions discovered during maintenance activities. a. Priority Projects shall include projects necessary to remediate: i. any defect that is: (1) causing any Small Diameter Gravity Sewer Main to be rated D or E, according to the applicable table in Appendix E (Condition Assessment and Remedial Measures Approach), and (2) likely to cause or significantly contribute to an SSO before the submission of the Condition Remedial Measures Plan; ii. any defect that is: (1) causing any manhole to be rated D or E, according to the applicable table in Appendix E (Condition Assessment and Remedial Measures Approach), and (2) likely to cause or significantly contribute to an SSO before the submission of the Condition Remedial Measures Plan; iii. any defect in any component of any lift station that: (1) receives a rating of “poor,” according to the applicable table in Appendix E, and (2) is likely to cause or significantly contribute to an SSO before the submission of the Condition Remedial Measures Plan; iv. any Force Main found to have a defect likely to cause or significantly contribute to an SSO before the submission of the Condition Remedial Measures Plan; 24 v. any air relief valve found to have a defect that may cause or contribute to an SSO shall be repaired as soon as practicable, but not longer than 180 Days after discovery or 180 Days after the Effective Date, whichever is later; and vi. any other defect the City identifies as having caused or significantly contributed to, or being likely to cause or significantly contribute to an SSO before the submission of the Condition Remedial Measures Plan. b. All Priority Projects shall be implemented as soon as practicable, and they must be completed not later than six and a half (6.5) years after the Effective Date, except as provided in Paragraph 20.c. Defects identified pursuant to this Paragraph that require remediation but have not caused and are not likely to cause or significantly contribute to an SSO before the submission of the Condition Remedial Measures Plan shall be identified and addressed in the Condition Remedial Measures Plan. c. Priority Projects that require permitting or coordination with Capacity Remedial Measures may be monitored and completed as part of the Capacity Remedial Measures Plan. Any Priority Project that meets the criteria of this Paragraph and which the City decides to monitor and complete as part of the Capacity Remedial Measures Plan shall be identified in writing to EPA in the Annual Report for the year in which the Priority Project is identified as needing such permitting or coordination. Priority Projects that meet the criteria of this Paragraph 20.c. and which are identified in writing to EPA are not required to be completed within six and a half (6.5) years after the Effective Date. 25 d. The range of solutions and techniques used to complete Priority Projects shall be consistent with Appendix E (Condition Assessment and Remedial Measures Approach), where applicable, and long term compliance with the CWA. Condition Assessment Report. Within four and a half (4.5) years of the Effective Date, the City shall submit to EPA for review and comment, in accordance with Section VI (Review of Deliverables), a report describing the results of the Condition Assessment and Remedial Program (“Condition Assessment Report”). The Condition Assessment Report shall list all assessments and Condition Remedial Measures completed during the first four (4) years after the Effective Date, and describe all Priority Projects. The Condition Assessment Report shall address the following Sewer Collection System assets: a. all Gravity Sewer Mains assessed in the first four (4) years after the Effective Date; b. all manholes associated with Small Diameter Gravity Sewer Mains inspected in the first four (4) years after the Effective Date; c. all manholes associated with Large Diameter Gravity Sewer Mains; d. all lift stations; e. all air relief valves; and f. all Force Mains. The Condition Assessment Report shall conform to the template included as Appendix F (Condition Assessment Report Template) to this Consent Decree. Condition Remedial Measures Alternatives Analysis. Following the submittal of the Condition Assessment Report, the City shall continue to analyze and assess the techniques available to address condition-related defects identified in the Sewer Collection System that were 26 not remediated pursuant to Paragraph 20 (Priority Projects). The City shall select Condition Remedial Measures for all assets identified as requiring remedial action based upon criteria such as the long‐term performance of the asset; the consequences of failure of the asset; the cost of maintaining the asset; the type and severity of the defect(s); the past performance of similar assets; and the historical operation and maintenance of the asset (e.g. overflows, inspections, Cleaning Findings, cleaning frequency, previous remediation, customer complaints, and other unique circumstances for each individual asset). The range of techniques shall be consistent with Appendix E (Condition Assessment and Remedial Measures Approach) and long term compliance with the CWA. Unless remediated pursuant to Paragraph 20 (Priority Projects), the following assets shall be included in the Condition Remedial Measures Alternative Analysis: a. all Gravity Sewer Mains rated D or E; b. all manholes rated D or E; c. any component of any lift station affecting the conveyance of waste water, as provided in the lift station checklist included as Appendix E (Condition Assessment and Remedial Measures Approach) to this Consent Decree, that receives a rating of “poor;” d. any air relief valve found to have a defect likely to cause or contribute to an SSO; and e. any Force Main found to have a defect likely to cause or contribute to an SSO. Condition Remedial Measures Plan. Within five and a half (5.5) years of the Effective Date, the City shall submit to EPA for review and approval, in accordance with Section VI (Review of Deliverables), a plan that identifies specific Condition Remedial Measures, monitoring mileage/count, and compliance schedules for completing Condition Remedial Measures for all assets subject to the Condition Remedial Measures Alternatives Analysis 27 (“Condition Remedial Measures Plan”) in accordance with Appendix E (Condition Assessment and Remedial Measures Approach). The schedule and prioritization for implementation of Condition Remedial Measures shall be based on: the severity of defects identified; frequency and history of SSOs; pipe size, age and material; maintenance history; appropriate grouping of Sewer Collection System assets for bid packages; scheduling practicalities; coordination with Capacity Remedial Measures; and other appropriate factors. Taking into account the factors listed in the preceding sentence, the City shall schedule Priority Projects as early as practicable in the schedule for Condition Remedial Measures. The Condition Remedial Measures Plan shall adhere to the format and content of the Condition Remedial Measures Plan Template provided in Appendix G (Condition Remedial Measures Plan Report Template). The Condition Remedial Measures Plan shall describe the City’s plans to implement all Condition Remedial Measures on a balanced annual basis and shall include a specific completion year for each project. All Condition Remedial Measures must be completed within fifteen (15) years of the Effective Date, except as set forth in Paragraphs 31 and 32. Condition Remedial Measures Implementation. The City shall implement the Condition Remedial Measures Plan following receipt of EPA’s written approval. The City shall complete all approved Condition Remedial Measures by the completion deadlines in the approved Condition Remedial Measures Plan. Any modifications to any approved Condition Remedial Measures Plan shall be made in accordance with Section XIX (Modification). Early Implementation of Condition Remedial Measures. The City may implement Condition Remedial Measures generated by and consistent with the process in Appendix E (Condition Assessment and Remedial Measures Approach) before receiving approval of the Condition Remedial Measures Plan or before the scheduled date of completion in an approved 28 Condition Remedial Measures Plan. EPA reserves the right to review and approve, in accordance with Section VI (Review of Deliverables), all Remedial Measures, including those completed before the submission of the Condition Remedial Measures Plan. All Remedial Measures shall be documented in the Annual Report for the year in which the Remedial Measures are completed. Performing Assets Program. Beginning on or before four (4) years after the Effective Date and continuing until all Condition Remedial Measures are completed, the City shall implement a program (“Performing Assets Program”) of inspection, assessment and remediation of all Gravity Sewer Mains and manholes associated with Small Diameter Gravity Sewer Mains that are in Subdivisions not prioritized using the Prioritization Approach and which were not inspected on a schedule consistent with Paragraph 9.b.i. A detailed description of the Performing Assets Program is included in the CMOM Plan. As part of the Performing Assets Program, the City shall: a. inspect and assess, in accordance with Paragraph 19.a and the rating criteria set forth in Appendix E (Condition Assessment and Remedial Measures Approach), all Gravity Sewer Mains in Subdivisions not prioritized using the Prioritization Approach and which were not inspected on a schedule consistent with Paragraph 9.b.i; b. inspect and assess, in accordance with Paragraph 19.b and the rating criteria set forth in Appendix E (Condition Assessment and Remedial Measures Approach), the condition of each manhole associated with a Small Diameter Gravity Sewer Main in Subdivisions not prioritized using the Prioritization Approach and which were not inspected on a schedule consistent with Paragraph 9.b.i; 29 c. analyze and assess the techniques available to address condition related defects identified pursuant to Paragraphs 27.a-b, and then select Condition Remedial Measures. Condition Remedial Measure selection shall be based upon criteria such as the long‐term performance of the asset; the consequences of failure of the asset; the life-cycle cost of maintaining the asset; the type and severity of the defect(s); the past performance of similar assets; and the historical operation and maintenance of the asset (e.g. overflows, inspections, Cleaning Findings, cleaning frequency, previous remediation, customer complaints, and other unique circumstances for each individual asset). The range of techniques selected shall be consistent with Appendix E (Condition Assessment and Remedial Measures Approach), as applicable, and long-term compliance with the CWA; and d. schedule and complete Condition Remedial Measures for all assets identified as requiring remedial action as part of the Performing Assets Program such that all Condition Remedial Measures are completed within fifteen (15) years of the Effective Date, except as set forth in Paragraphs 31 and 32. D. Capacity Assessment and Remedial Measures Approach System-Wide Sewer Collection System Capacity Assessment. The City shall conduct a system-wide capacity assessment of the Sewer Collection System (“Capacity Assessment”) in accordance with Paragraphs 28 through 29 and the Capacity Assessment and Remediation Program Process Guidelines in Appendix D (Capacity Assessment and Remedial Measures Approach). The purpose of the Capacity Assessment is to identify Capacity Constraints within the Sewer Collection System that have caused or significantly contributed to a 30 previous SSO or SSOs, or are likely to cause or significantly contribute to the future occurrence of SSOs. The Capacity Assessment shall evaluate the capacity of the Sewer Collection System using the following series of hydraulic modeling and investigative steps and in accordance with the requirements set forth in Appendix D (Capacity Assessment and Remedial Measures Approach): a. Wet Weather SSO Characterization. The City shall complete a process to determine whether prior wet weather SSOs that occurred during or immediately following rain events that exceed one (1) inch over a 24-hour period may have been wholly or partially caused by potential Capacity Constraints in the Sewer Collection System (“Wet Weather SSO Characterization Process”). As part of the Wet Weather SSO Characterization Process, the City shall evaluate each wet weather SSO that occurred during or immediately following a rain event that exceed one (1) inch over a 24-hour period in the four (4) years preceding the Effective Date through the date three (3) years after the Effective Date. The City shall complete its evaluation of each wet weather SSO in accordance with Appendix D (Capacity Assessment and Remedial Measures Approach), which may include, but is not limited to, the following actions: i. reviewing available records regarding the wet weather SSO; ii. discussions with staff that performed the post-wet weather SSO investigation; and iii. consulting with cleaning and repair crews to obtain information about maintenance issues and/or structural defects found at the wet weather SSO site. 31 b. The City shall categorize each SSO evaluated as part of the Wet Weather SSO Characterization Process as either category “A,” “B,” or “C” in accordance with Appendix D (Capacity Assessment and Remedial Measures Approach). c. If the Wet Weather SSO Characterization Process determines that a potential Capacity Constraint may have caused or significantly contributed to a wet weather SSO (Category A or B), the City shall perform field investigations in accordance with Paragraph 28.g. d. If the Wet Weather SSO Characterization Process determines that maintenance issues and/or condition-related issues caused, likely caused, or significantly contributed to a wet weather SSO (likely Category B or C), the City shall address such issues in accordance with the provisions contained in subsection V.B (Cleaning of Gravity Sewer Mains), subsection V.C (Condition Assessment and Remedial Measures Approach), or subsection V.F (CMOM) of this Consent Decree, as appropriate. e. Hydraulic Modeling Evaluation. The City shall use the Hydraulic Model to estimate the hydraulic capacities of the Sewer Collection System and compare these capacity estimates to flow estimates at existing and projected average and peak dry weather and wet weather flow levels (“Hydraulic Modeling Evaluation Process”). The City shall use the Hydraulic Modeling Evaluation Process to identify potential Capacity Constraints in discrete components or groups of components of the Sewer Collection System that are likely to cause or significantly contribute to the future occurrence of SSOs within the assessment parameters of the Hydraulic Model. 32 f. Consolidate and Prioritize Capacity Constraints. The City shall use the Wet Weather SSO Characterization Process and Hydraulic Modeling Evaluation Process as screening tools to identify all portions of the Sewer Collection System that have potential Capacity Constraints that may have caused or significantly contributed to previous SSOs and/or that may cause or significantly contribute to the future occurrence of SSOs. The City shall prioritize potential Capacity Constraint locations in accordance with the five- level scale set forth in Appendix D (Capacity Assessment and Remedial Measures Approach) and the City shall further evaluate each identified as a priority 1 through 4 potential Capacity Constraint location by conducting field investigations, as set forth in Paragraph 28.g and in accordance with the criteria described in Appendix D (Capacity Assessment and Remedial Measures Approach). g. Field Investigations. At each location having a priority 1 through 4 potential Capacity Constraint, based on the prioritization conducted pursuant to Paragraph 28.f, the City shall perform field investigation activities in accordance with the requirements of Appendix D (Capacity Assessment and Remedial Measures Approach), unless removed as a priority 1 through 4 potential Capacity Constraint based upon updated modeling consistent with such Appendix D or the City determines without field investigation that a Capacity Constraint actually exists. Other than potential Capacity Constraints removed as priority 1 through 4 potential Capacity Constraints based upon updated modeling, potential Capacity Constraints for which the City decides not 33 to perform field investigations shall be treated as Verified Capacity Constraints, as that term is defined below. Such field investigations shall be conducted in order of priority, pursuant to Paragraph 28.f. No later than four (4) years from the Effective Date, the City shall complete field investigations for each potential Capacity Constraint using appropriate field investigation techniques. The specific investigation activities to be performed for each such location shall be determined based on the available information for each location, in accordance with the process described in Appendix D (Capacity Assessment and Remedial Measures Approach). For each field investigation location, the City shall: i) monitor the Capacity Constraint location until at least one (1) rain event that exceeds one (1) inch over a 24-hour period occurs and, ii) based on whether the location exhibits a significant wet weather response, verify whether a Capacity Constraint within the hydraulic model’s assessment parameters exists (“Verified Capacity Constraints”). If no such wet weather event occurs at a field investigation location by four (4) years from the Effective Date, the City shall continue to monitor that location under the CMOM Plan required by subsection V.F (CMOM). h. Capacity Assessment Summary Report. By no later than four and a half (4.5) years from the Effective Date, the City shall submit to EPA for review and comment, in accordance with Section VI (Review of Deliverables), a report that summarizes the activities undertaken, a list of potential Capacity Constraints from the Hydraulic Model and Wet Weather SSO Characterization Process, and a list and map of Verified Capacity Constraints that were identified 34 as part of the Capacity Assessment (“Capacity Assessment Summary Report”) as of four (4) years from the Effective Date. The Capacity Assessment Summary Report shall conform to the format and provide the content required by the Capacity Assessment Report Template set forth in Appendix H (Capacity Assessment Report Template). If the Wet Weather SSO Characterization Process and Field Investigation Process (as identified in Appendix D (Capacity Assessment and Remedial Measures Approach)) determines that a wet weather SSO was most likely caused by a maintenance issue or condition-related issue (category B or C), the Capacity Assessment Summary Report shall summarize how those SSO locations have been addressed in accordance with subsection V.B (Cleaning of Gravity Sewer Mains), subsection V.C (Condition Assessment and Remedial Measures Approach), or subsection V.F (CMOM), as appropriate. i. Capacity Remedial Measures Alternatives Analysis. i. Following the submission of the Capacity Assessment Summary Report, the City shall complete an analysis of the available Remedial Measures to address Verified Capacity Constraints in accordance with the process and guidelines identified in Appendix D (Capacity Assessment and Remedial Measures Approach) (“Capacity Remedial Measures Alternatives Analysis”). The City shall perform an alternatives analysis for each Verified Capacity Constraint location where a Capacity Constraint exists that has caused, likely caused, or significantly contributed to a previous SSO or SSOs and/or that is 35 likely to cause or contribute to the future occurrence of an SSO or SSOs. ii. Based upon the results of the Capacity Remedial Measures Alternatives Analysis of Verified Capacity Constraints, the City shall select an appropriate Capacity Remedial Measure or other action consistent with Appendix D (Capacity Assessment and Remedial Measures Approach) for each Verified Capacity Constraint location. The City’s prioritization and selection of Capacity Remedial Measures shall be based on appropriate factors such as, but not limited to: the severity of Verified Capacity Constraints; frequency and history of SSOs; pipe characteristics, including size, age, and material; appropriate grouping of Sewer Collection System assets for bid packages; and scheduling practicalities. The City shall determine the most practical solution for resolving all Verified Capacity Constraints considering both the long-term performance of each asset and the life-cycle cost for maintaining each asset in permanent service. The range of solutions and techniques considered shall be consistent with Appendix D (Capacity Assessment and Remedial Measures Approach). The Capacity Remedial Measures Alternatives Analyses shall consider the TCEQ-required growth projection that is current as of the date of the analysis being performed. Capacity Remedial Measures Plan. By no later than five and a half (5.5) years after the Effective Date, the City shall submit to EPA for review and approval, in accordance with 36 Section VI (Review of Deliverables), a plan that maps, lists, and describes the City’s recommended Capacity Remedial Measures, including monitoring mileage/count, that were prioritized and selected from the Remedial Measures Alternatives Analysis, in accordance with Appendix D (Capacity Assessment and Remedial Measures Approach), to address Verified Capacity Constraints identified in the Capacity Assessment Summary Report (“Capacity Remedial Measures Plan”) as having caused or significantly contributed to a previous SSO or SSOs and/or likely to cause or significantly contribute to the future occurrence of an SSO or SSOs. The Capacity Remedial Measures Plan shall describe the City’s plans to implement all Capacity Remedial Measures on a balanced annual basis during the term of the Consent Decree, taking into account: the likelihood of future SSOs; coordination with Condition Remedial Measures; permitting requirements; the timeline for easement acquisitions; the appropriate grouping of Sewer Collection System assets for bid packages; contractor capacity; and scheduling practicalities. The Capacity Remedial Measures Plan shall include the specific completion year for each project. The Capacity Remedial Measures Plan shall adhere to the format and content of the Capacity Remedial Measures Plan Template provided in Appendix I (Capacity Remedial Measures Plan Report Template). Capacity Remedial Measures Implementation. The City shall implement the Capacity Remedial Measures Plan following receipt of EPA’s written approval. Any modifications to any approved Capacity Remedial Measures Plan shall be made in accordance with Section XIX (Modification). All Capacity Remedial Measures must be completed within fifteen (15) years of the Effective Date except as set forth in Paragraphs 31 and 32. E. WWTP Consolidation and Oso WWTP Alternative WWTP Consolidation. Within four and a half (4.5) years of the Effective Date, the City may submit to EPA for review and approval a written notice of the City's intent to 37 consolidate two (2) or more of its existing WWTPs or to construct one or more new WWTP(s) (“Consolidation Notice”). The Consolidation Notice must include a list of any WCTS Sub- basins that will be impacted by any WWTP consolidation or construction projects (“Consolidation Impacted Sub-basins”). The Consolidation Notice shall also include a map depicting each Consolidation Impacted Sub-basin and an explanation of what the expected impacts will be. EPA shall act upon the Consolidation Notice within ninety (90) Days of the City’s submission of the Consolidation Notice. If EPA disagrees with the inclusion of any Sub- basin on the list of Consolidation Impacted Sub-basins, EPA may so notify the City within ninety (90) Days of the date the Consolidation Notice is received by EPA and that Sub-basin shall not be considered a Consolidation Impacted Sub-basin. Disagreements concerning the designation of Consolidation Impacted Sub-basins shall be resolved using the dispute resolution provisions of Section XII (Dispute Resolution). Except as provided in Paragraph 32, all Remedial Measures in all Consolidation Impacted Sub-basins shall be completed, in accordance with the requirements of subsections V.C (Condition Assessment and Remedial Measures Approach) and V.D. (Capacity Assessment and Remedial Measures Approach), no later than sixteen (16) years from the Effective Date. Oso WWTP Alternative. In the event of an EPA Denial or if no final action is taken with respect to the 2018 TCEQ-adopted Texas Surface Water Quality Standards relating to Segments 2485 – Oso Bay and 2486 – Blind Oso Bay, pursuant to 40 C.F.R. § 131.21(a) after eight (8) years of the Effective Date, the City may elect to follow the procedures set forth in this Paragraph 32. a. Within one year of the date of the EPA Denial, or if no final action is taken after eight (8) years of the Effective Date, and no later than nine (9) years after the 38 Effective Date, the City may submit to EPA for review and approval, in accordance with Section VI (Review of Deliverables), a written notice of the City’s intent to pursue an Oso WWTP Alternative (the “Oso Notice”). The Oso Notice must include a list of any WCTS Sub-basins that will be impacted by any Oso WWTP Alternative project (“Oso Alternative Impacted Sub-basins”). The Oso Notice shall also include a map depicting each Oso Alternative Impacted Sub-Basin and an explanation of what the expected impacts will be. EPA shall act upon the Oso Notice within ninety (90) Days of the City’s submission of the Oso Notice. If EPA disagrees with the inclusion of any Sub- basin on the list of Oso Alternative Impacted Sub-basins, EPA may so notify the City within ninety (90) Days of the date the Oso Notice is received by EPA and that Sub-basin shall not be considered an Oso Alternative Impacted Sub-basin. If EPA does not act upon the Oso Notice within ninety (90) Days of the City’s submission of the Oso Notice, the City may treat such non-action as a complete denial of the list of Oso Alternative Impacted Sub-Basins and may immediately invoke the formal dispute Resolution Process provided in Paragraph 88 (Formal Dispute Resolution). If EPA does act upon the Oso Notice within ninety (90) Days of the City’s submission of the Oso Notice, disagreements concerning the designation of Oso Alternative Impacted Sub-basins shall be resolved using the dispute resolution provisions of Section XII (Dispute Resolution). b. Upon EPA approval of an Oso Notice, any deadlines in an approved Condition Remedial Measures Plan or Capacity Remedial Measures Plan for Oso Alternative Impacted Sub-basins shall be suspended, except as provided in 39 Paragraph 32.e. Deadlines for all other Remedial Measures associated with assets outside of the Oso Alternative Impacted Sub-basin(s) shall remain in effect. If the Condition Remedial Measures Plan or Capacity Remedial Measures Plan have not yet been submitted, all timelines and requirements for the submission of those plans shall remain in effect for all assets outside Oso Alternative Impacted Sub-basins. c. Oso Alternative Remedial Measures Plan. Following EPA approval of an Oso Notice and no later than five and a half (5.5) years after the EPA Denial, the City shall submit to EPA for review and approval, in accordance with Section VI (Review of Deliverables), a plan that identifies specific Condition Remedial Measures, Capacity Remedial Measures, monitoring mileage/count, and compliance schedules for completing Condition and Capacity Remedial Measures for all assets in Oso Alternative Impacted Sub-Basins. The plan will be developed in accordance with the procedures set out in Paragraphs 23 (Condition Remedial Measures Alternatives Analysis), 24 (Condition Remedial Measures Plan), 28 (System -Wide Collection System Capacity Assessment), 29 (Capacity Remedial Measures Plan), and 30 (Capacity Remedial Measures Implementation) and shall adhere to the format and content of the Condition Remedial Measures Plan Template provided at Appendix G and the Capacity Remedial Measures Plan Template provided at Appendix I. d. Oso Alternative Remedial Measures Plan Extension. In the event that the City requires additional time beyond the time provided in Paragraph 32.c. above to identify specific Condition Remedial Measures, Capacity Remedial Measures, 40 monitoring mileage/count, and compliance schedules for completing condition or capacity remedial measures for certain assets in Oso Alternative Impacted Sub-basins, the City may include in its Oso Alternative Remedial Measures Plan a request for up to an additional one and a half (1.5) years to submit such information (“Extension Request”). The Extension Request shall specifically identify each asset in the WCTS for which (i) a condition-related defect or Verified Capacity Constraint exists and (ii) no Remedial Measure can be identified or scheduled at the time of submittal of the Oso Alternative Remedial Measures Plan. The request shall further explain the reason why no Remedial Measure can be identified or scheduled at the time of submittal of the Oso Alternative Remedial Measures Plan. If EPA approves the Extension Request, the City shall submit an update to the Oso Alternative Remedial Measures Plan as soon as practicable, but no later than seven (7) years from the EPA Denial, that identifies specific Condition Remedial Measures, Capacity Remedial Measures, monitoring mileage/count, and compliance schedules for completing Condition and Capacity Remedial Measures for all assets covered by the Extension Request. e. EPA approval of an Oso Notice shall not affect the requirements of Paragraph 14-17 (Cleaning of Gravity Sewer Mains), Paragraph 20 (Priority Projects) or Paragraph 27 (Performing Assets Program) except that for assets in Oso Alternative Impacted Subbasins, the final completion deadline for Priority Projects that require permitting or coordination with Capacity Remedial Measures as described in Paragraph 20.c., and Remedial Measures for assets 41 identified as requiring remedial action as part of the Performing Assets Program shall be as set forth in Paragraph 32.f. f. Final Deadlines. All Remedial Measures in all Oso Alternative Impacted Sub- basins shall be completed, in accordance with the requirements of subsections V.C. (Condition Assessment and Remedial Measures Approach) and V.D. (Capacity Assessment and Remedial Measures Approach), no later than eighteen (18) years from the Effective Date. All other Work shall be completed no later than fifteen (15) years from the Effective Date, except as provided in Paragraph 31. F. Capacity, Management, Operations and Maintenance (“CMOM”) CMOM Plan. Prior to the Date of Lodging, the City developed and is implementing a written plan in accordance with EPA’s 2005 guidance entitled “Guide for Evaluating Capacity, Management, Operation and Maintenance Programs at Sanitary Sewer Collection Systems” (“CMOM Plan”). The City shall continue to implement the CMOM Plan. On or after the Date of Lodging, the City may, as appropriate, make updates or revisions to the CMOM Plan that are consistent with industry standards. Such updates or revisions shall not eliminate any CMOM requirement contained in the plan in effect as of the Date of Lodging or result in a program that is less effective at preventing SSOs. The City shall provide a summary of any updates or revisions to EPA and TCEQ in its Annual Report for the year in which the update or revision occurred, and shall provide a complete copy of the updated CMOM Plan upon a request from EPA or the State. Provided that such updates or revisions meet the requirements of this Paragraph 34, they shall not be considered modifications to the Consent Decree for purposes of Section XIX (Modification). If EPA, after consultation with 42 TCEQ, disapproves of any update or revision made to the CMOM Plan, EPA shall notify the City in writing and describe any disapproval. If EPA so notifies the City, the version of the CMOM Plan in force prior to the disapproved update or revision shall remain in effect. Disagreements arising from either Plaintiff’s disapproval concerning updates or revisions to the CMOM Plan shall be resolved using the dispute resolution provisions of Section XII (Dispute Resolution). Fats, Oils, and Grease Control Program. The City has developed and is implementing a Fats, Oils and Grease (“FOG”) control program as described in the City’s FOG Program Manual (“FOG Control Program”). The City shall continue to implement the FOG Control Program as described in the FOG Program Manual. The City may make updates or revisions to the FOG Program Manual that are consistent with industry standards. Such updates or revisions will not be considered modifications of the Consent Decree for purposes of Section XIX (Modification). Within thirty (30) Days of making any change to the FOG Program Manual, the City shall provide written notification to EPA. If EPA, after consultation with TCEQ, disagrees with any update or revision made to the FOG Program Manual, EPA shall notify the City in writing and describe any disagreement. If EPA so notifies the City, the version of the FOG Plan in force prior to the disapproved update or revision shall remain in effect. Disagreements concerning updates or revisions to the FOG Program Manual shall be resolved using the dispute resolution provisions of Section XII (Dispute Resolution). In no event shall any change or revision of the FOG Control Program result in a less effective program for eliminating SSOs or result in the elimination of any of the following program elements: 43 a. the legal authority within the jurisdiction of the City to control the discharge of FOG into the WCTS, including the ability to implement an enforcement program; b. best practice requirements for generators of FOG for the management, operation, and maintenance of FOG control devices, including but not limited to requirements for onsite recordkeeping, cleaning frequency, cleaning standards, use of additives and ultimate disposal; c. routine compliance inspection procedures, including scheduling, inspection report forms and inspection recordkeeping requirements to assure that FOG control devices are being managed, operated, and maintained in accordance with the established management, operations, and maintenance standards or best management practices; d. an enforcement program, including specific enforcement mechanisms, to ensure compliance with the FOG Control Program; e. a compliance assistance program to facilitate training of FOG generators and their employees; f. a public education program directed at reducing the amount of FOG entering the WCTS from private residences; and g. performance indicators to be used by the City to conduct a periodic review to measure the effectiveness of the FOG Control Program. SSO Response Plan. The City has developed and is implementing a Sanitary Sewer Overflow Response Plan (the “SSO Response Plan”). The City shall continue to implement the SSO Response Plan. 44 The City may make updates or revisions to the SSO Response Plan that are consistent with industry standards. The City shall provide a summary of any updates or revisions to EPA and TCEQ in its Annual Report for the year in which the update or revision occurred. Provided that such updates or revisions meet the requirements of this Paragraph 39, they will not be considered modifications of the Consent Decree for purposes of Section XIX (Modification). If EPA, after consultation with TCEQ, disapproves of any update or revision made to the SSO Response Plan, EPA shall notify the City in writing and describe any disapproval. If EPA so notifies the City, the version of the SSO Response Plan in force prior to the disapproved update or revision shall remain in effect. Disagreements arising from either Plaintiff’s disapproval concerning updates or revisions to the SSO Response Plan shall be resolved using the dispute resolution provisions of Section XII (Dispute Resolution). Lift Station Response Plan. The City has developed and is implementing a written plan designed to guide and ensure the City’s timely response to power failures at its lift stations (“Lift Station Response Plan”). The City shall continue to implement the Lift Station Response Plan. The City may make updates or revisions to the Power Failure Response Plan that are consistent with industry standards. The City shall provide a summary of any updates or revisions to EPA and TCEQ in its Annual Report for the year in which the updates or revisions occurred. Provided that such updates or revisions meet the requirements of this Paragraph, they will not be considered modifications of the Consent Decree for purposes of Section XIX (Modification). If EPA, after consultation with TCEQ, disapproves of any update or revision made to the Power Failure Response Plan, EPA shall notify the City in writing and describe any disapproval. If either EPA or the State so notify the City, the version of the Power Failure 45 Response Plan in force prior to the disapproved update or revision shall remain in effect. Disagreements arising from either Plaintiff’s disapproval concerning updates or revisions to the Power Failure Response Plan shall be resolved using the dispute resolution provisions of Section XII (Dispute Resolution). VI. REVIEW OF DELIVERABLES Except as provided in Paragraphs 33 (CMOM Plan), 35 (FOG Plan), 38 (SSO Response Plan), and 40 (Lift Station Response Plan), each Deliverable is subject to review by EPA, in consultation with TCEQ, as further provided in Paragraphs 43 and 44. EPA agrees to use its best efforts to expeditiously review and take action on Deliverables that the City provides. Deliverables Subject to EPA Review and Approval. The Capacity Remedial Measures Plan, the Condition Remedial Measures Plan, and the Consolidation Notice shall be subject to the review and approval process as follows: a. EPA Action on Deliverables Subject to Review and Approval. After reviewing any Deliverable that the City is required to submit for review and approval to EPA pursuant to this Consent Decree, EPA shall, after consultation with TCEQ, notify the City in writing that EPA: (i) approves the Deliverable, in whole or in part; (ii) approves the Deliverable, in whole or in part, upon specified conditions; or (iii) disapproves the Deliverable, in whole or in part, providing comments identifying deficiencies and/or directing the City to modify the Deliverable. b. Approved Deliverables. If a Deliverable is approved, the City shall perform all actions required by the Deliverable, in accordance with the schedules and requirements of the Deliverable, as approved. If the Deliverable is conditionally approved or approved only in part, the City shall, upon written direction from 46 EPA, take all actions required by the Deliverable that EPA determines, after consultation with TCEQ, are technically severable from any disapproved portions, subject to the City’s right to dispute only the specified conditions or the disapproved portions under Section XII of this Decree (Dispute Resolution). c. Disapproved Deliverables. For any Deliverable that is disapproved in whole or in part, EPA shall provide a written explanation of how the Deliverable does not meet the requirements of the Consent Decree. If a Deliverable is disapproved in whole or in part, the City shall, within sixty (60) Days or such other time as EPA and the City agree to in writing, address all deficiencies and resubmit the Deliverable, or disapproved portion thereof, for EPA approval, in accordance with Paragraph 43.d (Resubmitted Deliverables). If the resubmission is approved in whole or in part, the City shall proceed in accordance with Paragraph 43.b. (Approved Deliverables). d. Resubmitted Deliverables. If a resubmitted Deliverable, or portion thereof, is disapproved in whole or in part, EPA, after consultation with TCEQ, may again require the City to address any deficiencies, in accordance with Paragraph 43.c (Disapproved Deliverables). EPA, after consultation with TCEQ, shall have the right to modify any disapproved or conditioned portion of the resubmitted Deliverable, subject to the City’s right to invoke Dispute Resolution pursuant to Section XII (Dispute Resolution) and the rights of the United States and the State to seek stipulated penalties as provided in Section IX (Stipulated Penalties). Upon either EPA’s approval of a resubmitted Deliverable or the City’s receipt of EPA’s modified Deliverable, the City shall perform all actions 47 required by the Deliverable, in accordance with the schedules and requirements of that Deliverable. Deliverables Subject to EPA Review and Comment. EPA may choose to provide written comments on Deliverables not identified as subject to the review and approval process in Paragraph 43 (Deliverables Subject to EPA Review and Approval), including the Capacity Assessment Report and the Condition Assessment Report. If EPA provides comments and EPA specifically requests a response from the City, then the City shall provide a written response to EPA within forty-five (45) days of receipt of such request. Accrual of Stipulated Penalties for all Deliverables. Any stipulated penalties applicable to an originally submitted Deliverable, as provided in Section IX (Stipulated Penalties), shall accrue during the 45-Day or other specified period for addressing and resubmitting a Deliverable or for providing any requested response to comment, but shall not be payable unless the resubmission or response is untimely, or the resubmitted Deliverable is disapproved in whole or in part. However, if the original Deliverable is found to be so deficient as to constitute a material breach of the City’s obligations under this Consent Decree, the stipulated penalties applicable to the original Deliverable shall be due and payable notwithstanding any subsequent resubmission or response to comment. In the event that a resubmitted Deliverable is disapproved, in whole or in part, or EPA issues a modified Deliverable to the City, stipulated penalties shall accrue from the Day that the original Deliverable was due until the Day that a subsequent resubmission is 48 approved by EPA or the Day the City receives the modified Deliverable from EPA, whichever is applicable. Public Document Repository. The City shall post to its public website the final EPA-approved versions of the Capacity Remedial Measures Plan and the Condition Remedial Measures Plan; and the City shall post to and maintain on its public website the most current version of the CMOM Plan, the FOG Control Program, the Lift Station Response Plan, and the SSO Response Plan (“Public Document(s)”). Each Public Document shall be posted within ninety (90) Days of the Effective Date or EPA approval, whichever is applicable, and shall remain on the website at least until this Consent Decree is terminated. VII. REPORTING REQUIREMENTS Quarterly Reporting of SSOs. Beginning no later than thirty (30) Days after the end of the first calendar quarter following the Effective Date, the City shall begin submitting to EPA a quarterly report that lists and contains information concerning all SSOs that occurred in the quarter before the report is submitted (“SSO Quarterly Report”). Each SSO Quarterly Report shall describe, for each SSO that occurred during the preceding calendar quarter, the date, time, location, source (i.e., information that identifies the component involved in the SSO), estimated duration, estimated volume, receiving water, suspected cause, and any response actions taken, and is due within thirty (30) Days after the end of the calendar quarter on which the City will report. If the City’s submittals to TCEQ required by its current TPDES permits and applicable Texas law include the information listed above, the City may satisfy this requirement by providing a copy to EPA and TCEQ of the written reports submitted to TCEQ. Annual Reports. On June 30 of each year during the term of this Consent Decree, the City shall submit to EPA and TCEQ for review and comment a report that contains a summary of the status and progress of all programs required by Section V (Remedial Measures, 49 Prioritization, and Schedules) and all Work completed in the previous calendar year (“Annual Report”). The Annual Report shall conform to the form and contain the content specified in the template provided in Appendix J (Annual Report Template). For the first Annual Report, the applicable reporting period shall be that portion of the calendar year between the Effective Date and the end of the calendar year if that period is at least six (6) months. If the period between the Effective Date and the end of the calendar year is less than six (6) months, then the first Annual Report shall be due on the second June 30 following the Effective Date and shall include the period from the Effective Date until the end of the second calendar year. Provisions Applicable to All Reports: a. all reports shall be certified in accordance with Section XVI (Certification); b. all reports shall be submitted electronically in a searchable format as to text included in such reports; and c. all reports shall be submitted to the persons designated in Section XV (Notices). The reporting requirements of this Consent Decree do not modify in any way or relieve the City of any reporting obligations under the CWA or its implementing regulations or any other federal, State, or local law, regulation, permit, or other requirement. VIII. CIVIL PENALTY The City shall pay a total civil penalty of $1,136,000 with one half ($568,000) payable to the United States and one half ($568,000) payable to the State. The civil penalty shall be paid in full within sixty (60) days of the Effective Date of this Consent Decree. In the event that full payment is not made within sixty (60) Days of the Effective Date of this Consent Decree, the City shall pay to the United States and the State interest on the balance due from the original due date to the date of full payment at the rate calculated pursuant 50 to 38 U.S.C. § 1961. The City will also be liable for stipulated penalties pursuant to Section IX (Stipulated Penalties). The City shall pay the civil penalty due to the United States by FedWire Electronic Funds Transfer (“EFT”) to the U.S. Department of Justice account, in accordance with written instructions to be provided to the City, following entry of the Consent Decree, by the Financial Litigation Unit of the U.S. Attorney’s Office for the Southern District of Texas (“FLU”). The payment instructions provided by the FLU will include a Consolidated Debt Collection System (“CDCS”) number, which the City shall use to identify all payments required to be made in accordance with this Consent Decree. The FLU will provide the payment instructions to: Assistant Director of Financial Services: Financial Services Department, 1201 Leopard Street, 4th Floor, Corpus Christi, Texas 78401; (361)826-3610; almac@cctexas.com. The City may change the individual to receive payment instructions on its behalf by providing written notice of such change to the United States and EPA in accordance with Section XV (Notices). Any payments received after 4 p.m. Eastern Time will be credited on the next business Day. At the time of payment, the City shall send notice that payment has been made: (1) to EPA via email at acctsreceivable.cinwd@epa.gov or via regular mail at EPA Cincinnati Finance Office, 26 Martin Luther King Drive, Cincinnati, Ohio 45268; (ii) to the United States via email or regular mail in accordance with Section XV (Notices); and (iii) to EPA in accordance with Section XV (Notices). Such notice shall state that the payment is for the civil penalty owed pursuant to the Consent Decree in United States of America and State of Texas v. City of Corpus Christi, and shall reference the civil action number and DOJ case number 90-5-1-1-10396. 51 The City shall pay the civil penalty due to the State by wire transfer to the Texas Comptroller of Public Accounts – Federal Reserve Clearing Account for the Office of the Attorney General: Financial Institution (short name): TX COMP AUSTIN Routing Number: 114900164 Account Name: Comptroller of Public Accounts Treasury Operations Account Number to Credit: 463600001 Reference: [Remitter’s Name], AG Case # 123380743, Priscilla M. Hubenak, Chief, Environmental Protection Division Attention: Office of the Attorney General, Kristy Lerma, Financial: Rptg At the time of payment, the City shall send a copy of the wire transfer authorization form and the wire transaction record, together with a transmittal letter, which shall state that the payment is for the civil penalty owed pursuant to the Consent Decree in United States of America and State of Texas v. City of Corpus Christi, and shall reference the civil action number and AG No. 123380743, to the State in accordance with Section XV (Notices). The City shall not deduct any penalties paid under this Decree pursuant to this Section VIII (Civil Penalty) or Section IX (Stipulated Penalties) in calculating its federal or state income tax. IX. STIPULATED PENALTIES A. Stipulated Penalties The City shall be liable for stipulated penalties to the United States and the State for violations of this Consent Decree as specified below, unless excused under Section XI (Force Majeure). A violation includes failing to perform any obligation required by the terms of this Decree, including any Work plan or schedule approved under this Decree, according to all 52 applicable requirements of this Decree, and within the specified time schedules established by or approved under this Decree. Failure to Submit Timely and Complete Deliverables. The City shall pay stipulated penalties, as set forth in the table below, to the United States and the State for each Day the City fails to (a) submit or complete, as applicable, by the due date(s) specified under this Consent Decree, any of the following Deliverables: (i) the Condition Assessment Report, (ii) the Condition Remedial Measures Plan, (iii) the Capacity Assessment Report, (iv) the Capacity Remedial Measures Plan, (v) the Oso Alternative Remedial Measures Plan, or (vi) any of the Deliverables specifically listed in this Paragraph 58 that is resubmitted to EPA; or (b) make a material change required by EPA to a Deliverable listed in this Paragraph 58, within the timeframe(s) specified by EPA for making such a change: Period of Noncompliance Penalties per Violation per Day 1st to 30th Day $500.00 31st to 60th Day $1,500.00 61st Day and Each Day Thereafter $3,000.00 Remedial Requirements. The City shall pay the following stipulated penalties to the United States and the State for each Day the City fails to complete any of the remedial requirements or meet any of the required deadlines of Section V (Remedial Measures, Prioritization, and Schedules) of this Consent Decree, including requirements and deadlines set forth in the Appendices: Period of Noncompliance Penalties per Violation per Day 1st to 30th Day $750.00 31st to 60th Day $1,500.00 53 61st Day to 180th Day $2,500.00 181st Day and Each Day Thereafter $4,000.00 SSOs that Reach Waters of the United States or Water in the State. The City shall pay the following stipulated penalties to the United States and the State for each SSO that reaches waters of the United States or water in the State, as defined in Section 26.001(5) of the Texas Water Code, and occurs after the Effective Date: If SSO occurs Penalties Per Violation Per Day Within 2 years of Date of Lodging $500.00 Between 2 and 5 years from Date of Lodging $1,500.00 More than 5 years from Date of Lodging $3,000.00 SSOs that Do Not Reach Waters of the United States or Water in the State. The City shall pay the following stipulated penalties to the United States and the State for each SSO that occurs after the Effective Date and does not reach either waters of the United States or water in the State, as defined in Section 26.001(5) of the Texas Water Code: If SSO occurs Penalties Per Violation Per Day Within 2 years of Date of Lodging $250.00 Between 2 and 5 years from Date of Lodging $500.00 More than 5 years from Date of Lodging $1,000.00 Effluent Limits. The City shall pay the following stipulated penalties to the United States and the State for each violation of any requirement of the City’s TPDES Permits effluent limits for the Oso WWTP, Allison WWTP or Greenwood WWTP: Effluent Noncompliance Penalties Per Exceedance Minimum exceedance $500.00 54 Maximum exceedance $1,500.00 Daily Average exceedance $3,000.00 Each effluent limit for each parameter is counted as a separate violation. Reporting Requirements. The City shall pay the following stipulated penalties to the United States and the State for each Day for each violation of the reporting requirements of Section VII (Reporting Requirements): Period of Noncompliance Penalties Per Violation Per Day 1st through 14th Day $350.00 15th through 30th Day $750.00 31st Day and Each Day Thereafter $1,500.00 Delay in Payment of Civil Penalties and Attorneys’ Fees. The City shall pay to the United States and the State stipulated penalties of $2,000.00 for each Day that the City is late in paying the civil penalties required under Section VIII (Civil Penalty) and shall pay to the State stipulated penalties of $2,000.00 for each Day that the City is late in paying the attorneys’ fees amount required and specifically identified under Section XIV (Costs and Attorneys’ Fees), Paragraph 98. Stipulated penalties shall automatically begin to accrue on the first Day that an event occurs for which a stipulated penalty is due, or a violation occurs, whichever is applicable, and shall continue to accrue until performance is satisfactorily completed or until the violation ceases. Stipulated penalties shall accrue simultaneously for separate violations of this Consent Decree. As provided in Paragraph 67 (Payment of Penalties to the United States and the State), stipulated penalties will not be due until the City receives a written demand from either Plaintiff. 55 Payment of Penalties to the United States and the State. The City shall pay stipulated penalties to the United States or the State, or both, as applicable, within thirty (30) Days of receipt of a written demand by either Plaintiff, unless the City invokes the dispute resolution, pursuant to Section XII (Dispute Resolution). With respect to those stipulated penalties that may be jointly pursued by both Plaintiffs, before either Plaintiff makes a written demand for such stipulated penalties, Plaintiffs shall consult each other and notify the City within the demand for payment whether Plaintiffs are jointly pursuing the stipulated penalties. Only one (1) stipulated penalty amount per violation per Day shall be payable. Where the Plaintiffs jointly pursue stipulated penalties, the City shall pay fifty (50) percent of the total penalty owed to the State, and pay fifty (50) percent of the total penalty owed to the United States. The United States and the State may each, in the unreviewable exercise of discretion, reduce or waive stipulated penalties otherwise due to it under this Consent Decree. Where only one Plaintiff pursues stipulated penalties, only that Plaintiff shall recover the full amount of the penalty, and the Plaintiff not joining in the pursuit of stipulated penalties shall be deemed to have waived such penalties. The Plaintiff making a demand for payment of stipulated penalties shall simultaneously send a copy of the demand to the other Plaintiff. Stipulated penalties shall continue to accrue as provided in this Section IX (Stipulated Penalties) during any Dispute Resolution, but need not be paid until the following: a. if the dispute is resolved by agreement or by a decision of the Plaintiff(s) that is not appealed to the Court, the City shall pay accrued stipulated penalties determined to be owing, together with interest, to the Plaintiffs within thirty 56 (30) Days of the effective date of the agreement or the receipt of the Plaintiff’s or Plaintiffs’ decision; b. if the dispute is appealed to the Court and the Plaintiff(s) prevail(s) in whole or in part, the City shall pay all accrued penalties determined by the Court to be owing, together with interest, if applicable, to the Plaintiff(s) within sixty (60) Days of receiving the Court’s decision or order, except as provided in Paragraph 69.c; and c. if any Party appeals the District Court’s decision, the City shall pay all accrued penalties determined to be owing as of the date of the final appellate court decision, together with interest, if applicable, within fifteen (15) Days of receiving the final appellate court decision. The City shall pay stipulated penalties owing to the Plaintiff(s) in the manner set forth and with the confirmation notices required by Section VIII (Civil Penalty), except that the transmittal letters shall state that the payment is for stipulated penalties and shall state for which violation(s) the penalties are being paid. If the City fails to pay stipulated penalties according to the terms of this Consent Decree, the City shall be liable for interest on such penalties, as provided for in 28 U.S.C. § 1961, accruing as of the date payment became due. Nothing in this Section IX (Stipulated Penalties) shall be construed to limit the United States or the State from seeking any remedy otherwise provided by law for the City’s failure to pay any stipulated penalties. Non-Exclusivity of Remedy. Stipulated penalties are not the United States’ or the State’s exclusive remedy for violations of this Consent Decree. Subject to the provisions of Section X (Effect of Settlement/Reservation of Rights), the United States and the State expressly 57 reserve the right to seek any other relief either Plaintiff deems appropriate for the City’s violation of this Decree or applicable law, including but not limited to an action against the City for statutory penalties, additional injunctive relief, mitigation or offset measures, and/or contempt. However, the amount of any statutory penalty assessed for a violation of this Consent Decree shall be reduced by an amount equal to the amount of any stipulated penalties assessed and paid pursuant to this Consent Decree. X. EFFECT OF SETTLEMENT/RESERVATION OF RIGHTS This Consent Decree resolves the civil claims of the United States and the State for injunctive relief and civil penalties for the violations alleged in the Complaint through the Date of Lodging. The United States and the State reserve all rights and remedies, legal and equitable, available against the City with respect to any violations of the CWA or other law where such violations are not specifically alleged in the Complaint, whether they occurred before, on, or after the Date of Lodging. The United States and the State further reserve all legal and equitable remedies available to enforce the provisions of this Consent Decree. This Consent Decree shall not be construed to limit the rights of the United States or the State to obtain penalties or injunctive relief under the CWA or implementing regulations, or under other federal or state laws, regulations, or permit conditions, except as expressly specified in Paragraph 73. The United States and the State reserve all rights against the City with respect to criminal liability. The United States and the State further reserve all legal and equitable remedies to address any imminent and substantial endangerment to the public health or welfare or the environment arising at, or posed by, the City’s WCTS, whether related to the violations addressed in this Consent Decree or otherwise. 58 In any subsequent administrative or judicial proceeding initiated by the United States or the State for injunctive relief, civil or administrative penalties, or other appropriate relief relating to the City’s WCTS or the City’s violations, the City shall not assert, and may not maintain, any defense or claim based upon the principles of waiver, res judicata, collateral estoppel, issue preclusion, claim preclusion, claim-splitting, or other defenses based upon any contention that the claims raised by the United States or the State in the subsequent proceeding were or should have been brought in the instant case, except with respect to claims that have been specifically resolved pursuant to Paragraph 73 of this Consent Decree. This Consent Decree is not and shall not be construed as a permit or a modification of any permit, under any federal, state, or local laws or regulations. The City is responsible for achieving and maintaining complete compliance with all applicable federal, state, and local laws, regulations, and permits; the City’s compliance with this Consent Decree shall be no defense to any action commenced pursuant to any such laws, regulations, or permits. The United States and the State do not, by their consent to the entry of this Consent Decree, warrant or aver in any manner that the City’s compliance with any aspect of this Consent Decree will result in compliance with the CWA or with any other provisions of federal, state, or local laws, regulations, or permits. Notwithstanding EPA’s review or approval of any plans, reports, policies or procedures developed pursuant to or as a result of this Consent Decree, the City shall remain solely responsible for any non-compliance with the terms of this Consent Decree, all applicable permits, as well as all federal and state laws and regulations promulgated under those laws. The City’s duty to comply with the terms of this Consent Decree is not conditioned on the receipt of any federal or state funds or the City’s financial capabilities. Failure to comply 59 is not excused by lack of federal or state grant funds, or by the processing of any applications for the same, or by the City’s financial capabilities. Nothing in this Consent Decree limits the rights or defenses available under Section 309(e) of the CWA, 33 U.S.C. § 1319(e), in the event that laws of the State, as currently or hereafter enacted, may prevent the City from raising the revenues needed to comply with this Consent Decree. This Consent Decree does not limit or affect the rights of the Parties against any third parties not party to this Consent Decree, nor does it limit the rights of third parties not party to this Consent Decree, against the City, except as otherwise provided by law. This Consent Decree shall not be construed to create rights in, or grant any cause of action to, any third party not party to this Consent Decree. XI. FORCE MAJEURE “Force Majeure,” for purposes of this Consent Decree, is defined as any event arising from causes beyond the control of the City, or of any entity controlled by the City, that delays or prevents the performance of any obligation under this Consent Decree despite the City’s best efforts to fulfill the obligation. The requirement that the City exercise “best efforts to fulfill the obligation” includes using best efforts to anticipate any potential Force Majeure event and best efforts to address the effects of any such event: (a) as it is occurring and (b) after it has occurred to prevent or minimize any resulting delay to the greatest extent possible. Force Majeure does not include unanticipated or increased expenses or costs associated with implementation of this Consent Decree, changed financial circumstances, or other financial or budgetary issues. Permits. Failure to apply for a required permit or approval, or to provide in a timely manner all information required to obtain a permit or approval necessary to meet the 60 requirements of this Consent Decree, are not Force Majeure events. However, failure of a permitting authority to issue a necessary permit in a timely fashion may serve as a basis for an extension under this Section where the failure of the permitting authority to act is beyond the control of the City, and the City demonstrates that it has taken all timely steps available to it to obtain the necessary permit or approval. If any event occurs or has occurred that may delay the performance of any obligation under this Consent Decree, whether or not caused by a Force Majeure event, the City shall provide written notice to the United States and the State in accordance with Section XV (Notices), within twenty-one (21) Days of when the City first knew that the event might cause a delay. Such written notice shall include an explanation and description of the reasons for the delay; the anticipated duration of the delay; all actions taken or to be taken to prevent or minimize the delay; a schedule for implementation of any measures to be taken to prevent or mitigate the delay or the effect of the delay; the City’s rationale for attributing such delay to a Force Majeure event if it intends to assert such a claim; and a statement as to whether, in the opinion of the City, such event may cause or contribute to an endangerment to public health, welfare or the environment. The City shall include with any notice all available documentation supporting the claim that the delay was attributable to a Force Majeure event. Failure to comply with the above requirements shall preclude the City from asserting any claim of Force Majeure for that event for the period of time of such failure to comply, and for any additional delay caused by such failure. The City shall be deemed to know of any circumstance of which the City, any entity controlled by the City knew or should have known. If Plaintiffs agree that a Force Majeure event has occurred, Plaintiffs will agree to extend the time for the City to perform the obligation(s) under this Consent Decree that are 61 affected by the Force Majeure event for the time necessary to complete those obligations. An extension of the time for performance of the obligations affected by the Force Majeure event shall not, by itself, extend the time for performance of any other obligation. Plaintiffs will notify the City in writing of the length of the extension, if any, for performance of the obligations affected by the Force Majeure event. If Plaintiffs do not agree that a Force Majeure event has occurred, or do not agree to the extension of time sought by the City, Plaintiffs will so notify the City in writing, and Plaintiffs’ position shall be binding, unless the City invokes Dispute Resolution under Section XII (Dispute Resolution). If the City elects to invoke the dispute resolution procedures set forth in Section XII (Dispute Resolution), it shall do so no later than thirty (30) Days after receipt of Plaintiffs’ notice. In any such proceeding, the City shall have the burden of demonstrating by a preponderance of the evidence that the delay or anticipated delay has been or will be caused by a Force Majeure event, that the duration of the delay or the extension sought was or will be warranted under the circumstances, that best efforts were exercised to avoid and mitigate the effects of the delay, and that the City complied with the requirements of Paragraphs 81 and 83, above. If the City carries this burden, the delay at issue shall be deemed not to be a violation by the City of the affected obligation of this Consent Decree identified to Plaintiffs and the Court. XII. DISPUTE RESOLUTION Unless otherwise expressly provided for in this Consent Decree, the dispute resolution procedures of this Section XII (Dispute Resolution) shall be the City’s exclusive mechanism to resolve disputes arising under or with respect to this Consent Decree. This Section XII (Dispute Resolution) does not apply to disputes between the City and the State (or its agencies and subdivisions) regarding the issuance, renewal, or denial of TPDES permits or the assessment of civil penalties in a State judicial proceeding or administrative penalties by TCEQ. 62 Informal Dispute Resolution. Except as provided in Paragraph 32 (Oso WWTP Alternative), any dispute subject to dispute resolution under this Consent Decree shall first be the subject of informal negotiations. The dispute shall be considered to have arisen when the City sends the Plaintiffs a written Notice of Dispute. Such Notice of Dispute shall state clearly the matter in dispute. The period of informal negotiations shall not exceed thirty (30) Days from the date the written Notice of Dispute is received by the other party, unless that period is modified by written agreement. During the informal negotiation period: a. With respect to disputes regarding force majeure under Section XI (Force Majeure) and termination under Section XX (Termination), Plaintiffs shall consult and put forward a joint position. The position that Plaintiffs take in their written notification to the City as set forth in Section XI (Force Majeure) or Section XX (Termination) will be the position of Plaintiffs in informal dispute resolution pursuant to this Paragraph 87, unless Plaintiffs mutually agree to modify the position and inform the City of their modified position on the dispute in writing. If the Parties cannot resolve a dispute by informal negotiations, then the position advanced by the Plaintiffs shall be considered binding unless, within thirty (30) business Days after the conclusion of the informal negotiation period, the City invokes formal dispute resolution procedures as set forth in Paragraph 88 (Formal Dispute Resolution); and b. With respect to all other disputes under this Consent Decree, the United States shall, after providing the State a reasonable opportunity for consultation, inform the City of the United States’ position. If the United States and the City cannot resolve a dispute by informal negotiations, then the position advanced by the 63 United States shall be considered binding unless, within thirty (30) business Days after the conclusion of the informal negotiation period, the City invokes formal dispute resolution procedures as set forth in Paragraph 88 (Formal Dispute Resolution). Formal Dispute Resolution. The City shall invoke formal dispute resolution procedures, within the time periods provided in Paragraphs 87 (Informal Dispute Resolution) and 32 (Oso WWTP Alternative), by serving on Plaintiffs, a written Statement of Position regarding the matter in dispute. The Statement of Position shall include, but need not be limited to, any factual data, analysis, or opinion supporting the City’s position and any supporting documentation relied upon by the City. After receiving the City’s Statement of Position: a. With respect to disputes regarding force majeure under Section XI (Force Majeure) and termination under Section XX (Termination), the position Plaintiffs provided to the City pursuant to Paragraph 87.a shall be the position of Plaintiffs under this Paragraph, unless Plaintiffs mutually agree to modify their position. Plaintiffs shall consult and serve on the City, within forty-five (45) Days after receipt of the City’s Statement of Position, Plaintiffs’ Statement of Position, which shall include, as applicable, but need not be limited to, any factual data, analysis, or opinion supporting that position and any supporting documentation relied upon by Plaintiff(s). Plaintiffs’ Statement of Position shall be binding on the City, unless the City files a motion for judicial review of the dispute in accordance with Paragraph 89; and b. With respect to all other disputes under this Consent Decree, the United States, after providing the State a reasonable opportunity for consultation, shall serve 64 on the City the United States’ Statement of Position within forty-five (45) Days after receipt of the City’s Statement of Position. The United States’ Statement of Position shall include, but need not be limited to, any factual data, analysis, or opinion supporting the position and any supporting documentation relied upon by the United States. The United States’ Statement of Position shall be binding on the City, unless the City files a motion for judicial review, in accordance with Paragraph 89. The City may seek judicial review of the dispute by filing with the Court and serving on the Plaintiffs, in accordance with Section XV (Notices) of this Consent Decree, a motion requesting judicial resolution of the dispute. The motion must be filed within thirty (30) Days of receipt of the Plaintiffs’ or the United States’ Statement of Position pursuant to Paragraph 88. The motion shall contain a written statement of the City’s position on the matter in dispute, including any supporting factual data, analysis, opinion, or documentation, and shall set forth the relief requested and any schedule within which the dispute must be resolved for orderly implementation of the Consent Decree. The Plaintiff(s) shall respond to the City’s motion within the time period allowed by the Local Rules of this Court. The United States shall consult with the State before filing any response. The City may file a reply memorandum, to the extent permitted by the Local Rules. Standard of Review. Except as otherwise provided in this Consent Decree, in any dispute brought under this Section XII (Dispute Resolution), the City shall bear the burden of demonstrating that its position complies with this Consent Decree and that it is entitled to relief under applicable principles of law. The United States reserves the right to argue that its position is reviewable only on the administrative record and must be upheld unless arbitrary and 65 capricious or otherwise not in accordance with law and the City reserves the right to oppose this position. The invocation of dispute resolution procedures under this Section XII (Dispute Resolution) shall not, by itself, extend, postpone, or affect in any way any obligation of the City under this Consent Decree, unless and until final resolution of the dispute so provides. Stipulated penalties with respect to the disputed matter shall continue to accrue from the first Day of noncompliance, but payment shall be stayed pending resolution of the dispute as provided in Paragraph 69. If Defendant does not prevail on the disputed issue, stipulated penalties shall be assessed and paid as provided in Section IX (Stipulated Penalties). XIII. RIGHT OF ENTRY AND RECORD RETENTION The United States and the State, and their representatives, including attorneys, contractors, and consultants, shall each have the right of entry into the premises of any City property at all reasonable times, upon presentation of credentials, to: a. monitor the progress of activities required under this Consent Decree; b. verify any data or information submitted to the United States or the State; c. obtain samples and, upon request, splits of any samples taken by the City or its representatives, contractors, or consultants; d. observe performance tests; e. obtain documentary evidence, including photographs and similar data; and f. assess the City’s compliance with this Consent Decree, its TPDES Permits, the CWA or applicable State law. Until five (5) years after the termination of this Consent Decree, the City shall retain, and shall instruct its contractors and agents to preserve, all non-identical copies of all documents, reports, data, records, or other information (including documents, records, or other 66 information in electronic form) in its or its contractors’ or agents’ possession or control, or that come into its or its contractors’ or agents’ possession or control, and that relate in any manner to the City’s performance of its obligations under this Consent Decree. Drafts of final documents or plans and non-substantive correspondence and email do not need to be retained. This information-retention requirement shall apply regardless of any contrary City, corporate, or institutional policies or procedures. At any time during this information-retention period, upon request by the United States or the State, the City shall provide copies of any documents, reports, analytical data, or other information required to be maintained under this Paragraph 94. At the conclusion of the information-retention period provided in Paragraph 94, the City shall notify the United States and the State at least ninety (90) Days prior to the destruction of any documents, records, or other information in the possession, custody or control of the City and subject to the requirements of Paragraph 94 and, upon request by the United States or the State, the City shall deliver any such documents, records, or other information in the possession, custody or control of the City to the United States or the State. This Consent Decree in no way limits or affects the United States’ or the State’s right to enter or access the property of the City, to obtain information, to conduct inspections, to require monitoring, or to obtain information from the City, as authorized by law, nor does it limit or affect any duty or obligation of the City to maintain documents, records, or other information imposed by applicable law. XIV. COSTS AND ATTORNEYS’ FEES The Parties shall bear their own costs of this action, and the United States shall bear its own attorneys’ fees, except that the United States and the State shall be entitled to collect the costs (including attorneys’ fees) incurred in any action necessary to collect any portion of the civil penalty or any stipulated penalties due but not paid by the City. 67 City shall pay the State $18,000 in attorneys’ fees. The City shall make full payment of this amount in accordance with Paragraphs 52, 54 and 55 of this Consent Decree. XV. NOTICES Unless otherwise specified herein, whenever notifications, submissions, or communications are required by this Consent Decree, they shall be made in writing and addressed as follows: As to the United States: By email: eescdcopy.enrd@usdoj.gov Re: DJ No. 90-5-1-1-10396 and Edelbrock.Judy@epa.gov By mail: EES Case Management Unit Environment and Natural Resources Division U.S. Department of Justice Box 7611 Ben Franklin Station Washington, D.C. 20044-7611 Re: DOJ No. 90-5-1-1-10396 and Chief, Water Enforcement Branch Office of Enforcement and Compliance Assurance U.S. Environmental Protection Agency, Region 6 1201 Elm Street, Suite 500 Dallas, Texas 75270-2102 and Rusty Herbert Office of Regional Counsel U.S. Environmental Protection Agency, Region 6 1201 Elm Street, Suite 500 Dallas, Texas 75270-2102 As to the State of Texas: 68 Mark Steinbach Office of the Attorney General State of Texas Environmental Protection Division P.O. Box 12548 Austin, Texas 78711-2548 Reference: AG No. 123380743 and James Sallans Litigation Division, MC-175 Texas Commission on Environmental Quality P.O. Box 13087 Austin, Texas 78711-3087 As to TCEQ: James Sallans Litigation Division, MC-175 Texas Commission on Environmental Quality P.O. Box 13087 Austin, Texas 78711-3087 As to the City of Corpus Christi: City of Corpus Christi Legal Department P.O. Box 9277 Corpus Christi, Texas 78469 and City of Corpus Christi City Manager Attn: Wastewater Operations P. O. Box 9277 Corpus Christi, Texas 78469 Any Party may, by written notice to the other Parties, change its designated notice recipient or notice address provided above. 69 Notices submitted pursuant to this Section XV (Notices) shall be deemed submitted upon mailing, unless otherwise provided in this Consent Decree or by mutual agreement of the Parties, in writing. XVI. CERTIFICATION Any Deliverable or any other document submitted by the City to the United States and the State pursuant to this Consent Decree shall be signed by an official of the City and include the following certification: I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my directions and my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations. This certification requirement does not apply to emergency or similar notifications where compliance would be impractical. The City shall not object to the admissibility into evidence of any Deliverable or any other document prepared to comply with this Consent Decree or the information contained in such documents in any proceeding to enforce this Consent Decree. XVII. EFFECTIVE DATE The Effective Date of this Consent Decree shall be the date upon which this Consent Decree is entered by the Court or a motion to enter the Consent Decree is granted, whichever occurs first as recorded on the Court’s docket. XVIII. RETENTION OF JURISDICTION The Court shall retain jurisdiction over this case until termination of this Consent Decree for the purpose of: (a) resolving disputes arising under this Decree, (b) entering orders 70 modifying this Decree, pursuant to Section XIX (Modification), and (c) effectuating or enforcing compliance with the terms of this Decree. XIX. MODIFICATION Except as provided in Paragraphs 33 (CMOM Plan), 35 (Fats, Oils, and Grease Control Program), 38 (SSO Response Plan), and 40 (Lift Station Response Plan), this Consent Decree may be modified only by a subsequent written agreement signed by all Parties or a modification otherwise approved by the Court. Where the modification constitutes a material change to this Consent Decree, it shall be effective only upon approval by the Court. The Parties may by mutual agreement determine whether a proposed modification is a non-material change to the Consent Decree. Non-material Modifications: Non-material modifications to the Consent Decree (including Appendices) shall be made by written agreement of the Parties without approval by the Court and shall be effective when signed by all parties. The City must request a non-material change at least ninety (90) Days before the deadline for the specific Work at issue. Examples of non-material modifications are provided below: a. Changes to Appendices, guidelines or processes based upon implementation experience so long as the overall technical and schedule objectives are achieved. b. Changes in inspection and/or remediation techniques as a result of technology advancements or implementation experience so long as the specific requirements set forth in subsection V.C (Condition Assessment and Remedial Measures Approach) and subsection V.D. (Capacity Assessment and Remedial Measures Approach) are met. c. Reprioritization and rescheduling of Remedial Measures under an EPA-approved Remedial Measures Plan pursuant to Section V (Remedial Measures, 71 Prioritization, and Schedules), provided the reprioritization or rescheduling results in substantially the same or better CWA compliance benefits as would have been realized by implementation of the Remedial Measures Plan as approved. The City may seek to reprioritize or reschedule Remedial Measures under EPA-approved Remedial Measures Plans where the City determines technical, health, safety or other reasons justify priority completion of an existing, particular project or a new project ahead of another task, provided such determination is provided to EPA in writing and submitted to EPA for review and approval at the time any change under this Paragraph is requested, in accordance with Section VI (Review of Deliverables). The City may request modification based upon, among other things, an Integrated Plan developed in accordance with EPA’s Integrated Municipal Stormwater and Wastewater Planning Approach Framework, issued on June 5, 2012 (“EPA Framework”) and a current Financial Capability Assessment conducted in accordance with EPA’s “Combined Sewer Overflows Guidance for Financial Capability Assessment and Schedule Development,” EPA 8320B-97-004, February 1997, and EPA’s Memorandum “Financial Capability Assessment Framework for Municipal Clean Water Act Requirements” issued on November 24, 2014 (“FCA Framework”). Should either the EPA Framework or the FCA Framework be modified after the Effective Date of this Consent Decree, the City’s request for modification shall be based on the version of the EPA Framework and FCA Framework in effect on the day the request is submitted to the United States; As part of any modification request by the City, the City shall provide information concerning the scope, impact, timing, and cost of the modification, and shall provide any 72 additional information requested by the United States or the State to assist in evaluating the modification request. If any Party or Parties seek a modification to this Consent Decree, the Party(ies) seeking a modification shall send a written notice to the other Party(ies) in accordance with Section XV (Notices) setting forth the requested changes and the reasons therefor. Disputes concerning modification under this Section XIX (Modification) are not subject to Section XII (Dispute Resolution) of this Consent Decree. Instead, the Parties shall negotiate informally concerning the modification for a period of up to thirty (30) Days from the date of receipt of the notice, unless that period is modified by written agreement. If at the end of the period of informal negotiations the Parties are not in agreement, the Party or Parties seeking the modification retain(s) any rights it/they may have to seek modification from the Court pursuant to Federal Rule of Civil Procedure 60(b). A request for modification or a motion filed by the City under Federal Rule of Civil Procedure 60(b) shall not relieve the City of its obligations pursuant to Section V (Remedial Measures, Prioritization, and Schedules) or its liability for stipulated penalties under Section IX (Stipulated Penalties), and the City shall continue with timely implementation of the Consent Decree until the requested modification becomes effective in accordance with the provisions of this Section XIX (Modification). XX. TERMINATION Final Termination. The City may serve upon the United States and the State a request for final termination (“Final Termination Request”), together with all necessary supporting documentation, certifying that the City has satisfied all of its obligations under the Consent Decree, including: a. completion of all requirements of Section V (Remedial Measures, Prioritization and Schedules) of this Consent Decree; 73 b. compliance with all other requirements of this Consent Decree; c. payment in full of all civil penalties required under Section VIII (Civil Penalty), and any accrued stipulated penalties as required under Section IX (Stipulated Penalties) of this Consent Decree not waived or reduced by the applicable Plaintiff; and d. payment in full of the attorneys’ fees amount required and specifically identified by Section XIV (Costs and Attorneys’ Fees), Paragraph 98. Partial Termination. Any time after the approval of the Condition Remedial Measures Plan, the City may serve upon the United States and the State a request for partial termination (“Partial Termination Request”) covering one or more of the six Sewersheds. No Sewershed containing an Oso Alternative Impacted Sub-basin designated pursuant to Paragraph 32 (Oso WWTP Alternative) is eligible for partial termination, however; and no Sub-basin in a Sewershed where this Consent Decree has been partially terminated may thereafter be identified as an Oso Alternative Impacted Sub-basin. The Partial Termination Request shall identify the Sewershed(s) for which partial termination is sought, include all necessary supporting documentation, and include the City’s certification that: (1) the City has submitted the Condition Remedial Measures Plan pursuant to Paragraph 24 and the Capacity Remedial Measures Plan pursuant to Paragraph 29; (2) the City has made all of the payments described in Paragraph 111.c-d of this Consent Decree and complied with all requirements of this Consent Decree relating to the Sewershed(s) included in the Partial Termination Request; and (3) the City is in continuous satisfactory compliance with its TDPES Permits for the one year following completion of its obligations under the Consent Decree in the relevant Sewershed(s). 74 Notwithstanding termination with respect to any Sewershed, and until Final Termination of this Consent Decree: a. If an SSO occurs in a Sewershed for which this Consent Decree has been terminated that is caused by a defect, blockage, or other condition in a City owned WCTS asset in a Sewershed for which this Consent Decree has not been terminated, then the City shall remain subject to stipulated penalties under Section IX (Stipulated Penalties) for such SSO to the same extent as if the Consent Decree had not been terminated as to that Sewershed; and b. Any Remedial Measure in an approved Oso Alternative Remedial Measures Plan shall be an enforceable obligation of this Consent Decree, notwithstanding any partial termination. After the City submits a Final Termination Request or Partial Termination Request, if Plaintiffs determine that the Consent Decree may be terminated or partially terminated, the Parties shall submit, for the Court’s approval, a joint stipulation terminating or partially terminating the Consent Decree. If Plaintiffs determine that the Consent Decree cannot be terminated or partially terminated, they will notify the City in writing, and the City may invoke dispute resolution under Section XII (Dispute Resolution) of this Consent Decree. However, notwithstanding the provisions of Section XII (Dispute Resolution), the City shall not seek formal dispute resolution under Section XII (Dispute Resolution) of any dispute regarding termination until at least one hundred twenty (120) Days after serving its Request for Final Termination or ninety (90) Days after serving its Request for Partial Termination. This Consent Decree shall remain in effect 75 pending resolution of the dispute by the Parties or the Court in accordance with the dispute resolution provisions of Section XII (Dispute Resolution) of this Consent Decree. XXI. PUBLIC PARTICIPATION This Consent Decree shall be lodged with the Court for at least thirty (30) Days for public notice and comment in accordance with 28 C.F.R. § 50.7. The United States reserves the right to withdraw or withhold its consent if the comments regarding the Consent Decree disclose facts or considerations indicating that the Consent Decree is inappropriate, improper, or inadequate. Additionally, the State shall give public notice of the settlement, and allow for public comment, by publishing a notice of the settlement and opportunity to comment in the Texas Register as required by Texas Water Code § 7.110. The State reserves the right to withdraw from or withhold consent from the Consent Decree for the reasons set forth in Texas Water Code § 7.110. The City consents to entry of this Consent Decree without further notice and agrees not to withdraw from or oppose entry of this Consent Decree by the Court or to challenge any provision of the Consent Decree, unless the United States or the State has notified the City in writing or in open court that it no longer supports entry of the Consent Decree. XXII. SIGNATORIES/SERVICE Each undersigned representative of the City, State, EPA, and the Assistant Attorney General for the Environment and Natural Resources Division of the Department of Justice on behalf of the United States certifies that he or she is fully authorized to enter into the terms and conditions of this Consent Decree and to execute and legally bind to this document the Party he or she represents. This Consent Decree may be signed in counterparts, and its validity shall not be challenged on that basis. 76 The City agrees to accept service of process by mail or courier service to the address set forth in Paragraph 99 with respect to all matters arising under or relating to this Consent Decree and to waive the formal service requirements set forth in Rules 4 and 5 of the Federal Rules of Civil Procedure and any applicable Local Rules of this Court relating to service of process including, but not limited to, service of a summons. XXIII. INTEGRATION/APPENDICES This Consent Decree and its Appendices constitute the final, complete, and exclusive agreement and understanding among the Parties with respect to the settlement embodied in the Consent Decree and supersede all prior agreements and understandings, whether oral or written, concerning the settlement embodied herein. Other than the Appendices, which are attached hereto and are explicitly incorporated into this Consent Decree, and Deliverables that are subsequently submitted and approved pursuant to this Consent Decree, no other document, nor any representation, inducement, agreement, understanding, or promise, constitutes any part of this Consent Decree or the settlement it represents, nor shall it be used in construing the terms of this Consent Decree. The Appendices to this Consent Decree are as follows: Appendix A Capital Improvements Plan Projects Appendix B Corpus Christi System-Wide Cleaning Program Process and Guidelines Appendix C Prioritization Approach City of Corpus Christi Risk-Based Prioritization Appendix D Capacity Assessment and Remedial Measures Approach Appendix E Condition Assessment and Remedial Measures Approach Appendix F Condition Assessment Report Template Appendix G Condition Remedial Measures Plan Report Template Appendix H Capacity Assessment Report Template Appendix I Capacity Remedial Measures Plan Report Template Appendix J Annual Report Template XXIV. FINAL JUDGMENT Upon approval and entry of this Consent Decree by the Court, this Consent Decree shall constitute a final judgment of the Court as to the United States, the State, and the City. 77 Dated and entered this day of , 2020. ________________________________ UNITED STATES DISTRICT JUDGE 78 Subject to the notice and comment provisions of 28 C.F.R. § 50.7, THE UNDERSIGNED PARTIES enter into this Consent Decree entered in the matter of United States of America and State of Texas v. City of Corpus Christi (S.D. TX): FOR THE UNITED STATES OF AMERICA ___________ ___________________________ Date JEFFREY BOSSERT CLARK Assistant Attorney General Environment and Natural Resources Division U.S. Department of Justice Washington, D.C. 20530 __________ _________________________________ Date THOMAS P. CARROLL Assistant Section Chief BRANDON ROBERS Trial Attorney Environmental Enforcement Section Environment and Natural Resources Division U.S. Department of Justice P.O. Box 7611 Washington, D.C. 20004 Phone: (202) 514-5292 Fax: (202) 616-6584 Brandon.robers@usdoj.gov 79 Subject to the notice and comment provisions of 28 C.F.R. § 50.7, THE UNDERSIGNED PARTIES enter into this Consent Decree entered in the matter of United States of America and State of Texas v. City of Corpus Christi (S.D. TX): FOR THE UNITED STATES OF AMERICA RYAN K. PATRICK United States Attorney __________ By: ________________________________ Date JOHN SMITH III Deputy Civil Chief U.S. Attorney’s Office Southern District of Texas 800 N. Shoreline, Suite 500 Corpus Christi, TX 78401 (361) 888-3111 80 Subject to the notice and comment provisions of 28 C.F.R. § 50.7, THE UNDERSIGNED PARTIES enter into this Consent Decree entered in the matter of United States of America and State of Texas v. City of Corpus Christi (S.D. TX): __________ _________________________________ Date CHERYL SEAGER Division Director U.S. Environmental Protection Agency Region 6 1201 Elm Street, Suite 500 Dallas, Texas 75270-2102 __________ _________________________________ Date RUSTY HERBERT Senior Assistant Regional Counsel Office of Regional Counsel U.S. Environmental Protection Agency Region 6 1201 Elm Street, Suite 500 Dallas, Texas 75270-2102 81 Subject to the notice and comment provisions of 28 C.F.R. § 50.7, THE UNDERSIGNED PARTIES enter into this Consent Decree entered in the matter of United States of America and State of Texas v. City of Corpus Christi (S.D. TX): __________ _________________________________ Date SUSAN PARKER BODINE Assistant Administrator Office of Enforcement and Compliance Assurance United States Environmental Protection Agency 1200 Pennsylvania Avenue, NW Washington, D.C. 20460 __________ _________________________________ Date ROSEMARIE KELLEY Director Office of Civil Enforcement Office of Enforcement and Compliance Assurance United States Environmental Protection Agency 1200 Pennsylvania Avenue, NW Washington, D.C. 20460 __________ _________________________________ Date MARK POLLINS Division Director Water Enforcement Division Office of Civil Enforcement Office of Enforcement and Compliance Assurance United States Environmental Protection Agency 1200 Pennsylvania Avenue, NW Washington, D.C. 20460 __________ _________________________________ Date MORGAN E. ROG Attorney-Advisor Water Enforcement Division Office of Civil Enforcement Office of Enforcement and Compliance Assurance United States Environmental Protection Agency 1200 Pennsylvania Avenue, NW Washington, D.C. 20460 82 Subject to the notice and comment provisions of Texas Water Code § 7.110, THE UNDERSIGNED PARTIES enter into this Consent Decree entered in the matter of United States of America and State of Texas v. City of Corpus Christi (S.D. TX): FOR THE STATE OF TEXAS KEN PAXTON Attorney General of Texas JEFFREY C. MATEER First Assistant Attorney General DARREN L. MCCARTY Deputy Attorney General for Civil Litigation PRISCILLA M. HUBENAK Division Chief, Environmental Protection Division ___________ Date __________________________________ MARK A. STEINBACH State Bar No. 24056653 Assistant Attorney General Office of the Attorney General P.O. Box 12548, MC-066 Austin, Texas 78711-2548 Phone: (512) 463-2012 Fax: (512) 320-0911 mark.steinbach@texasattorneygeneral.gov COUNSEL FOR THE STATE OF TEXAS 83 THE UNDERSIGNED PARTIES enter into this Consent Decree entered in the matter of United States of America and State of Texas v. City of Corpus Christi (S.D. TX): __________ ___________________________________ Date PETER ZANONI City Manager 1201 Leopard St. Corpus Christi, TX 78401 (361) 826-3220 Agent Authorized to Accept Service on Behalf of Above-signed Party: __________ ___________________________________ Date MILES RISLEY City Attorney 1201 Leopard St. Corpus Christi, TX 78401 (361) 826-3360 JOSE E. DE LA FUENTE Principal NATHAN E. VASSAR Principal Lloyd Gosselink Rochelle & Townsend, P.C., 816 Congress Avenue, Suite 1900 Austin, Texas 78701 (512) 322-5800 Appendix A Capital Improvements Plan Projects Appendix A: Capital Improvements Plan Projects CIP Item Notes from CIP Total Cost Completion Date Laguna Shores Road Force Main Replacement “This project will increase operational efficiencies and protect against overflows, preventing enforcement action from the Texas Commission on Environmental Quality.” $5,800,000.00 Dec. 1, 2020 McBride Lift Station and Force Main Improvements “The project is essential to reduce long-term operational cost and to alleviate potential Texas Commission on Environmental Quality violations with lift station failures and resulting overflows.” $4,600,000.00 Dec. 1, 2020 Appendix B Corpus Christi System‐Wide Cleaning Program Process and Guidelines Appendix B Corpus Christi System‐Wide Cleaning Program Process and Guidelines Plan, Schedule, and Conduct System Wide SD Cleaning and Visual Inspection Program •Manually review recommendations: •Accept recommendation •Reject recommendation •Revise recommendation 1 of 2 Evaluate Cleaning Findings •Clean SD Gravity Sewer within 10 years of the Effective Date. •Annually clean a minimum of 12% of the total SD Gravity Sewer Main miles. Repeat “Hot Spot” cleaning miles may be counted towards the 12% annual minimum. •Gravity Sewer Mains will be selected for repeat cleaning and cleaning frequencies will be determined as warranted based on Cleaning Findings, including: •City best professional judgment •SSO root cause information •CCTV findings •Previous sewer cleaning findings Pipes Not in the “Hot Spot” Program: •Heavy – Add Pipe to the “Hot Spot” Program •Evaluate whether pipe should be referred for a more detailed inspection Refer for CCTV inspection if warranted •CD Paragraph 17 Guidelines for referral include: •Cleaning Tools will not pass through pipe •Pieces of broken pipe •Significant quantities of soil observed at downstream manhole Small Diameter (SD) Gravity Sewer Mains – Less than 24‐inches in Diameter CD Section V.B, Paragraphs 14, 15 and 17 Implement System‐wide SD Gravity Sewer Main Cleaning and Visual Inspection Activities CD Paragraphs 14 and 15.c and e Implement Repeat “Hot Spot” Gravity Sewer Cleaning and Visual Inspection Activities CD Paragraphs 15.d Assess Visual Inspection Data Guidelines for evaluation of gravity sewer cleaning findings Note: These are recommendations based on business logic that a person reviews to accept, reject, or revise. Review and Implement Cleaning Frequency Changes This appendix is meant to illustrate the requirements of Section V.C of the Consent Decreee (“CD”). Significant detail exists in the CD that is not in this Appendix. To the extent that this Appendix and the CD are inconsistent, the CD controls. Pipes Included in Hot Spot Program: •Minor – Reduce Frequency •Moderate – Keep at Current Frequency •Heavy – Increase Frequency •Update the Preventive Maintenance Cleaning module in CMMS with Accepted changes Appendix B Corpus Christi System‐Wide Cleaning Program Process and Guidelines Inspect manholes associated with LD Gravity Sewer Mains within 4 years of the Effective Date. Measure the depth of debris in the associated LD Gravity Sewer Main via the upstream and the downstream manholes. Inspection Data Evaluation Guidelines to Determine Cleaning Needs The City shall clean each LD Gravity Sewer Main segment where the depth of debris in the LD Gravity Sewer Main, as measured in such LD Gravity Sewer Main at either the upstream or downstream manhole, exceeds twenty (20) percent of the pipe’s diameter. The following LD cleaning milestones shall be reached from the Effective Date: at least 30% will occur within 6 years; at least 60% will occur within 8 years; 100% will occur within 10 years. Large Diameter (LD) Gravity Sewer Mains – Greater than or Equal to 24‐inch Diameter CD Section V.B, Paragraphs 14, 16 and 17 Clean LD Gravity Mains Paragraph 16.b Any LD Gravity Sewer Main found to have a depth of debris, as measured in the pipe at either the upstream or downstream manhole, that exceeds twenty (20) percent of the pipe diameter shall be re‐inspected within five (5) years of the date that main is inspected, unless main is cleaned within that five (5) year period, in which case it will be re-inspected within five (5) years of the date that the main is cleaned. Re‐cleaning and re‐inspection frequencies for all other Large Diameter Gravity Mains will be determined as part of the CMOM program. Plan, Schedule, and Conduct Initial LD Inspection Activities Paragraph 16.a Page 2 of 2 Re‐inspection Frequency Paragraph 16.c Refer for CCTV inspection if warranted CD Paragraph 17 •Guidelines for referral include: •Cleaning Tools will not pass through pipe •Pieces of broken pipe •Significant quantities of recently infiltrated soil observed at downstream manhole Appendix C Prioritization Approach City of Corpus Christi Risk-Based Prioritization 1 Appendix C: Prioritization Approach City of Corpus Christi Risk-Based Prioritization: Risk-based prioritization approach As provided in Paragraph 9(b)(i), the City of Corpus Christi shall implement a risk-based approach to its system-wide cleaning and condition assessment programs that will prioritize work in neighborhoods with historically high rates of Sanitary Sewer Overflows (“SSOs”). The City will address these areas of the City most at risk of having SSOs within the first four years after the Effective Date. Risk-based prioritization approach for Small Diameter Gravity Sewer Mains The risk-based method prioritizes neighborhoods based on SSO risk. The prioritized neighborhoods will be used to prioritize both the system -wide sewer cleaning program as well as the condition assessment field inspection program. The following summarizes the process developed by the City of Corpus Christi for implementation in accordance with Consent Decree requirements: Using the City’s GIS mapping system, historical data and asset databases, staff identified approximately 1,700 individual subdivisions that make up the entire wastewater collection system. In general, each subdivision represents a unique asset class with similar characteristics, having been constructed during a relatively short time period. Thus, there is relative uniformity in each subdivision concerning the following: (1) asset materials, (2) method(s) of construction, (3)design, (4) soil conditions, (5) and asset age. Additionally, sewer assets within each of these areas generally have a defined downstream terminus. 1.The SSO historical data was evaluated to focus on SSOs that were likely caused by publicly owned gravity sewer mains. As such, the City filtered out SSOs that: (1) were not caused by the City’s gravity sewer mains; (2) occurred due to actions of a contractors (e.g., directional drilling, or excavating) that breached existing City sewers; (3) resulted from non-structural or non-operations and maintenance causes (e.g., vandalism or minor leakage during a repair). 2.The City determined and assigned for each subdivision an SSO Relative Risk Score, based on SSO location history data (since 2012) and GIS mapping, as follows: •Determined number of SSOs in each subdivision from 2012 through the Effective Date. •Calculated “SSO Relative Risk” score for each subdivision. The SSO Relative Risk score means the percentage of total SSOs that occurred in a given neighborhood divided by the percentage of total length of sewer mains that are in a given neighborhood. For instance, if 4% of SSOs since 2012 occurred in Neighborhood A, and 2% of total system pipes are in Neighborhood A, then the 2 relative risk of Neighborhood A is 2.0. This means that this neighborhood has twice the risk as the average risk neighborhood. •Prioritized subdivisions based on SSO Relative Risk. •Level loaded mileage in order to achieve a constant rate of progress in conducting system wide sewer cleaning and field inspections. 3. Under this approach: •The City will perform subdivision prioritized cleaning and condition assessment within 4 years from the Effective Date. The entire collection system (including performing neighborhoods) shall be cleaned and its condition assessed within ten years after the Effective Date, as specifically provided in Section 5.C (Condition Assessment and Remedial Program) of the Consent Decree. 100% of each subdivision will be cleaned, with cleaning completed in an upstream to downstream direction, ending at the downstream termination manhole defined within GIS. •The City will address all neighborhoods with a relative risk greater than 0 in within the first 4 years of the program. •The City will perform cleaning and condition assessment field inspection activities by subdivision work orders in a systematic process across the entire collection system. The proposed comprehensive sewer cleaning and condition assessment plan prioritizes those areas associated with SSOs in the first 4 years after the Effective Date. Risk-based prioritization approach for Large Diameter Gravity Sewer Mains Large Diameter Gravity Sewer Main Sewershed prioritization will be based on factors including: •SSO history •Condition history •Coordination with potential WWTP consolidation projects •Coordination with other infrastructure improvements such as water or street projects Within 4 years of the Effective Date, per Consent Decree Paragraphs 16 and 18-19, the City will perform an initial inspection of Manholes associated with Large Diameter Gravity Sewer Mains Due to the need to group Large Diameter Gravity Sewer Mains into linear work packages, the City will group and prioritize Large Diameter Gravity Sewer Main inspection and cleaning by Sewershed instead of the neighborhood-based approach described above for Small Diameter Gravity Sewer Mains, as follows: 1.Oso 2.Broadway 3.Greenwood 4.Laguna Madre 5.Allison 3 6. Whitecap Inspections and cleaning will generally be completed in an upstream to downstream direction. The City may update the Sewershed inspection order or the order of inspection of individual Large Diameter Gravity Sewer Mains as new information becomes available to suggest reordering of priorities is warranted. Appendix D Capacity Assessment and Remedial Measures Approach tĞƚtĞĂƚŚĞƌͲZĞůĂƚĞĚ^^KŚĂƌĂĐƚĞƌŝnjĂƚŝŽŶ WĂƌĂŐƌĂƉŚϮϴ͘Ă ^LJƐƚĞŵͲtŝĚĞ,LJĚƌĂƵůŝĐDŽĚĞůŝŶŐ WĂƌĂŐƌĂƉŚϮϴ͘Ğ &ŝĞůĚ/ŶǀĞƐƚŝŐĂƚŝŽŶƐŽĨWŽƚĞŶƚŝĂůĂƉĂĐŝƚLJ ŽŶƐƚƌĂŝŶƚƐ WĂƌĂŐƌĂƉŚϮϴ͘Ő DĂŬĞhƉĚĂƚĞƐƚŽƚŚĞ DŽĚĞůĂƐŶĞĐĞƐƐĂƌLJ ;DKDͿΎ ĂƉĂĐŝƚLJZĞŵĞĚŝĂůDĞĂƐƵƌĞƐ ůƚĞƌŶĂƚŝǀĞƐŶĂůLJƐŝƐ WĂƌĂŐƌĂƉŚϮϴ͘ŝ /ŵƉůĞŵĞŶƚĂƉĂĐŝƚLJZĞŵĞĚŝĂůDĞĂƐƵƌĞƐ WĂƌĂŐƌĂƉŚϯϬ DŽĚĞůͲZĞͲĂůŝďƌĂƚŝŽŶ WƌŽĐĞƐƐ;DKDͿΎ ŽŶƐŽůŝĚĂƚĞĂŶĚWƌŝŽƌŝƚŝnjĞWŽƚĞŶƚŝĂůĂƉĂĐŝƚLJ ŽŶƐƚƌĂŝŶƚƐ WĂƌĂŐƌĂƉŚϮϴ͘Ĩ ĂƚĞŐŽƌŝnjĂƚŝŽŶŽĨ^^KƐ WĂƌĂŐƌĂƉŚϮϴ͘ď ĞƚĞƌŵŝŶĞ&ŝĞůĚ/ŶǀĞƐƚŝŐĂƚŝŽŶdĞĐŚŶŝƋƵĞ WĂƌĂŐƌĂƉŚϮϴ͘Ő ƐƐĞƐƐDĂŝŶƚĞŶĂŶĐĞ&ƌĞƋƵĞŶĐLJ;DKDͿΎ ĂƉĂĐŝƚLJZĞŵĞĚŝĂůDĞĂƐƵƌĞƐWůĂŶ WĂƌĂŐƌĂƉŚϮϵ ĂƉĂĐŝƚLJƐƐĞƐƐŵĞŶƚ^ƵŵŵĂƌLJZĞƉŽƌƚ WĂƌĂŐƌĂƉŚϮϴ͘Ś ĂƉĂĐŝƚLJƐƐĞƐƐŵĞŶƚ WƌŽŐƌĂŵ;DKDͿΎ ƉƉĞŶĚŝdž ĂƉĂĐŝƚLJƐƐĞƐƐŵĞŶƚĂŶĚZĞŵĞĚŝĂůDĞĂƐƵƌĞƐƉƉƌŽĂĐŚ WĂŐĞϭŽĨϰ dŚŝƐĂƉƉĞŶĚŝdžŝƐŵĞĂŶƚƚŽŝůůƵƐƚƌĂƚĞƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨ^ĞĐƚŝŽŶs͘ŽĨƚŚĞŽŶƐĞŶƚĞĐƌĞĞ;͟͞Ϳ͘^ŝŐŶŝĨŝĐĂŶƚĚĞƚĂŝůĞdžŝƐƚƐŝŶ ƚŚĞƚŚĂƚŝƐŶŽƚŝŶƚŚŝƐƉƉĞŶĚŝdž͘dŽƚŚĞĞdžƚĞŶƚƚŚĂƚƚŚŝƐƉƉĞŶĚŝdžĂŶĚƚŚĞĂƌĞŝŶĐŽŶƐŝƐƚĞŶƚ͕ƚŚĞĐŽŶƚƌŽůƐ͘ ZĞĨĞƌƚŽůĞĂŶŝŶŐŽƌ ŽŶĚŝƚŝŽŶZĞŵĞĚŝĂů WƌŽĐĞƐƐΎ WĂƌĂŐƌĂƉŚϮϴ͘Ě ^ĞĐƚŝŽŶƐs͕͘s͕͘ ĂŶĚs͘& ΎdŚĞƐĞĂĐƚŝǀŝƚŝĞƐǁŝůůŽĐĐƵƌĂƐ ƉĂƌƚŽĨƚŚĞDKD͘ tĞƚtĞĂƚŚĞƌͲZĞůĂƚĞĚ^^KŚĂƌĂĐƚĞƌŝnjĂƚŝŽŶWĂƌĂŐƌĂƉŚϮϴ͘Ă x ǀĂůƵĂƚĞ^^KƐĚƵƌŝŶŐǁĞƚǁĞĂƚŚĞƌĞǀĞŶƚƐϰLJĞĂƌƐďĞĨŽƌĞĂŶĚϯLJĞĂƌƐĂĨƚĞƌ ĨĨĞĐƚŝǀĞĂƚĞ xĐƚŝǀŝƚŝĞƐŵĂLJŝŶĐůƵĚĞĂƐĂƉƉƌŽƉƌŝĂƚĞ͕ďƵƚĂƌĞŶŽƚůŝŵŝƚĞĚƚŽ͗ xZĞǀŝĞǁĂǀĂŝůĂďůĞƌĞĐŽƌĚƐ xdĂůŬƚŽƐƚĂĨĨƚŚĂƚƉĞƌĨŽƌŵĞĚƚŚĞƉŽƐƚͲ^^KŝŶǀĞƐƚŝŐĂƚŝŽŶ xŽŶƐƵůƚǁŝƚŚĐůĞĂŶŝŶŐĂŶĚƌĞƉĂŝƌĐƌĞǁƐ xtĞƚǁĞĂƚŚĞƌĞǀĞŶƚƐĂƌĞƌĂŝŶĞǀĞŶƚƐƚŚĂƚĞdžĐĞĞĚϭͲŝŶĐŚŽǀĞƌĂϮϰͲŚŽƵƌƉĞƌŝŽĚ ^LJƐƚĞŵͲtŝĚĞ,LJĚƌĂƵůŝĐDŽĚĞůŝŶŐ xŽƌƉƵƐŚƌŝƐƚŝǁŝůůƵƐĞĂϱͲLJĞĂƌ͕ϮϰͲ ŚŽƵƌĂƐƐĞƐƐŵĞŶƚƐƚŽƌŵĂƚĞdžŝƐƚŝŶŐ ƉŽƉƵůĂƚŝŽŶƐĐĞŶĂƌŝŽŝŶƚŚĞŵŽĚĞůĂƐ ƚŚĞĂƐƐĞƐƐŵĞŶƚƉĂƌĂŵĞƚĞƌƐƚŽ ŝĚĞŶƚŝĨLJĚŝƐĐƌĞƚĞƐLJƐƚĞŵĐŽŵƉŽŶĞŶƚƐ ƚŚĂƚƌĞƐƵůƚŝŶĂWƌŝŽƌŝƚLJϭƚŚƌŽƵŐŚϱ ĐĂƚĞŐŽƌŝnjĂƚŝŽŶĂƐĚĞƐĐƌŝďĞĚŝŶƚŚĞ ͞ŽŶƐŽůŝĚĂƚĞĂŶĚWƌŝŽƌŝƚŝnjĞWŽƚĞŶƚŝĂů ĂƉĂĐŝƚLJŽŶƐƚƌĂŝŶƚƐ͟ďŽdžďĞůŽǁ͘ x/ĚĞŶƚŝĨLJWƌŝŽƌŝƚLJϭƚŚƌŽƵŐŚϱƉŽƚĞŶƚŝĂů ĂƉĂĐŝƚLJŽŶƐƚƌĂŝŶƚƐ͘ ŽŶƐŽůŝĚĂƚĞĂŶĚWƌŝŽƌŝƚŝnjĞWŽƚĞŶƚŝĂůĂƉĂĐŝƚLJŽŶƐƚƌĂŝŶƚƐWĂƌĂŐƌĂƉŚϮϴ͘Ĩ WƌŝŽƌŝƚLJϭͲĂƚĞŐŽƌLJ^^KĂŶĚƚŚĞ,LJĚƌĂƵůŝĐDŽĚĞůĂůƐŽƉƌĞĚŝĐƚƐ^^KǁŝƚŚŝŶƚŚĞĂƐƐĞƐƐŵĞŶƚƉĂƌĂŵĞƚĞƌƐ͘ WƌŝŽƌŝƚLJϮͲtŚĞƌĞ,LJĚƌĂƵůŝĐDŽĚĞůƉƌĞĚŝĐƚƐ^^KǁŝƚŚŝŶƚŚĞĂƐƐĞƐƐŵĞŶƚƉĂƌĂŵĞƚĞƌƐ͕ďƵƚǁŝƚŚŶŽŽďƐĞƌǀĞĚ^^K͘ ĂƚĞŐŽƌLJ^^K͕ďƵƚƚŚĞ,LJĚƌĂƵůŝĐDŽĚĞůĚŽĞƐŶŽƚƉƌĞĚŝĐƚ^^KǁŝƚŚŝŶƚŚĞĂƐƐĞƐƐŵĞŶƚƉĂƌĂŵĞƚĞƌƐ͘ WƌŝŽƌŝƚLJϯͲdŚĞ,LJĚƌĂƵůŝĐDŽĚĞůƉƌĞĚŝĐƚƐŚLJĚƌĂƵůŝĐŐƌĂĚĞůŝŶĞ;,'>ͿŶĞĂƌŐƌŽƵŶĚĞůĞǀĂƚŝŽŶǁŝƚŚŝŶƚŚĞĂƐƐĞƐƐŵĞŶƚ ƉĂƌĂŵĞƚĞƌƐ͘ WƌŝŽƌŝƚLJϰͲĂƚĞŐŽƌLJ^^K͘ WƌŝŽƌŝƚLJϱͲdŚĞ,LJĚƌĂƵůŝĐDŽĚĞůƉƌĞĚŝĐƚƐƚŚĂƚƉŝƉĞĚĞƐŝŐŶĐĂƉĂĐŝƚLJŝƐĞdžĐĞĞĚĞĚĨŽƌƐƵƐƚĂŝŶĞĚϲϬŵŝŶƵƚĞƐŽƌŵŽƌĞ ďƵƚƚŚĞ,'>ŝƐŶŽƚŶĞĂƌƚŚĞŐƌŽƵŶĚĞůĞǀĂƚŝŽŶǁŝƚŚŝŶƚŚĞĂƐƐĞƐƐŵĞŶƚƉĂƌĂŵĞƚĞƌƐ͘ EŽƚĞƐ xdŚĞůŝƐƚĂďŽǀĞƌĞƉƌĞƐĞŶƚƐĐƌŝƚĞƌŝĂĨŽƌƵƐĞďLJŝƚLJŝŶƉƌŝŽƌŝƚŝnjŝŶŐƚŚĞƉŽƚĞŶƚŝĂůĂƉĂĐŝƚLJŽŶƐƚƌĂŝŶƚƐƚŚĂƚŵĂLJ ǁĂƌƌĂŶƚ&ŝĞůĚ/ŶǀĞƐƚŝŐĂƚŝŽŶ͘dŚĞŝƚLJǁŝůůƉƌŝŽƌŝƚŝnjĞĨŝĞůĚŝŶǀĞƐƚŝŐĂƚŝŽŶƐďLJ͕ŝŶŐĞŶĞƌĂů͕ƐƚĂƌƚŝŶŐĂƚƚŚĞƚŽƉŽĨƚŚĞůŝƐƚ͕ ǁŝƚŚWƌŝŽƌŝƚLJϭƚĂŬŝŶŐƚŚĞŚŝŐŚĞƐƚƉƌŝŽƌŝƚLJĂŶĚWƌŝŽƌŝƚLJϱƚĂŬŝŶŐƚŚĞůŽǁĞƐƚƉƌŝŽƌŝƚLJ͘/ŶŐĞŶĞƌĂů͕ƚŚĞŝƚLJƐŚĂůůƐƚĂƌƚ ǁŝƚŚWƌŝŽƌŝƚLJϭĂŶĚǁŽƌŬƚŽǁĂƌĚƐůŽǁĞƌƉƌŝŽƌŝƚŝĞƐĂƐŚŝŐŚĞƌƉƌŝŽƌŝƚLJĨŝĞůĚŝŶǀĞƐƚŝŐĂƚŝŽŶƐĂƌĞĐŽŶĐůƵĚĞĚ͘ŽƌƉƵƐ ŚƌŝƐƚŝŵĂLJƌĞƉƌŝŽƌŝƚŝnjĞƉŽƚĞŶƚŝĂůĂƉĂĐŝƚLJŽŶƐƚƌĂŝŶƚƐĂƐŶĞǁŝŶĨŽƌŵĂƚŝŽŶďĞĐŽŵĞƐĂǀĂŝůĂďůĞŽƌĂĚũƵƐƚŵĞŶƚƐƚŽ ƚŚĞŵŽĚĞůĂƌĞŵĂĚĞ͘ xWƌŝŽƌŝƚŝĞƐϭͲϰĂƌĞŵŽƌĞůŝŬĞůLJƚŚĂŶϱ͛ƐƚŽǁĂƌƌĂŶƚĨŝĞůĚŝŶǀĞƐƚŝŐĂƚŝŽŶ͕ƚŚŽƵŐŚƚŚŝƐƐŚĂůůďĞĚĞƚĞƌŵŝŶĞĚďĂƐĞĚƵƉŽŶĂ ĐĂƐĞͲďLJͲĐĂƐĞĞŶŐŝŶĞĞƌŝŶŐĂƐƐĞƐƐŵĞŶƚ;ĨŽƌĞdžĂŵƉůĞ͕ƐƵĐŚĂƐŝŶǀĞƌƚĞĚƐŝƉŚŽŶƐǁŚŝĐŚĂƌĞŝŶƚĞŶƚŝŽŶĂůůLJŽƉĞƌĂƚĞĚ ƐƵďŵĞƌŐĞĚǁŝƚŚ,'>ĂďŽǀĞƉŝƉĞĐƌŽǁŶͿ͘ xWƌŝŽƌŝƚLJϱ͛ƐƐŚĂůůďĞŬĞƉƚŽŶĂŵŽŶŝƚŽƌŝŶŐůŝƐƚŽƌŐŽƚŽĨŝĞůĚŝŶǀĞƐƚŝŐĂƚŝŽŶĂƐǁĂƌƌĂŶƚĞĚďĂƐĞĚƵƉŽŶĂĐĂƐĞͲďLJĐĂƐĞ ĞŶŐŝŶĞĞƌŝŶŐĂƐƐĞƐƐŵĞŶƚ͘WƌŝŽƌŝƚLJϱΖƐƚŚĂƚĚŽŶŽƚŐŽƚŽĨŝĞůĚŝŶǀĞƐƚŝŐĂƚŝŽŶƐŚĂůůďĞŬĞƉƚŽŶƚŚĞƉŽƚĞŶƚŝĂůĂƉĂĐŝƚLJ ŽŶƐƚƌĂŝŶƚůŝƐƚĂŶĚŵŽŶŝƚŽƌĞĚĂƐƵƉĚĂƚĞƐĂƌĞŵĂĚĞƚŽƚŚĞŵŽĚĞů͘ ƐƐĞƐƐDĂŝŶƚĞŶĂŶĐĞ&ƌĞƋƵĞŶĐLJĂƚĂ ;DKDͿΎ ǀĂůƵĂƚĞ͕ĂŶĚŵŽĚŝĨLJĂƐŶĞĞĚĞĚ͕ƚŚĞ ŵĂŝŶƚĞŶĂŶĐĞĨƌĞƋƵĞŶĐLJĨŽƌĞĂĐŚƉŝƉĞ ƵŶĚĞƌŝŶǀĞƐƚŝŐĂƚŝŽŶƚŽƉƌĞǀĞŶƚďůŽĐŬĂŐĞƐ ƚŚĂƚǁŽƵůĚƐŝŐŶŝĨŝĐĂŶƚůLJƌĞĚƵĐĞĚĞƐŝŐŶ ĐĂƉĂĐŝƚLJĚƵƌŝŶŐƚŚĞŝŶǀĞƐƚŝŐĂƚŝŽŶ DŽĚĞůZĞͲĐĂůŝďƌĂƚŝŽŶWƌŽĐĞƐƐ;DKDͿΎ xŽůůĞĐƚĂĚĚŝƚŝŽŶĂůĨůŽǁŵĞƚĞƌŝŶŐĚĂƚĂŽǀĞƌƚŝŵĞ xŽůůĞĐƚĂĚĚŝƚŝŽŶĂůƌĂŝŶŐĂƵŐĞĚĂƚĂŽǀĞƌƚŝŵĞ xƉƉůLJĂƉƉƌŽƉƌŝĂƚĞŽďƐĞƌǀĞĚƐƚŽƌŵĞǀĞŶƚƐƚŽŵŽĚĞů xĂůŝďƌĂƚĞƚŚĞŵŽĚĞůƚŽŵĂƚĐŚŵĞĂƐƵƌĞĚĨůŽǁƐ;ĨŽƌďŽƚŚĚƌLJĂŶĚǁĞƚ ǁĞĂƚŚĞƌĨůŽǁƐͿ xƐƐĞƐƐĐĂůŝďƌĂƚŝŽŶĂŶŽŵĂůŝĞƐĂŶĚĂĚũƵƐƚŵŽĚĞů EŽƚĞƐ xdŚŝƐƉƌŽĐĞƐƐŝƐĐƵƌƌĞŶƚůLJƉůĂŶŶĞĚƚŽŽĐĐƵƌĂƐŶĞĞĚĞĚŝŶƚŚĞĨƵƚƵƌĞ ĚĞƉĞŶĚŝŶŐŽŶƐLJƐƚĞŵŐƌŽǁƚŚͬĐŚĂŶŐĞƌĂƚĞŽƌŽƚŚĞƌĨĂĐƚŽƌƐ͘ x/ĨŶĞĞĚĞĚ͕ŵŽĚĞůƌĞͲĐĂůŝďƌĂƚŝŽŶǁŝůůďĞƉĞƌĨŽƌŵĞĚĂƐƉĂƌƚŽĨDKD ^ĞĞWĂŐĞϯ͕ĞƚĞƌŵŝŶĞ&ŝĞůĚ/ŶǀĞƐƚŝŐĂƚŝŽŶ dĞĐŚŶŝƋƵĞ ^ĞĞWĂŐĞϯ͕ DĂŬĞ DŽĚĞů hƉĚĂƚĞƐĂƐ EĞĐĞƐƐĂƌLJ ZĞĨĞƌƚŽ ůĞĂŶŝŶŐŽƌ ŽŶĚŝƚŝŽŶ ZĞŵĞĚŝĂů WƌŽĐĞƐƐΎ WĂƌĂŐƌĂƉŚ Ϯϴ͘Ě ^ĞĐƚŝŽŶs͘ ^ĞĐƚŝŽŶs͘ ^ĞĐƚŝŽŶs͘& ƉƉĞŶĚŝdž ĂƉĂĐŝƚLJƐƐĞƐƐŵĞŶƚĂŶĚZĞŵĞĚŝĂůDĞĂƐƵƌĞƐƉƉƌŽĂĐŚ WĂŐĞϮŽĨϰ ΎdŚĞƐĞ ĂĐƚŝǀŝƚŝĞƐ ǁŝůůŽĐĐƵƌĂƐ ƉĂƌƚŽĨƚŚĞ DKD͘ ĂƚĞŐŽƌŝnjĂƚŝŽŶŽĨ^^KƐWĂƌĂŐƌĂƉŚsϮϴ͘ď A)Most likely a capacity-related SSO. Existing data indicate that there does not appear to bea history of maintenance or structural issues that may have led to the SSO. B) Most likely maintenance related or condition related. Existing data indicate that the causeis most likely a maintenance-related cause such as FOG, roots, or debris, or a condition-related cause, such as a protruding lateral or an offset joint, but there may also be a Capacity Constraint at the SSO location. C) Not a capacity-related SSO. Existing data indicate that the SSO was not capacity related.Examples include isolated events such as pool or colling towers being drained into the sewer system or cleaning maintenance related issues such as significant FOG, roots, or debris. CD Paragraph 28.e &ŝĞůĚ/ŶǀĞƐƚŝŐĂƚŝŽŶƐŽĨWŽƚĞŶƚŝĂůĂƉĂĐŝƚLJŽŶƐƚƌĂŝŶƚƐWĂƌĂŐƌĂƉŚϮϴ͘Ő ŝƚLJƐŚĂůůŝŵƉůĞŵĞŶƚƐĞůĞĐƚĞĚĨŝĞůĚŝŶǀĞƐƚŝŐĂƚŝŽŶƚĞĐŚŶŝƋƵĞĂƚĞĂĐŚůŽĐĂƚŝŽŶǁŝƚŚĂƉƌŝŽƌŝƚLJϭͲϰƉŽƚĞŶƚŝĂů ĂƉĂĐŝƚLJŽŶƐƚƌĂŝŶƚƵŶƚŝůĂƐŝŐŶŝĨŝĐĂŶƚǁĞƚǁĞĂƚŚĞƌĞǀĞŶƚŽĐĐƵƌƐŝŶŽƌĚĞƌƚŽĚĞƚĞƌŵŝŶĞǁŚĞƚŚĞƌƚŚĞƌĞŝƐĂ ƐŝŐŶŝĨŝĐĂŶƚǁĞƚǁĞĂƚŚĞƌƌĞƐƉŽŶƐĞ͘/ŶƉĞƌĨŽƌŵŝŶŐĨŝĞůĚŝŶǀĞƐƚŝŐĂƚŝŽŶƐ͕ƚŚĞŝƚLJƐŚĂůůĂĚŚĞƌĞƚŽƚŚĞĨŽůůŽǁŝŶŐ ŐƵŝĚĞůŝŶĞƐ͗ x^ŝŐŶŝĨŝĐĂŶƚǁĞƚǁĞĂƚŚĞƌĞǀĞŶƚƐĂƌĞƌĂŝŶĞǀĞŶƚƐƚŚĂƚĞdžĐĞĞĚϭͲŝŶĐŚŽǀĞƌĂϮϰͲŚŽƵƌƉĞƌŝŽĚ͘ xdŚĞĂƐƐĞƐƐŵĞŶƚƐƚŽƌŵŝƐĂϱͲLJĞĂƌ͕ϮϰͲŚŽƵƌƐƚŽƌŵĂƚĞdžŝƐƚŝŶŐƉŽƉƵůĂƚŝŽŶƐĐĞŶĂƌŝŽ͘ x/ĨƚŚĞ,'>ŝƐĂƚŽƌŶĞĂƌŐƌŽƵŶĚƐƵƌĨĂĐĞĞůĞǀĂƚŝŽŶĚƵƌŝŶŐĂǁĞƚǁĞĂƚŚĞƌĞǀĞŶƚůĞƐƐƚŚĂŶϭͲŝŶĐŚŽǀĞƌĂϮϰŚŽƵƌ ƉĞƌŝŽĚ͕ŝĚĞŶƚŝĨLJĂƐĂsĞƌŝĨŝĞĚĂƉĂĐŝƚLJŽŶƐƚƌĂŝŶƚĂŶĚƌĞĨĞƌĨŽƌƌĞŵĞĚŝĂůŵĞĂƐƵƌĞƐĂůƚĞƌŶĂƚŝǀĞƐĂŶĂůLJƐŝƐ͘ x&ŽƌƐŝŐŶŝĨŝĐĂŶƚǁĞƚǁĞĂƚŚĞƌĞǀĞŶƚƐƚŚĂƚĂƌĞůĞƐƐƚŚĂŶƚŚĞĂƐƐĞƐƐŵĞŶƚƐƚŽƌŵ͕ƚŚĞĨŽůůŽǁŝŶŐŐƵŝĚĞůŝŶĞƐĂƉƉůLJ͗ xƉƉůLJŽďƐĞƌǀĞĚƐƚŽƌŵƚŽ,LJĚƌĂƵůŝĐDŽĚĞůĂŶĚĚĞƚĞƌŵŝŶĞƉƌĞĚŝĐƚĞĚ,'>ĂƚƚŚĞƉŽƚĞŶƚŝĂůĐĂƉĂĐŝƚLJ ĐŽŶƐƚƌĂŝŶƚůŽĐĂƚŝŽŶ͘ŽŵƉĂƌĞƉƌĞĚŝĐƚĞĚ,'>ĨƌŽŵ,LJĚƌĂƵůŝĐDŽĚĞůƚŽŽďƐĞƌǀĞĚ,'>͘ŽƌƉƵƐŚƌŝƐƚŝ ǁŝůůƵƐĞŝƚƐďĞƐƚƉƌŽĨĞƐƐŝŽŶĂůũƵĚŐŵĞŶƚƚŽĂĚũƵƐƚƚŚĞ,LJĚƌĂƵůŝĐDŽĚĞůŝĨĂƉƉƌŽƉƌŝĂƚĞ͘ x/ĨŽďƐĞƌǀĞĚ,'>ŝƐĂƚŽƌĂďŽǀĞƚŚĞ,LJĚƌĂƵůŝĐDŽĚĞů͛ƐƉƌĞĚŝĐƚĞĚ,'>ĂƚƚŚĞŽďƐĞƌǀĞĚƐƚŽƌŵ͗ Ă͘&ŽƌWƌŝŽƌŝƚLJϭ͕ϮĂŶĚϯ͗ŝĚĞŶƚŝĨLJĂƐĂsĞƌŝĨŝĞĚĂƉĂĐŝƚLJŽŶƐƚƌĂŝŶƚĂŶĚƌĞĨĞƌĨŽƌĂůƚĞƌŶĂƚŝǀĞƐ ĂŶĂůLJƐŝƐ͕ĂƐĂƉƉƌŽƉƌŝĂƚĞ ď͘&ŽƌWƌŝŽƌŝƚLJϰĂŶĚϱ͗ĞǀĂůƵĂƚĞŽŶĂĐĂƐĞͲďLJͲĐĂƐĞďĂƐŝƐĂŶĚƌĞĨĞƌƚŽĂůƚĞƌŶĂƚŝǀĞƐĂŶĂůLJƐŝƐ͕ĂƐ ĂƉƉƌŽƉƌŝĂƚĞ x/ĨŽďƐĞƌǀĞĚ,'>ŝƐůĞƐƐƚŚĂŶƚŚĞ,LJĚƌĂƵůŝĐDŽĚĞů͛ƐƉƌĞĚŝĐƚĞĚ,'>ĂƚƚŚĞŽďƐĞƌǀĞĚƐƚŽƌŵ͗ Ă͘&ŽƌWƌŝŽƌŝƚLJϭĂŶĚϮ͗ ŝ͘/Ĩ,LJĚƌĂƵůŝĐDŽĚĞůƉƌĞĚŝĐƚƐĂŶŽǀĞƌĨůŽǁĂƚƚŚĞĂƐƐĞƐƐŵĞŶƚƐƚŽƌŵ͕ĞǀĂůƵĂƚĞŽŶĂĐĂƐĞͲďLJͲĐĂƐĞ ďĂƐŝƐĂŶĚƌĞĨĞƌĨŽƌƌĞŵĞĚŝĂůŵĞĂƐƵƌĞƐĂůƚĞƌŶĂƚŝǀĞƐĂŶĂůLJƐŝƐ͕ĂƐĂƉƉƌŽƉƌŝĂƚĞ͘ ŝŝ͘/Ĩ,LJĚƌĂƵůŝĐDŽĚĞůĚŽĞƐŶŽƚƉƌĞĚŝĐƚĂŶŽǀĞƌĨůŽǁĂƚƚŚĞĂƐƐĞƐƐŵĞŶƚƐƚŽƌŵ͕ƌĞŵŽǀĞƚŚĞƐĞ ƐŝƚĞƐĨƌŽŵƚŚĞĨŝĞůĚŝŶǀĞƐƚŝŐĂƚŝŽŶƉƌŽŐƌĂŵĂƐĂƉƉƌŽƉƌŝĂƚĞ͘dŚĞŝƚLJǁŝůůĐŽŶƚŝŶƵĞƚŽŵŽŶŝƚŽƌ ƚŚĞƐĞƐŝƚĞƐĂƐƉĂƌƚŽĨDKD͘ ď͘&ŽƌWƌŝŽƌŝƚLJϯ͕ϰ͕ĂŶĚϱ͗ƌĞŵŽǀĞƚŚĞƐŝƚĞĨƌŽŵƚŚĞĨŝĞůĚŝŶǀĞƐƚŝŐĂƚŝŽŶƉƌŽŐƌĂŵĂƐ ĂƉƉƌŽƉƌŝĂƚĞ͘dŚĞŝƚLJǁŝůůĐŽŶƚŝŶƵĞƚŽŵŽŶŝƚŽƌƚŚĞƐĞƐŝƚĞƐĂƐƉĂƌƚŽĨDKD͘ xdŚĞŝƚLJǁŝůůĚĞƚĞƌŵŝŶĞƚŚĂƚŶŽĐĂƉĂĐŝƚLJĐŽŶƐƚƌĂŝŶƚĞdžŝƐƚƐĂƚĂƐŝƚĞǁŚĞŶĂǁĞƚǁĞĂƚŚĞƌĞǀĞŶƚŽĐĐƵƌƐƚŚĂƚŝƐ ĂƉƉƌŽdžŝŵĂƚĞůLJĞƋƵĂůƚŽŽƌĞdžĐĞĞĚƐƚŚĞĂƐƐĞƐƐŵĞŶƚƐƚŽƌŵ͕ĂŶĚŶŽŽǀĞƌĨůŽǁƚĂŬĞƐƉůĂĐĞ͘ŶLJƐƵĐŚƐŝƚĞƐǁŝůůďĞ ƌĞŵŽǀĞĚĨƌŽŵƚŚĞĨŝĞůĚŝŶǀĞƐƚŝŐĂƚŝŽŶƉƌŽŐƌĂŵĂŶĚŵŽŶŝƚŽƌĞĚŝŶƚŚĞĨƵƚƵƌĞĂƐƉĂƌƚŽĨDKD xtŚĞƌĞŶŽƐŝŐŶŝĨŝĐĂŶƚǁĞƚǁĞĂƚŚĞƌƌĞƐƉŽŶƐĞŽĐĐƵƌƐ͕ƚŚĞŝƚLJǁŝůůƌĞŵŽǀĞĂůŽĐĂƚŝŽŶĨƌŽŵƚŚĞĨŝĞůĚ ŝŶǀĞƐƚŝŐĂƚŝŽŶƉƌŽŐƌĂŵ DĂŬĞhƉĚĂƚĞƐƚŽƚŚĞ DŽĚĞůĂƐEĞĐĞƐƐĂƌLJ ;DKDͿΎ x^ƵĐŚƵƉĚĂƚĞƐŵĂLJ ŝŶĐůƵĚĞĐĂůŝďƌĂƚŝŽŶ ŽƉƉŽƌƚƵŶŝƚŝĞƐ ďĂƐĞĚŽŶĨůŽǁ ŵĞƚĞƌĚĂƚĂ͕ ƵƉĚĂƚĞƐƚŽ ĂƚƚƌŝďƵƚĞƐĨŽƵŶĚ ĚƵƌŝŶŐƚŚĞĨŝĞůĚ ŝŶǀĞƐƚŝŐĂƚŝŽŶ͕ ĂĐĐŽƵŶƚŝŶŐĨŽƌ ĚĞďƌŝƐůŽĂĚŝŶŐ͕Žƌ ŽƚŚĞƌƌĞůĞǀĂŶƚŶĞǁ ĚĂƚĂ EŽƚĞƐ xhƉĚĂƚĞƐǁŝůůďĞ ƉĞƌĨŽƌŵĞĚĂƐƉĂƌƚ ŽĨDKD ĞƚĞƌŵŝŶĞ&ŝĞůĚ/ŶǀĞƐƚŝŐĂƚŝŽŶdĞĐŚŶŝƋƵĞ WĂƌĂŐƌĂƉŚϮϴ͘Ő ĞƚĞƌŵŝŶĞǁŚŝĐŚ&ŝĞůĚ/ŶǀĞƐƚŝŐĂƚŝŽŶdĞĐŚŶŝƋƵĞŝƐŵŽƐƚĂƉƉƌŽƉƌŝĂƚĞĨŽƌĞĂĐŚŝĚĞŶƚŝĨŝĞĚƉŽƚĞŶƚŝĂů ĂƉĂĐŝƚLJŽŶƐƚƌĂŝŶƚ x&ůŽǁŵĞĂƐƵƌĞŵĞŶƚ x>ĞǀĞůŵĞĂƐƵƌĞŵĞŶƚ xsŝƐƵĂůŝŶƐƉĞĐƚŝŽŶ xKƚŚĞƌ;ƐƉĞĐŝĨLJͿ ĂƉĂĐŝƚLJƐƐĞƐƐŵĞŶƚ^ƵŵŵĂƌLJZĞƉŽƌƚ (CD Paragraph 28.h) ^ĞĞĂƉĂĐŝƚLJƐƐĞƐƐŵĞŶƚZĞƉŽƌƚdĞŵƉůĂƚĞŝŶƉƉĞŶĚŝdž/. ZĞƉŽƌƚƚŽďĞƌĞǀŝĞǁĞĚĂŶĚĐŽŵŵĞŶƚĞĚƵƉŽŶďLJ W. ƉƉĞŶĚŝdž ĂƉĂĐŝƚLJƐƐĞƐƐŵĞŶƚĂŶĚZĞŵĞĚŝĂůDĞĂƐƵƌĞƐƉƉƌŽĂĐŚ WĂŐĞϯŽĨϰ ^ĞĞWĂŐĞϰ ^ĞĞWĂŐĞϮ ^ĞĞWĂŐĞϮ ΎdŚĞƐĞ ĂĐƚŝǀŝƚŝĞƐ ǁŝůůŽĐĐƵƌĂƐ ƉĂƌƚŽĨƚŚĞ DKD͘ ƉƉĞŶĚŝdž ĂƉĂĐŝƚLJƐƐĞƐƐŵĞŶƚĂŶĚZĞŵĞĚŝĂůDĞĂƐƵƌĞƐƉƉƌŽĂĐŚ WĂŐĞϰŽĨϰ /ŵƉůĞŵĞŶƚĂƉĂĐŝƚLJZĞŵĞĚŝĂůDĞĂƐƵƌĞƐ(CD Paragraph 30) x WƌŝŽƌŝƚŝnjĞƌĞŵĞĚŝĂůŵĞĂƐƵƌĞƐĂŶĚƉĞƌŝŽĚŝĐĂůůLJĞǀĂůƵĂƚĞƉƌŝŽƌŝƚŝĞƐ x'ĞŶĞƌĂůůLJ͕ƌĞǀŝĞǁƐĞǀĞƌŝƚLJŽĨĂƉĂĐŝƚLJŽŶƐƚƌĂŝŶƚƐŝĚĞŶƚŝĨŝĞĚĚƵƌŝŶŐ ŝŶƐƉĞĐƚŝŽŶƐ͕ĨƌĞƋƵĞŶĐLJĂŶĚŚŝƐƚŽƌLJŽĨĐĂƉĂĐŝƚLJͲƌĞůĂƚĞĚ^^KƐ͕ƉŝƉĞƐŝnjĞ͕ĂŐĞ ĂŶĚŵĂƚĞƌŝĂů͕ŵĂŝŶƚĞŶĂŶĐĞŚŝƐƚŽƌLJ͕ƌĞůĂƚŝŽŶƐŚŝƉŽĨĂƉĂĐŝƚLJŽŶƐƚƌĂŝŶƚ ĂƌĞĂƐŽĨƚŚĞtd^ƚŽŐƌŽǁƚŚͲƌĞůĂƚĞĚŝŵƉƌŽǀĞŵĞŶƚƐĂŶĚͬŽƌĐŽŶĚŝƚŝŽŶͲ ƌĞůĂƚĞĚŝŵƉƌŽǀĞŵĞŶƚƐ͕ƉƌĂĐƚŝĐĂůƉůĂŶŶŝŶŐĐŽŶƐŝĚĞƌĂƚŝŽŶƐĂŶĚŽƚŚĞƌ ĐƌŝƚĞƌŝĂĚĞƚĞƌŵŝŶĞĚƚŽďĞĂƉƉƌŽƉƌŝĂƚĞďLJŽƌƉƵƐŚƌŝƐƚŝ͘ xŽŽƌĚŝŶĂƚĞǁŝƚŚĐŽŶĚŝƚŝŽŶƌĞŵĞĚŝĂůŵĞĂƐƵƌĞƐĂƐŶĞĞĚĞĚ xůůŽĐĂƚĞďƵĚŐĞƚ xĞƐŝŐŶĂƐŶĞĞĚĞĚ x/ŵƉůĞŵĞŶƚƌĞŵĞĚŝĂůŵĞĂƐƵƌĞƐ ĂƉĂĐŝƚLJZĞŵĞĚŝĂůDĞĂƐƵƌĞƐWůĂŶ (CD Paragraph 29) x ^ĞĞĂƉĂĐŝƚLJZĞŵĞĚŝĂůDĞĂƐƵƌĞƐWůĂŶ dĞŵƉůĂƚĞŝŶƉƉĞŶĚŝdž: x WůĂŶƌĞǀŝĞǁĞĚĂŶĚĂƉƉƌŽǀĞĚďLJ W͘ ^ĞĞWĂŐĞϯ ĂƉĂĐŝƚLJZĞŵĞĚŝĂůDĞĂƐƵƌĞƐůƚĞƌŶĂƚŝǀĞƐŶĂůLJƐŝƐ ƐƌĞƋƵŝƌĞĚďLJWĂƌĂŐƌĂƉŚϮϴ͘ŝ͕ƚŚĞŝƚLJƐŚĂůůĐŽŵƉůĞƚĞĂŶĂŶĂůLJƐŝƐŽĨƚŚĞĂǀĂŝůĂďůĞƌĞŵĞĚŝĂůŵĞĂƐƵƌĞƐƚŽĂĚĚƌĞƐƐsĞƌŝĨŝĞĚĂƉĂĐŝƚLJ ŽŶƐƚƌĂŝŶƚƐ͘ƐƉĂƌƚŽĨƚŚŝƐƉƌŽĐĞƐƐ͕ƚŚĞŝƚLJƐŚĂůů͗ xhƚŝůŝnjĞĞdžŝƐƚŝŶŐĚĂƚĂĂŶĚĐŽůůĞĐƚĂŶLJŶĞĐĞƐƐĂƌLJĂĚĚŝƚŝŽŶĂůĨŝĞůĚĚĂƚĂƐƵĐŚĂƐ͗ x^ŵŽŬĞƚĞƐƚŝŶŐ xLJĞƚĞƐƚŝŶŐ x&ůŽǁŵĞƚĞƌŝŶŐ xds x^ƵƌǀĞLJŝŶĨŽƌŵĂƚŝŽŶ xDĂŶŚŽůĞŝŶƐƉĞĐƚŝŽŶĚĂƚĂ xKƚŚĞƌĚĂƚĂĂƐŶĞĞĚĞĚ xhƐĞĞŶŐŝŶĞĞƌŝŶŐĂŶĂůLJƐŝƐƚŽĚĞƚĞƌŵŝŶĞǁŚŝĐŚƐŽůƵƚŝŽŶŝƐŵŽƐƚůŝŬĞůLJƚŽƌĞƐŽůǀĞƚŚĞĐŽŶƐƚƌĂŝŶƚĂƚƚŚĞůŽǁĞƐƚƉŽƐƐŝďůĞĐŽƐƚ ĐŽŶƐŝĚĞƌŝŶŐďŽƚŚůŽŶŐͲƚĞƌŵƉĞƌĨŽƌŵĂŶĐĞĂŶĚůŝĨĞͲĐLJĐůĞĐŽƐƚ͘WŽƐƐŝďůĞŵĞĂƐƵƌĞƐŝŶĐůƵĚĞ͗;ϭͿƌĞͲƌŽƵƚŝŶŐĂƉŽƌƚŝŽŶŽĨƵƉƐƚƌĞĂŵ ǁĂƐƚĞǁĂƚĞƌĨůŽǁƐ͕;ϮͿZĞĚƵĐŝŶŐĨůŽǁƐĞŶƚĞƌŝŶŐƚŚĞtd^ĨƌŽŵĐƵƐƚŽŵĞƌƐ͕;ϯͿƌĞĚƵĐŝŶŐŝŶĨůŽǁ͕;ϰͿƌĞĚƵĐŝŶŐŝŶĨŝůƚƌĂƚŝŽŶ͕;ϱͿ /ŶĐƌĞĂƐĞĐŽŶǀĞLJĂŶĐĞĐĂƉĂĐŝƚLJŽĨtd^͕;ϲͿďƵŝůĚŝŶŐƵƉƐƚƌĞĂŵĨůŽǁĚĞƚĞŶƚŝŽŶĨĂĐŝůŝƚŝĞƐ͕;ϳͿĐŽŶƚŝŶƵĞĚŵŽŶŝƚŽƌŝŶŐ͕Žƌ;ϴͿŽƚŚĞƌ ĞŶŐŝŶĞĞƌŝŶŐƐŽůƵƚŝŽŶƐ͘ xƉƉůLJƚŚĞĚĞƐŝŐŶparametersĂŶĚd YƌĞƋƵŝƌĞĚŐƌŽǁƚŚƉƌŽũĞĐƚŝŽŶƚŽĚĞƚĞƌŵŝŶĞĂƉƉƌŽƉƌŝĂƚĞƉŝƉĞƐŝnjŝŶŐ͕ĂƐŶĞĞĚĞĚ͘ x&ŽƌĐŽŶǀĞLJĂŶĚƚƌĞĂƚƉƌŽũĞĐƚƐ͕ƚŚĞŝƚLJƐŚĂůůĞǀĂůƵĂƚĞƉŽƚĞŶƚŝĂůĚŽǁŶƐƚƌĞĂŵŝŵƉĂĐƚƐŝŶĐůƵĚŝŶŐƚŚĞĂďŝůŝƚLJŽĨƚŚĞttdWƚŽ ŚĂŶĚůĞƚŚĞĨůŽǁ͘ Appendix E Condition Assessment and Remedial Measures Approach $SSHQGL[( &RQGLWLRQ$VVHVVPHQWDQG5HPHGLDO0HDVXUHV$SSURDFK ŽŶĚŝƚŝŽŶƐƐĞƐƐŵĞŶƚĂŶĚZĞŵĞĚŝĂůDĞĂƐƵƌĞƐĨŽƌ'ƌĂǀŝƚLJ^ĞǁĞƌDĂŝŶƐĂŶĚDĂŶŚŽůĞƐ ^ĞĐƚŝŽŶs͕͘WĂƌĂŐƌĂƉŚƐϭϴͲϮϳ /ŵƉůĞŵĞŶƚŽŶĚŝƚŝŽŶZĞŵĞĚŝĂůDĞĂƐƵƌĞƐ WĂƌĂŐƌĂƉŚϮϱͲϮϲ ZĞŵĞĚŝĂůDĞĂƐƵƌĞƐůƚĞƌŶĂƚŝǀĞƐŶĂůLJƐŝƐ WĂƌĂŐƌĂƉŚϮϯ WĂŐĞϭŽĨϰ DĂŝŶƚĞŶĂŶĐĞŶĂůLJƐŝƐ ;DKDͿΎ /ŶƐƉĞĐƚŝŽŶĂŶĚƐƐĞƐƐŵĞŶƚ WĂƌĂŐƌĂƉŚϭϵ DŽŶŝƚŽƌŝŶŐŶĂůLJƐŝƐ ;DKDͿΎ WĞƌĨŽƌŵŝŶŐƐƐĞƚƐWƌŽŐƌĂŵ WĂƌĂŐƌĂƉŚϮϳ ĞŐŝŶŶŝŶŐŽŶŽƌďĞĨŽƌĞϰLJĞĂƌƐĂĨƚĞƌ ĨĨĞĐƚŝǀĞĂƚĞ ^ŵĂůůŝĂŵĞƚĞƌ'ƌĂǀŝƚLJ^ĞǁĞƌDĂŝŶƐ ;>ĞƐƐƚŚĂŶϮϰΗŝĂŵĞƚĞƌͿ >ĂƌŐĞŝĂŵĞƚĞƌ'ƌĂǀŝƚLJ^ĞǁĞƌDĂŝŶƐ ;'ƌĞĂƚĞƌƚŚĂŶŽƌĞƋƵĂůƚŽϮϰΗŝĂŵĞƚĞƌͿDĂŶŚŽůĞƐ ŽŶĚŝƚŝŽŶƐƐĞƐƐŵĞŶƚZĞƉŽƌƚ WĂƌĂŐƌĂƉŚϮϭ WƌŝŽƌŝƚLJWƌŽũĞĐƚƐWƌŽŐƌĂŵ WĂƌĂŐƌĂƉŚϮϬ ŽŶĚŝƚŝŽŶZĞŵĞĚŝĂůDĞĂƐƵƌĞƐWůĂŶ WĂƌĂŐƌĂƉŚϮϰ ƵĞϱ͘ϱLJĞĂƌƐĨƌŽŵ ĨĨĞĐƚŝǀĞĂƚĞ dŚŝƐĂƉƉĞŶĚŝdžŝƐŵĞĂŶƚƚŽŝůůƵƐƚƌĂƚĞƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨ^ĞĐƚŝŽŶs͘ŽĨƚŚĞŽŶƐĞŶƚĞĐƌĞĞ;͟͞Ϳ͘^ŝŐŶŝĨŝĐĂŶƚĞƚĂŝůĞdžŝƐƚƐ ŝŶƚŚĞƚŚĂƚŝƐŶŽƚŝŶƚŚŝƐƉƉĞŶĚŝdž͘dŽƚŚĞĞdžƚĞŶƚƚŚĂƚƚŚŝƐƉƉĞŶĚŝdžĂŶĚƚŚĞĂƌĞŝŶĐŽŶƐŝƐƚĞŶƚ͕ƚŚĞĐŽŶƚƌŽůƐ͘ ΎdŚĞƐĞĂĐƚŝǀŝƚŝĞƐǁŝůůŽĐĐƵƌĂƐ ƉĂƌƚŽĨƚŚĞDKD͘ $SSHQGL[( &RQGLWLRQ$VVHVVPHQWDQG5HPHGLDO0HDVXUHV$SSURDFK WůĂŶ͕^ĐŚĞĚƵůĞ͕ĂŶĚŽŶĚƵĐƚ^LJƐƚĞŵtŝĚĞ/ŶƐƉĞĐƚŝŽŶĐƚŝǀŝƚŝĞƐ ^ŵĂůůŝĂŵĞƚĞƌ'ƌĂǀŝƚLJ^ĞǁĞƌDĂŝŶƐ;>ĞƐƐƚŚĂŶϮϰΗŝĂŵĞƚĞƌͿ WĂƌĂŐƌĂƉŚƐϭϵ͘ĂĂŶĚϭϵ͘Ă͘ŝŝ /ŶƐƉĞĐƚŝŽŶŵĞƚŚŽĚƐ x&ŽƌŶŽŶͲWsƉŝƉĞƐĂƐĚĞƐĐƌŝďĞĚŝŶWĂƌĂŐƌĂƉŚϭϵ͘Ă͘ŝŝ͘ϭ͘ĂŶĚ ŶŽŶͲWsƉŝƉĞƐŝŶƚŚĞWĞƌĨŽƌŵŝŶŐƐƐĞƚƐWƌŽŐƌĂŵ ^ƵďĚŝǀŝƐŝŽŶƐŝŶƐƚĂůůĞĚďĞĨŽƌĞϭϵϳϰĂƐĚĞƐĐƌŝďĞĚŝŶ WĂƌĂŐƌĂƉŚϭϵ͘Ă͘ŝŝ͘Ϯ͗ xds x &ŽƌƉĞƌĨŽƌŵŝŶŐƐƐĞƚƐWƌŽŐƌĂŵƉŝƉĞŝŶƐƚĂůůĞĚďĞƚǁĞĞŶ ϭϵϳϰĂŶĚϭϵϴϮͿ͗ x &ŽƌƌĞŵĂŝŶŝŶŐƉŝƉĞƐ͕ŝŶĐůƵĚŝŶŐWsĂŶĚWĞƌĨŽƌŵŝŶŐƐƐĞƚƐ WƌŽŐƌĂŵƉŝƉĞƐŝŶƐƚĂůůĞĚďĞƚǁĞĞŶϭϵϴϯĂŶĚthe date ten years prior to the Effective Date͗ x ds͕Žƌ x ƐĞǁĞƌĐůĞĂŶŝŶŐĨŝŶĚŝŶŐƐ͖Žƌ x ƉŽůĞĐĂŵĞƌĂŝŶƐƉĞĐƚŝŽŶƐ͖Žƌ x ŵĞĐŚĂŶŝĐĂůƉƌŽŽĨŝŶŐ͖Žƌ x ƐŵŽŬĞƚĞƐƚŝŶŐ͖Žƌ x ĚLJĞƚĞƐƚŝŶŐ͖Žƌ x ŽƚŚĞƌƚĞĐŚŶŝƋƵĞƐĂƐƚŚĞLJďĞĐŽŵĞĂǀĂŝůĂďůĞĐŽŵŵŽŶůLJ ƵƚŝůŝnjĞĚďLJŽƚŚĞƌƐĞǁĞƌŵĂŶĂŐĞŵĞŶƚĂŐĞŶĐŝĞƐ͘ WƌŝŽƌŝƚŝnjĞƉŝƉĞƐĨŽƌŝŶƐƉĞĐƚŝŽŶ x WƌŝŽƌŝƚŝnjĞƉŝƉĞƐƉĞƌƚŚĞWƌŝŽƌŝƚŝnjĂƚŝŽŶƉƉƌŽĂĐŚƉƉĞŶĚŝdžC x ĚĚŝƚŝŽŶĂůŝŶƐƉĞĐƚŝŽŶƐĂƐŶĞĞĚĞĚĨŽƌŝŶǀĞƐƚŝŐĂƚŝŽŶƐ ^ĐŚĞĚƵůĞĂŶĚĐŽŶĚƵĐƚŝŶƐƉĞĐƚŝŽŶĂĐƚŝǀŝƚŝĞƐ x 'ĞŶĞƌĂůůLJ͕ƐĐŚĞĚƵůĞŝŶƐƉĞĐƚŝŽŶĂĐƚŝǀŝƚŝĞƐŝŶĐŽŶũƵŶĐƚŝŽŶ ǁŝƚŚƐŵĂůůĚŝĂŵĞƚĞƌŐƌĂǀŝƚLJƐĞǁĞƌŵĂŝŶĐůĞĂŶŝŶŐ >ĂƌŐĞŝĂŵĞƚĞƌ'ƌĂǀŝƚLJ^ĞǁĞƌDĂŝŶƐ ;'ƌĞĂƚĞƌƚŚĂŶŽƌĞƋƵĂůƚŽϮϰΗŝĂŵĞƚĞƌͿ WĂƌĂŐƌĂƉŚƐ17, ϭϵ͘ĂĂŶĚϭϵ͘Ă͘ŝ /ŶƐƉĞĐƚŝŽŶŵĞƚŚŽĚ x&ŽƌĂůůƉŝƉĞƐƌĞĨĞƌƌĞĚŝŶĂĐĐŽƌĚĂŶĐĞ ǁŝƚŚWĂƌĂŐƌĂƉŚϭ7͗ x ds͖Žƌ x ŽƚŚĞƌĨƵůůůĞŶŐƚŚŝŶƚĞƌŶĂůǀŝƐƵĂů ŝŶƐƉĞĐƚŝŽŶ͘ x&ŽƌĂůůŽƚŚĞƌƉŝƉĞƐ (CD Paragraph 19)͗ xds͖Žƌ x^ŽŶĂƌ͖Žƌ xϯϲϬͲĚĞŐƌĞĞǀŝĚĞŽ͖Žƌ xůĂƐĞƌŝŵĂŐŝŶŐ͖Žƌ xǀŝƐƵĂůŝŶƐƉĞĐƚŝŽŶ͖Žƌ xƉŚLJƐŝĐĂůĞŶƚƌLJ͖Žƌ xŽƚŚĞƌƚĞĐŚŶŝƋƵĞƐĂƐƚŚĞLJďĞĐŽŵĞ ĂǀĂŝůĂďůĞĐŽŵŵŽŶůLJƵƚŝůŝnjĞĚďLJ ŽƚŚĞƌƐĞǁĞƌŵĂŶĂŐĞŵĞŶƚ ĂŐĞŶĐŝĞƐ͘ WƌŝŽƌŝƚŝnjĞƉŝƉĞƐĨŽƌŝŶƐƉĞĐƚŝŽŶ x WƌŝŽƌŝƚŝnjĞƉŝƉĞƐƉĞƌƚŚĞWƌŝŽƌŝƚŝnjĂƚŝŽŶ ƉƉƌŽĂĐŚƉƉĞŶĚŝdžC͘ x ĚĚŝƚŝŽŶĂůŝŶƐƉĞĐƚŝŽŶƐĂƐŶĞĞĚĞĚĨŽƌ ŝŶǀĞƐƚŝŐĂƚŝŽŶƐ͘ ^ĐŚĞĚƵůĞĂŶĚĐŽŶĚƵĐƚŝŶƐƉĞĐƚŝŽŶĂĐƚŝǀŝƚŝĞƐ DĂŶŚŽůĞƐ WĂƌĂŐƌĂƉŚϭϵ͘ď /ŶƐƉĞĐƚŝŽŶDĞƚŚŽĚƐ xsŝƐƵĂů ^ĐŚĞĚƵůĞĂŶĚĐŽŶĚƵĐƚ ŝŶƐƉĞĐƚŝŽŶĂĐƚŝǀŝƚŝĞƐ x/ŶƐƉĞĐƚŝŽŶƐŽĨ ŵĂŶŚŽůĞƐĂƐƐŽĐŝĂƚĞĚ ǁŝƚŚ^ŵĂůůŝĂŵĞƚĞƌ 'ƌĂǀŝƚLJ>ŝŶĞƐDĂŝŶƐ ƐŚĂůůŐĞŶĞƌĂůůLJďĞ ĐŽŶĚƵĐƚĞĚŽŶƚŚĞ ƐĂŵĞƐĐŚĞĚƵůĞƵƐĞĚ ĨŽƌƚŚĞŝŶƐƉĞĐƚŝŽŶŽĨ ƚŚĞĂƐƐŽĐŝĂƚĞĚ'ƌĂǀŝƚLJ ^ĞǁĞƌDĂŝŶ͕Žƌ ƐŽŽŶĞƌ͘ x/ŶƐƉĞĐƚŝŽŶƐŽĨ ŵĂŶŚŽůĞƐĂƐƐŽĐŝĂƚĞĚ ǁŝƚŚ>ĂƌŐĞŝĂŵĞƚĞƌ 'ƌĂǀŝƚLJ^ĞǁĞƌDĂŝŶƐ ƐŚĂůůŐĞŶĞƌĂůůLJďĞ ĐŽŵƉůĞƚĞĚǁŝƚŚŝŶĨŽƵƌ ;ϰͿLJĞĂƌƐŽĨƚŚĞ ĨĨĞĐƚŝǀĞĂƚĞ͘ ^ĞĞWĂŐĞϯ 'ƌĂǀŝƚLJ^ĞǁĞƌDĂŝŶŽŶĚŝƚŝŽŶƐƐĞƐƐŵĞŶƚ dŚĞŝƚLJƐŚĂůůƉĞƌĨŽƌŵĂƐƐĞƐƐŵĞŶƚƐŽĨ'ƌĂǀŝƚLJ^ĞǁĞƌDĂŝŶƐŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨ^ĞĐƚŝŽŶs͘ŽĨƚŚŝƐĞĐƌĞĞ͕ĂŶĚƵƐŝŶŐƚŚĞ ĨŽůůŽǁŝŶŐŐƵŝĚĞůŝŶĞƐ͗ ϭ͘WƌŝŽƌŝƚŝnjĞƚŚĞƌĞǀŝĞǁŽĨŝŶƐƉĞĐƚŝŽŶĚĂƚĂďĂƐĞĚŽŶƚŚĞƐĞǀĞƌŝƚLJŽĨĨŝŶĚŝŶŐƐ͘&Žƌ džĂŵƉůĞ͕ƉƌŝŽƌŝƚŝnjĞƌĞǀŝĞǁŽĨ'ƌĂǀŝƚLJ^ĞǁĞƌDĂŝŶƐƵƐŝŶŐ WWYƵŝĐŬZĂƚŝŶŐƐ͘/ŶŐĞŶĞƌĂů͕ƌĞǀŝĞǁƉŝƉĞƐǁŝƚŚŐƌĂĚĞϱĂŶĚϰĚĞĨĞĐƚƐĨŝƌƐƚ͕ĨŽůůŽǁĞĚďLJƉŝƉĞƐǁŝƚŚŐƌĂĚĞϯ͕Ϯ͕ŽƌϭĚĞĨĞĐƚƐ͘ Ϯ͘ĂƚĞŐŽƌŝnjĞĂůůŝŶƐƉĞĐƚĞĚ'ƌĂǀŝƚLJ^ĞǁĞƌDĂŝŶƐƵƐŝŶŐƚŚĞĨŽůůŽǁŝŶŐƚĂďůĞ͗ xWĞƌĨŽƌŵĂŶĂůLJƐŝƐŽŶŝŶƐƉĞĐƚŝŽŶĚĂƚĂĂŶĚĐŽŶƐŝĚĞƌĂƉƉƌŽƉƌŝĂƚĞĐƌŝƚĞƌŝĂǁŚŝĐŚŵĂLJŝŶĐůƵĚĞĨĂĐƚŽƌƐƐƵĐŚĂƐƚŚĞĨŽůůŽǁŝŶŐ͗ xdLJƉĞĂŶĚƐĞǀĞƌŝƚLJŽĨƐƚƌƵĐƚƵƌĂůĚĞĨĞĐƚƐ͕ůŽŶŐͲƚĞƌŵƉĞƌĨŽƌŵĂŶĐĞŽĨĂƐƐĞƚ͕ƚŚĞůŝĨĞͲĐLJĐůĞĐŽƐƚ͕ĂŶĚĐŽŶƐĞƋƵĞŶĐĞŽĨĨĂŝůƵƌĞ x,ŝƐƚŽƌŝĐĂůŽƉĞƌĂƚŝŽŶĂŶĚŵĂŝŶƚĞŶĂŶĐĞĚĂƚĂ͗ŽǀĞƌĨůŽǁƐ͕ŝŶƐƉĞĐƚŝŽŶƐ͕ĐůĞĂŶŝŶŐĨŝŶĚŝŶŐƐ͕ĐůĞĂŶŝŶŐĨƌĞƋƵĞŶĐLJ͕ƉƌĞǀŝŽƵƐ ƌĞŵĞĚŝĂƚŝŽŶ͕ĐƵƐƚŽŵĞƌĐŽŵƉůĂŝŶƚƐ͕ĂŶĚŽƚŚĞƌƵŶŝƋƵĞĐŝƌĐƵŵƐƚĂŶĐĞƐĨŽƌĞĂĐŚŝŶĚŝǀŝĚƵĂůĂƐƐĞƚ x^ŝƚĞĐŽŶĚŝƚŝŽŶƐ͗WƌŽƉĞƌƚLJƌŝŐŚƚƐ͕ĂĐĐĞƐƐĨŽƌŵĂŝŶƚĞŶĂŶĐĞĂŶĚĐŽŶƐƚƌƵĐƚŝŽŶ͕ĚĞƉƚŚ͕ƐŽŝůƚLJƉĞ͕ĞŶǀŝƌŽŶŵĞŶƚĂůƐĞŶƐŝƚŝǀŝƚLJ͕ ƐƵƌĨĂĐĞƌĞƐƚŽƌĂƚŝŽŶƌĞƋƵŝƌĞŵĞŶƚƐ͕ĂŶĚŽƚŚĞƌƵŶŝƋƵĞĐŝƌĐƵŵƐƚĂŶĐĞƐĨŽƌĞĂĐŚŝŶĚŝǀŝĚƵĂůĂƐƐĞƚ ĂƚĞŐŽƌLJ džĂŵƉůĞ^ƚƌƵĐƚƵƌĂůŽŶĚŝƚŝŽŶƐ >ŝŬĞůLJKƵƚĐŽŵĞ ͲsĞƌLJWŽŽƌ ŽŶĚŝƚŝŽŶ ^ƚƌƵĐƚƵƌĂůĐŽůůĂƉƐĞ͕ǁŚŝĐŚŚĂƐŽƌĐŽƵůĚůŝŬĞůLJĐĂƵƐĞ^^K͖ŽƌĐŽůůĂƉƐĞŝŵŵŝŶĞŶƚ ůƚĞƌŶĂƚŝǀĞƐŶĂůLJƐŝƐ ͲWŽŽƌ ŽŶĚŝƚŝŽŶ ^ŝŐŶŝĨŝĐĂŶƚŵŝƐƐŝŶŐŵĂƚĞƌŝĂůŽƌďƌŽŬĞŶŵĂƚĞƌŝĂů͕ƐĞǀĞƌĞĐŽƌƌŽƐŝ ŽŶǁŝƚŚĞdžƉŽƐĞĚƉŝƉĞǁĂůů ƌĞŝŶĨŽƌĐĞŵĞŶƚ͕ŽƌƉŝƉĞǁĂůůĚĞĨŽƌŵĂƚŝŽŶŐƌĞĂƚĞƌƚŚĂŶ ϮϱйĨƌŽŵƐƚƌƵĐƚƵƌĂůĚĞƚĞƌŝŽƌĂƚŝŽŶ ĐŽŵďŝŶĞĚǁŝƚŚŚŝŶŐĞĨƌĂĐƚƵƌĞƐ͘ ůƚĞƌŶĂƚŝǀĞƐŶĂůLJƐŝƐ Ͳ&Ăŝƌ ŽŶĚŝƚŝŽŶ WŝƉĞǁĂůůĚĞĨŽƌŵĂƚŝŽŶůĞƐƐƚŚĂŶϮϱйĨƌŽŵƐƚƌƵĐƚƵƌĂůĚĞƚĞƌŝŽƌĂƚŝŽŶĐŽŵďŝŶĞĚǁŝƚŚŚŝŶŐĞĐƌĂĐŬƐ͕ ĚŝƐƉůĂĐĞĚĨƌĂĐƚƵƌĞƐ͕ŽƌŵŽĚĞƌĂƚĞĐŽƌƌŽƐŝŽŶͲďƵƚŶŽƉŝƉĞǁĂůůƌĞŝŶĨŽƌĐĞŵĞŶƚǀŝƐŝďůĞ͘ DŽŶŝƚŽƌŝŶŐŶĂůLJƐŝƐŽƌ DĂŝŶƚĞŶĂŶĐĞŶĂůLJƐŝƐ ƵŶĚĞƌDKD Ͳ'ŽŽĚ ŽŶĚŝƚŝŽŶ WŝƉĞǁĂůůĚĞĨŽƌŵĂƚŝŽŶĨƌŽŵĐŽŶƐƚƌƵĐƚŝŽŶŝŵƉĂĐƚƐŽƌůĞƐƐƚŚĂŶϭϬйŽĨĚŝĂŵĞƚĞƌĨƌŽŵƐƚƌƵĐƚƵƌĂů ĚĞƚĞƌŝŽƌĂƚŝŽŶ͕ŵŝŶŽƌĐŽƌƌŽƐŝŽŶ͕ƐůŝŐŚƚůLJŽƉĞŶŶŽŶͲĚŝƐƉůĂĐĞĚĨƌĂ ĐƚƵƌĞƐ͕ŽƌŽƚŚĞƌŵŽĚĞƌĂƚĞ ŵĂƚĞƌŝĂůĚĞŐƌĂĚĂƚŝŽŶ͘ DĂŝŶƚĞŶĂŶĐĞŶĂůLJƐŝƐ ƵŶĚĞƌDKD ͲsĞƌLJ'ŽŽĚ ŽŶĚŝƚŝŽŶ DŝůĚĚĞĨĞĐƚƐǁŚŝĐŚŵĂLJŝŶĐůƵĚĞƚŝŐŚƚŶŽŶͲĚŝƐƉůĂĐĞĚĐƌĂĐŬƐŽƌŽƚŚĞƌŵŝůĚŵĂƚĞƌŝĂůĚĞŐƌĂĚĂƚŝŽŶ͘DĂŝŶƚĞŶĂŶĐĞŶĂůLJƐŝƐ ƵŶĚĞƌDKD WĂŐĞϮŽĨϰ •CCTV or pole camera $SSHQGL[( &RQGLWLRQ$VVHVVPHQWDQG5HPHGLDO0HDVXUHV$SSURDFK WĂŐĞϯŽĨϰ ^ĞĞWĂŐĞϮ DĂŶŚŽůĞŽŶĚŝƚŝŽŶƐƐĞƐƐŵĞŶƚ dŚĞŝƚLJƐŚĂůůƉĞƌĨŽƌŵĂƐƐĞƐƐŵĞŶƚƐŽĨŵĂŶŚŽůĞƐŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨ^ĞĐƚŝŽŶs͘ŽĨƚŚŝƐĞĐƌĞĞ͕ĂŶĚƵƐŝŶŐƚŚĞ ĨŽůůŽǁŝŶŐŐƵŝĚĞůŝŶĞƐ͗ xWƌŝŽƌŝƚŝnjĞƚŚĞƌĞǀŝĞǁŽĨŝŶƐƉĞĐƚŝŽŶĚĂƚĂďĂƐĞĚŽŶƚŚĞƐĞǀĞƌŝƚLJŽĨĨŝŶĚŝŶŐƐ͘&ŽƌĞdžĂŵƉůĞ͕ƉƌŝŽƌŝƚŝnjĞƌĞǀŝĞǁŽĨŵĂŶŚŽůĞ ŝŶƐƉĞĐƚŝŽŶƐƵƐŝŶŐƚŚĞǁŽƌƐƚĚĞĨĞĐƚ;ƐͿĂŶĚŝƚƐůŽĐĂƚŝŽŶ͘dŚŽƐĞŵĂŶŚŽůĞƐǁŝƚŚĚĞĨĞĐƚƐǁŚŝĐŚǁŽƵůĚƌĞƐƵůƚŝŶĂ ĐĂƚĞŐŽƌŝnjĂƚŝŽŶŽĨŽƌ ǁŽƵůĚďĞƌĞǀŝĞǁĞĚĨŝƌƐƚ͕ĨŽůůŽǁĞĚďLJƚŚŽƐĞŵĂŶŚŽůĞƐǁŝƚŚĚĞĨĞĐƚƐǁŚŝĐŚǁŽƵůĚƌĞƐƵůƚŝŶ ŵĂŶŚŽůĞĐĂƚĞŐŽƌŝnjĂƚŝŽŶƐŽĨ͕ Žƌ͘ xDĂŶŚŽůĞ/ͬ/ŽďƐĞƌǀĂƚŝŽŶƐǁŝůůďĞĐŽŶƐŝĚĞƌĞĚŝŶƚŚĞĂƉĂĐŝƚLJZĞŵĞĚŝĂůDĞĂƐƵƌĞƐůƚĞƌŶĂƚŝǀĞƐŶĂůLJƐŝƐƉƌŽĐĞƐƐŝĚĞŶƚŝĨŝĞĚ ŝŶWĂƌĂŐƌĂƉŚϮϴ͘ŝŽĨƚŚĞŽŶƐĞŶƚĞĐƌĞĞĂŶĚƚŚĞĂƉĂĐŝƚLJZĞŵĞĚŝĂůDĞĂƐƵƌĞƐůƚĞƌŶĂƚŝǀĞƐŶĂůLJƐŝƐďŽdžŝŶƉƉĞŶĚŝdžD ;ƐĞĞƉĂŐĞϰŽĨϰͿĨŽƌĐŽŶĨŝƌŵĞĚĐĂƉĂĐŝƚLJĐŽŶƐƚƌĂŝŶƚƐƚŚĂƚŵĂLJďĞĐĂŶĚŝĚĂƚĞƐĨŽƌĂŶŝŶĨůŽǁĂŶĚͬŽƌŝŶĨŝůƚƌĂƚŝŽŶƌĞĚƵĐƚŝŽŶ ƌĞŵĞĚŝĂůŵĞĂƐƵƌĞƉƌŽũĞĐƚ͘ xĂƚĞŐŽƌŝnjĞĂůůŝŶƐƉĞĐƚĞĚ'ƌĂǀŝƚLJ^ĞǁĞƌDĂŶŚŽůĞƐƵƐŝŶŐƚŚĞĨŽůůŽǁŝŶŐƚĂďůĞ͗ ^ĞĞWĂŐĞϰ ĂƚĞŐŽƌLJ džĂŵƉůĞ^ƚƌƵĐƚƵƌĂůŽŶĚŝƚŝŽŶƐ >ŝŬĞůLJKƵƚĐŽŵĞ ͲsĞƌLJWŽŽƌ ŽŶĚŝƚŝŽŶ DĂŶŚŽůĞĐŽůůĂƉƐĞŽƌĐŽůůĂƉƐĞŝŵŵŝŶĞŶƚ͕ŽƌŽƚŚĞƌƐŝŐŶŝĨŝĐĂŶƚĚĞĨĞĐƚƚŚĂƚŚĂƐĐĂƵƐĞĚŽƌĐŽƵůĚůŝŬĞůLJ ĐĂƵƐĞĂŶ^^K͘^ƵĐŚƐƚƌƵĐƚƵƌĂůĚĞĨĞĐƚƐŝŶĚŝĐĂƚŝŶŐƉŽƚĞŶƚŝĂůƐƚƌƵĐƚƵƌĂůĨĂŝůƵƌĞŵĂLJŝŶĐůƵĚĞ͗ŵŝƐƐŝŶŐ ďƌŝĐŬƐ͕ĐĂƐƚŝŶŐĨĂŝůƵƌĞ͕ƐĞǀĞƌĞĐŽƌƌŽƐŝŽŶŝŶƚŚĞǁĂůůĂŶĚͬŽƌďĂƐĞĂŶĚďƌŽŬĞŶͬŵŝƐƐŝŶŐĐŽǀĞƌĂŶĚĨƌĂŵĞ͘ ůƚĞƌŶĂƚŝǀĞƐ ŶĂůLJƐŝƐ ͲWŽŽƌ ŽŶĚŝƚŝŽŶ ^ĞǀĞƌĞĐŽƌƌŽƐŝŽŶ͕ůĂƌŐĞŽƉĞŶĐƌĂĐŬƐ͕ĂŶĚƐŝŐŶŝĨŝĐĂŶƚŵŝƐƐŝŶŐďƌŝĐŬƐŽƌďƌŽŬĞŶǁĂůůƐ͕ĐĂƐƚŝŶŐƐ͕ĐŽǀĞƌƐ͕ ĨƌĂŵĞƐ͕ŽƌŽƚŚĞƌƐŝŐŶŝĨŝĐĂŶƚĚĞĨĞĐƚƚŚĂƚŚĂƐĐĂƵƐĞĚŽƌĐŽƵůĚůŝ ŬĞůLJĐĂƵƐĞĂŶ^^K^ƵĐŚƐƚƌƵĐƚƵƌĂů ĚĞĨĞĐƚƐŵĂLJŝŶĐůƵĚĞ͗ŽŶĞŽƌŵŽƌĞůĂƌŐĞ͕ŽƉĞŶĐƌĂĐŬƐ͕ƐĞƉĂƌĂƚĞĚĐĂƐƚŝŶŐ͕ĂĚũƵƐƚŵĞŶƚĨĂŝůƵƌĞƐŝŐŶŝĨŝĐĂŶƚ ĚĂŵĂŐĞĚĐŽǀĞƌĂŶĚĨƌĂŵĞ͕ƐŝŐŶŝĨŝĐĂŶƚĐŽƌƌŽƐŝŽŶŽĨŵĞƚĂůƐƵƌĨĂĐĞƐ͕ƐŝŐŶŝĨŝĐĂŶƚĚĞƚĞƌŝŽƌĂƚŝŽŶŽĨ ĐŽŶĐƌĞƚĞŵŽƌƚĂƌďĞƚǁĞĞŶďƌŝĐŬƐ͕ĂŶĚƐŝŐŶŝĨŝĐĂŶƚĚĞƚĞƌŝŽƌĂƚŝŽŶŽĨƉƌĞĐĂƐƚǁĂůůƐĞĐƚŝŽŶƐĂŶĚƉƌĞĐĂƐƚ ũŽŝŶƚĚĞĨĞĐƚƐ͘ ůƚĞƌŶĂƚŝǀĞƐ ŶĂůLJƐŝƐ Ͳ&Ăŝƌ ŽŶĚŝƚŝŽŶ DŽĚĞƌĂƚĞƐƚƌƵĐƚƵƌĂůĚĞĨĞĐƚƐŝŶĐůƵĚŝŶŐŵŽĚĞƌĂƚĞĐƌĂĐŬƐ͕ĐŽƌƌŽƐŝŽŶ͕ĂŶĚĚĞƚĞƌŝŽƌĂƚŝŽŶŽĨǁĂůůƐ͕ĐĂƐƚŝŶŐƐ͕ ĐŽǀĞƌƐ͕ĂŶĚĨƌĂŵĞƐ͘^ƵĐŚĚĞĨĞĐƚƐŵĂLJŝŶĐůƵĚĞƚǁŽŽƌŵŽƌĞĐůŽƐĞĚ ĐƌĂĐŬƐ͕ůŽŽƐĞĐĂƐƚŝŶŐ͕ůŽŽƐĞďƌŝĐŬƐ͕ ŵŽĚĞƌĂƚĞĐŽƌƌŽƐŝŽŶŽĨŵĞƚĂůƐƵƌĨĂĐĞƐ͕ĂŶĚŵŽĚĞƌĂƚĞĚĞƚĞƌŝŽƌĂƚŝŽ ŶŽĨĐŽŶĐƌĞƚĞŵŽƌƚĂƌďĞƚǁĞĞŶďƌŝĐŬƐ͘ DŽŶŝƚŽƌŝŶŐŶĂůLJƐŝƐ ƵŶĚĞƌDKD Ͳ'ŽŽĚ ŽŶĚŝƚŝŽŶ DŝŶŽƌƐƚƌƵĐƚƵƌĂůĚĞĨĞĐƚƐŝŶĐůƵĚŝŶŐƐŵĂůůĐƌĂĐŬƐ͕ŵŝŶŽƌĚĞƚĞƌŝŽƌĂƚŝŽŶŽĨǁĂůůƐ͕ĐĂƐƚŝŶŐƐ͕ĐŽǀĞƌƐ͕ĂŶĚ ĨƌĂŵĞƐ͘EŽŵŽĚĞƌĂƚĞŽƌƐĞǀĞƌĞƐƚƌƵĐƚƵƌĂůĚĞĨĞĐƚƐ͘^ŝŶŐůĞĐůŽƐĞĚĐƌĂĐŬ͕ŵŝŶŽƌĨƌĂŵĞͬĐŽǀĞƌĚĞĨĞĐƚƐ͕ ŵŝŶŽƌŵĂŶŚŽůĞĐŽƌƌŽƐŝŽŶ͘ DĂŝŶƚĞŶĂŶĐĞ ŶĂůLJƐŝƐƵŶĚĞƌ DKD ͲsĞƌLJ'ŽŽĚ ŽŶĚŝƚŝŽŶ EŽĚĞĨĞĐƚƐŽƌĐŽƐŵĞƚŝĐĚĞĨĞĐƚƐƐƵĐŚĂƐŶŽŶͲĚŝƐƉůĂĐĞĚĐƌĂĐŬƐ͘ŵĂŶŚŽůĞǁŝƚŚŶŽŵŝŶŽƌ͕ŵŽĚĞƌĂƚĞŽƌ ƐĞǀĞƌĞƐƚƌƵĐƚƵƌĂůĚĞĨĞĐƚƐ͕ŽŶůLJĐŽƐŵĞƚŝĐĚĞĨĞĐƚƐŽďƐĞƌǀĞĚ͕ŝĨĂŶLJ͘ DĂŝŶƚĞŶĂŶĐĞ ŶĂůLJƐŝƐƵŶĚĞƌ DKD $SSHQGL[( &RQGLWLRQ$VVHVVPHQWDQG5HPHGLDO0HDVXUHV$SSURDFK /ŵƉůĞŵĞŶƚŽŶĚŝƚŝŽŶZĞŵĞĚŝĂůDĞĂƐƵƌĞƐ WĂƌĂŐƌĂƉŚƐϮϱͲϮϲ 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ŝŶƐƉĞĐƚŝŽŶ ŵĞƚŚŽĚĂŶĚ ƐĐŚĞĚƵůĞ ŶĞdžƚ ŝŶƐƉĞĐƚŝŽŶ ĚĂƚĞĂƐ ǁĂƌƌĂŶƚĞĚ͘ ŽŶĚŝƚŝŽŶZĞŵĞĚŝĂůDĞĂƐƵƌĞƐWůĂŶ WĂƌĂŐƌĂƉŚϮϰ x ^ĞĞŽŶĚŝƚŝŽŶZĞŵĞĚŝĂůDĞĂƐƵƌĞƐZĞƉŽƌƚdĞŵƉůĂƚĞŝŶƉƉĞŶĚŝdž, x ^ĐŚĞĚƵůĞĂŶĚƉƌŝŽƌŝƚŝnjĂƚŝŽŶƐƐŚĂůůďĞďĂƐĞĚŽŶ͗ƚŚĞƐĞǀĞƌŝƚLJŽĨ ĚĞĨĞĐƚƐŝĚĞŶƚŝĨŝĞĚ͖ĨƌĞƋƵĞŶĐLJĂŶĚŚŝƐƚŽƌLJŽĨ^^KƐ͖ƉŝƉĞƐŝnjĞ͕ĂŐĞĂŶĚ ŵĂƚĞƌŝĂů͖ŵĂŝŶƚĞŶĂŶĐĞŚŝƐƚŽƌLJ͖ĂƉƉƌŽƉƌŝĂƚĞŐƌŽƵƉŝŶŐŽĨ^ĞǁĞƌ ŽůůĞĐƚŝŽŶ^LJƐƚĞŵĂƐƐĞƚƐĨŽƌďŝĚƉĂĐŬĂŐĞƐĂŶĚŶĞŝŐŚďŽƌŚŽŽĚ ĚŝƐƌƵƉƚŝŽŶƌĞĚƵĐƚŝŽŶ͖ƐĐŚĞĚƵůŝŶŐƉƌĂĐƚŝĐĂůŝƚŝĞƐ͖ĐŽŽƌĚŝŶĂƚŝŽŶǁŝƚŚ ĂƉĂĐŝƚLJZĞŵĞĚŝĂůDĞĂƐƵƌĞƐ͖ĂŶĚŽƚŚĞƌĂƉƉƌŽƉƌŝĂƚĞĨĂĐƚŽƌƐ͘ WĂŐĞϰŽĨϰ ^ĞĞWĂŐĞϯŽŶĚŝƚŝŽŶƐƐĞƐƐŵĞŶƚZĞƉŽƌƚ WĂƌĂŐƌĂƉŚϮϭ ^ĞĞŽŶĚŝƚŝŽŶƐƐĞƐƐŵĞŶƚZĞƉŽƌƚdĞŵƉůĂƚĞŝŶƉƉĞŶĚŝdžF WĞƌĨŽƌŵŝŶŐƐƐĞƚƐWƌŽŐƌĂŵ WĂƌĂŐƌĂƉŚϮϳ ĞŐŝŶŶŝŶŐŽŶŽƌďĞĨŽƌĞϰLJĞĂƌƐĂĨƚĞƌ ĨĨĞĐƚŝǀĞĂƚĞŝŵƉůĞŵĞŶƚĂƉƌŽŐƌĂŵ ŽĨŝŶƐƉĞĐƚŝŽŶ͕ĂƐƐĞƐƐŵĞŶƚĂŶĚƌĞŵĞĚŝĂƚŝŽŶŽĨ'ƌĂǀŝƚLJ^ĞǁĞƌDĂŝŶƐĂŶĚ ŵĂŶŚŽůĞƐĂƐƐŽĐŝĂƚĞĚǁŝƚŚ^ŵĂůůŝĂŵĞƚĞƌ'ƌĂǀŝƚLJ^ĞǁĞƌDĂŝŶƐ͕ŶŽƚ ƐƵďũĞĐƚƚŽĞŝƚŚĞƌƚŚĞ ĂƌůLJzĞĂƌWƌŽŐƌĂŵŽƌƚŚĞŽŶĚŝƚŝŽŶZĞŵĞĚŝĂů DĞĂƐƵƌĞƐWůĂŶ͘ ΎdŚĞƐĞĂĐƚŝǀŝƚŝĞƐǁŝůůŽĐĐƵƌĂƐ ƉĂƌƚŽĨƚŚĞDKD͘ Type FirmCapacityinGPM(allpumpsoperating) FirmCapacityinGPM(largestpumpoutofservice) Inspector Date Good Fair Poor N/A *BuildingStructure Type: *BuildingRoof/Ceiling ർർർർ *BuildingFinishes ർർർർ *BuildingDoorsandWindows ർർർർ *BuildingHVAC Type:ർർർർ *Fencing Type:ർർർർ *Gates Type:ർർർർ *Site/Grounds Size:ർർർർ *Lighting ർർർർ *Pavement(Driving)Type:ർർർർ *Drainage Type:ർർർർ *Odor Comment:ർർർർ OdorControlSystem Type:ർർർർ OdorControlMechanical ർർർർ OdorControlMedia Type:ർർർർ *Noise ർർർർ *OverallSiteAppearance ർർർർ Comments BuildingandGrounds CityofCorpusChristiͲLiftStationAssessmentForm LiftStationName Location/Address LiftStationAssetID NumberofPumps * For purposes of this Lift Station Assessment Form, unless marked with an asterisk (*), all “Poor” ratings signify defects likely to cause or contribute to an SSO. Where an asterisk (*) is provided next to a category, a “poor” rating in that category shall not result in evaluation under the Condition Remedial Measures Alternative Analysis of the Corpus Christi Consent Decree with the U.S. Environmental Protection Agency and Texas Commission on Environmental Quality. ** Refer to CMOM Plan CityofCorpusChristiͲLiftStationInspectionCheckList Page1of8 Good Fair Poor N/A WetWell Size: **Debris ർർർർ **Fats,oils,andgreaseർർർർ *Ventilation ർർർർ Walls Material:ർർർർ *Coatings Type:ർർർർ *AccessHatches Number:ർർർർ *Slab ർർർർ DryWell/ValveVault Walls Material:ർർർർ *Coatings Type:ർർർർ *Grating/Hatching Number:ർർർർ *Stairway/Ladder Material:ർർർർ Sump/Pump Number:ർർർർ *Ventilation Type:ർർർർ Comments Good Fair Poor N/A QuickConnect (Circle)YES / NO PipingandValves SuctionValve Number:ർർർർ CheckValve Number:ർർർർ DischargeValve Number:ർർർർ Mechanical Structural CityofCorpusChristiͲLiftStationInspectionCheckList Page2of8 AttachmentA Good Fair Poor N/A RiserPiping Material:ർർർർ DischargePiping Material:ർർർർ Fittings Material:ർർർർ Comments Pumps Pump1 AssetID Make CapacityGPM ImpellerDia./Code Good Fair Poor N/A Pump ർർർർ Seals ർർർർ Motor ർർർർ Shaft ർർർർ ElectricalCable ർർർർ *Noise ർർർർ *Vibration/Heat ർർർർ Pump1 *Oil ർർർർ Impellerർർർർ PackingRings ർർർർ InternalSealsർർർർ Horsepower Model Thefollowingcomponentsaretobeinspectedduringpumpdisassembly CityofCorpusChristiͲLiftStationInspectionCheckList 8/3/2018 Page3of8 Pump2AssetID Make CapacityGPM ImpellerDia./Code Good Fair Poor N/A Pump ർർർർ Seals ർർർർ Motor ർർർർ Shaft ർർർർ ElectricalCable ർർർർ *Noise ർർർർ *Vibration/Heat ർർർർ Pump2 *Oil ർർർർ Impellerർർർർ PackingRings ർർർർ InternalSealsർർർർ Pump3 AssetID Make CapacityGPM ImpellerDia./Code Good Fair Poor N/A Pump ർർർർ Seals ർർർർ Motor ർർർർ Shaft ർർർർ ElectricalCable ർർർർ *Noise ർർർർ *Vibration/Heat ർർർർ Thefollowingcomponentsaretobeinspectedduringpumpdisassembly Model Horsepower Model Horsepower CityofCorpusChristiͲLiftStationInspectionCheckList Page4of8 Pump3 Good Fair Poor N/A *Oil ർർർർ Impellerർർർർ PackingRings ർർർർ InternalSealsർർർർ Pump4 AssetID Make CapacityGPM ImpellerDia./Code Good Fair Poor N/A Pump ർർർർ Seals ർർർർ Motor ർർർർ Shaft ർർർർ ElectricalCable ർർർർ *Noise ർർർർ *Vibration/Heat ർർർർ Pump4 *Oil ർർർർ Impellerർർർർ PackingRings ർർർർ InternalSealsർർർർ Thefollowingcomponentsaretobeinspectedduringpumpdisassembly Model Horsepower Thefollowingcomponentsaretobeinspectedduringpumpdisassembly CityofCorpusChristiͲLiftStationInspectionCheckList Page5of8 Pump5 AssetID Make CapacityGPM ImpellerDia./Code Good Fair Poor N/A Pump ർർർർ Seals ർർർർ Motor ർർർർ Shaft ർർർർ ElectricalCable ർർർർ *Noise ർർർർ *Vibration/Heat ർർർർ Pump5 *Oil ർർർർ Impellerർർർർ PackingRings ർർർർ InternalSealsർർർർ Pump6 AssetID Make CapacityGPM ImpellerDia./Code Good Fair Poor N/A Pump ർർർർ Seals ർർർർ Motor ർർർർ Shaft ർർർർ ElectricalCable ർർർർ *Noise ർർർർ *Vibration/Heat ർർർർ Horsepower Model Horsepower Thefollowingcomponentsaretobeinspectedduringpumpdisassembly Model CityofCorpusChristiͲLiftStationInspectionCheckList Page6of8 Pump6 Good Fair Poor N/A *Oil ർർർർ Impellerർർർർ PackingRings ർർർർ InternalSealsർർർർ Good Fair Poor N/A ElectricalSystemPower Volt/Phase: Panel/Enclosures NEMA4X YESNO ർർർർ Transformers(AEP)ർർർർ Disconnect Type:ർർർർ Generator KW ർർർർ TransferSwitch ർർർർ ElectricalSystemControl Breakers Type:ർർർർ Speedcontrol/VFD Type:ർർർർ Starters Type:ർർർർ ControlRelays Type:ർർർർ Comments Good Fair Poor N/A Panel NEMA4X YESNO ർർർർ Instrumentation Level Type:ർർർർ Flow Type:ർർർർ Thefollowingcomponentsaretobeinspectedduringpumpdisassembly Instrumentation/SCADA ElectricalSystem CityofCorpusChristiͲLiftStationInspectionCheckList Page7of8 Good Fair Poor N/A PLC Type:ർർർർ SCADA ർർർർ RTU Type:ർർർർ Radio/Antenna Type:ർർർർ Comments Instrumentation/SCADA(continued) CityofCorpusChristiͲLiftStationInspectionCheckList Page8of8 Appendix F Condition Assessment Report Template Appendix F Condition Assessment Report Template Page 1 of 8 I. Cover II. Certification Declaration [Required certification, with language specified by the Consent Decree, signed by a responsible official of the City] III. Table of Contents [List of sections, tables, figures and appendices included in this report] IV. Acronyms and Abbreviations [Definitions of abbreviations and acronyms included in this report] V. Introduction A. Purpose This Report was prepared and submitted pursuant to Paragraphs 18-22 of the Consent Decree. This report describes the results of the Condition Assessment and Remedial Program, including assessments and Condition Remedial Measures completed during the first four (4) years after the Effective Date, and all activities conducted as part of the Priority Projects during the first four (4) years after the Effective Date. This report addresses the following Sewer Collection System assets: a) all Gravity Sewer Mains inspected or assessed in the first four (4) years after the Effective Date; b) all manholes associated with Small Diameter Gravity Sewer Mains inspected in the first four (4) years after the Effective Date; c) all manholes associated with Large Diameter Gravity Sewer Mains; d) all lift stations; and e) all Force Mains in the first two (2) years after the Effective Date. Appendix F Condition Assessment Report Template Page 2 of 8 VI. System-Wide Inspection Activities A. Inspection Method Overview [Provide a brief description of each inspection method utilized by the City; with a reference to the Condition Assessment and Remediation Process and Guidelines Appendix.] B. Gravity Sewer Main Inspection Map [Include a map showing the location of the gravity sewer main inspections, and inspection method(s). Inspections completed since 2010 for gravity sewer mains are included. Appendix F Condition Assessment Report Template Page 3 of 8 C. Gravity Sewer Main Inspection Status Gravity Sewer Main Inspection Progress Summary Program4 Asset Description Inspection Method Miles of Inspections Required Under Consent Decree1,2,3, 4 Miles Completed Prior to Effective Date1,2 Miles Completed since Effective Date1 Miles of Inspections Completed1,2 Cumulative Percent (%) Complete1 Priority Projects/ Condition Assessment Small Diameter Gravity Sewer – Non-PVC (See Paragraph 19.a.ii.2) CCTV or EPA approved proxy XX Small Diameter Gravity Sewer – PVC (Non- Performing Program Assets per Paragraph 19.a.ii.4) CCTV, Pole Camera, Visual Inspection (Smoke Testing, Review of Sewer Cleaning Findings, Dye Testing Mechanical Proofing), or EPA approved proxy XX Large Diameter Gravity Sewer CCTV, sonar, 360-degree video, laser imaging, visual inspection, physical entry, other techniques used by other sewer agencies, or EPA approved proxy XX Note 1: Gravity Sewer Main Segment length is included in miles. Note 2: Includes gravity sewer main inspections meeting the criteria of CD paragraph 19 since 2010. Note 3: Number is fixed from the Effective Date. Note 4: Performing Assets Program work is reported in Annual Reports D. Manhole Inspection Map [Include a map showing the location of the inspections. Inspections completed since 2010 for manholes are included] Appendix F Condition Assessment Report Template Page 4 of 8 E. Manhole Inspection Status Manhole Inspection Summary Program Inspection Method Manhole Inspections Required Under Consent Decree1,2 Manholes Inspected Prior to Effective Date2 Manholes Inspected Since Effective Date Total Manhole Inspections Completed2 Cumulative Percent (%) Complete Condition Assessment Visual Inspection – Manholes on Small Diameter Gravity Sewer (Priority Projects Subdivisions) XX XX XX XX XX Visual Inspection – Manholes on Large Diameter Gravity Sewer (System-wide) XX XX XX XX XX Note 1: Number is fixed from the Effective Date. Note 2: Includes manhole inspections since 2010 meeting the criteria of CD paragraph 19.b. F. Lift Station Inspection Map [Include a map showing the location of the inspections. Inspections completed since 2015 for lift stations are included.] Appendix F Condition Assessment Report Template Page 5 of 8 G. Lift Station Inspection Status Lift Station Inspection Summary Program Inspection Method Inspections Required Under Consent Decree1,2 Inspected Prior to Effective Date2 Inspected Since the Effective Date Cumulative Inspections Completed2 Cumulative Percent (%) Complete System- wide Condition Assessment Visual (approved check list) XX XX XX XX XX Note 1: Number is fixed from the Effective Date. Note 2: Includes lift station inspections since 2015. H. Force Main Inspection Map [Include a map showing the location of the inspections. Inspections completed since 2015 for force mains are included] I. Force Main Inspection Status Force Main Inspection Summary Program Asset Description Inspection Method Inspections Required Under Consent Decree (number) 1,2 Inspections Prior to Effective Date2 Inspections Completed Since Effective Date Cumulative Inspections Completed2 Cumulative Percent (%) Complete System- wide / Condition Assessment Force Main Visual XX XX XX XX XX Air Release Valves Visual XX XX XX XX XX Note 1: Number is fixed from the Effective Date. Note 2: Includes force main inspections since 2015. Appendix F Condition Assessment Report Template Page 6 of 8 VII. Categorization of Sewer Main, Manhole, Force Main, Lift Station and Air Release Valve Condition A. Guidelines [Provide a brief description of the guidelines used for categorizing condition; consistent with the Condition Assessment and Remediation Process and Guidelines Appendix] B. Condition Categorization Summary Pipeline and Manhole Condition Categorization Summary Condition Category Small Diameter Gravity Sewer Mains (Miles)1 Large Diameter Gravity Sewer Mains (Miles)1 Number of Manholes Category A – Very Good XX XX XX Category B – Good XX XX XX Category C – Fair Condition XX XX XX Category D – Poor XX XX XX Category E – Very Poor XX XX XX Note 1: Gravity Sewer Main Segment length is included in miles. Lift Station, Force Main and Air Release Valve Condition Categorization Summary Condition Category Number of lift Stations Number of Force Mains Number of Air Release Valves Good XX XX XX Moderate XX XX XX Poor XX XX XX C. Maps of Condition Categories [Include one map for gravity sewer mains, one map for manholes, one map for Lift Stations and one map for force mains showing the location of the assets and the Condition Category. Maps may be combined or expanded to simplify presentation of results.] Appendix F Condition Assessment Report Template Page 7 of 8 VIII. Condition Assessment Results A. Condition Assessment Guidelines [Provide a brief description of the guidelines used for condition assessment activities; consistent with the Condition Assessment and Remediation Process and Guidelines Appendix. Provide a brief description of how the City applied the guidelines to develop the quantities of structural defects selected for Remedial Measures Alternative Analysis, Monitoring (CMOM) and Maintenance Analysis (CMOM).] B. Condition Assessment Results Condition Assessment Result Small Diameter Gravity Sewer Mains (miles)1 Large Diameter Gravity Sewer Mains (miles)1 Number of Manholes Number of Lift Stations Number of Force Mains Number of Air Release Valves Remedial Measures Alternatives Analysis XX XX XX XX XX XX Monitoring Analysis (CMOM) XX XX XX XX XX XX Maintenance Analysis (CMOM) XX XX XX XX XX XX Note 1: Gravity Sewer Main Segment length is included in miles. C. Maps of Condition Assessment Results [Include one map for gravity sewer mains, one map for manholes, one map for Lift Stations and one map for force mains showing the location of the assets and the Condition Assessment Results. Maps may be combined or expanded to simplify presentation of results.] IX. Priority Project Condition Remedial Measures (Through 4 Years from the Effective Date) Priority Small Diameter Gravity Sewer Main Condition Remediation Asset Description Completed2 Gravity Sewer Main (Miles)1 X Note 1: Gravity Sewer Main Segment length is included in miles. Note 2: Includes all repair, rehabilitation and replacement work completed since the Effective Date. Appendix F Condition Assessment Report Template Page 8 of 8 Priority Manhole Condition Remediation Asset Description Completed2 Manholes (number)1 X Note 1: Manhole remediation is reported in number of manholes completed. Note 2: Includes all repair, rehabilitation and replacement work completed since the Effective Date. Priority Force Main Condition Remediation Asset Description Completed 2 Force Main (number) X Air release valves (number) X Note 1: Force Main and air release valve remediation is reported in number of completed Force Main projects and number of air release valves. Note 2: Includes all repair, rehabilitation and replacement work completed since the Effective Date. Priority Lift Station Condition Remediation Asset Description Completed 2 Lift Station (number)1 X Note 1: Lift Station remediation is reported in number of completed Lift Station projects. Note 2: Includes all repair, rehabilitation and replacement work completed since the Effective Date. Appendix G Condition Remedial Measures Plan Report Template Appendix G Condition Remedial Measures Plan Report Template Page 1 of 5 I.Cover II.Certification Declaration [Required certification, with language specified by the Consent Decree, signed by a responsible official of the City] III.Table of Contents [List of sections, tables, figures and appendices included in this report] IV.Acronyms and Abbreviations [Definitions of abbreviations and acronyms included in this report] V.Introduction A.Purpose This Plan was prepared and submitted pursuant to Paragraph 24 of the Consent Decree. B.Regulatory Requirements This Plan summarizes the Condition Remedial Measures. The City will perform these measures, which have been prioritized and selected in accordance with Appendix E, in order to address verified structural defects in the City WCTS that cause or significantly contribute to Condition-related SSOs. This Plan describes the City’s strategy to implement the selected Condition Remedial Measures on a balanced annual basis during the remaining term of this Consent Decree. The City has prioritized and selected these Condition Remedial Measures based on appropriate factors reflected in Paragraph 23 and in Appendix E of the Consent Decree and in accordance with the requirements of Paragraph 24 of the Decree. The implementation timeframes in this Plan reflect practical planning requirements such as those stated in Paragraph 24 of the Consent Decree. Appendix G Condition Remedial Measures Plan Report Template Page 2 of 5 VI.Summary of Condition Assessment Summary Report [Provide a brief summary of the Condition Assessment Summary Report; and how it relates to this Plan.] VII.Remedial Measures Alternatives Analysis A.Guidelines for Alternatives Analysis Planning for implementation of Condition Remedial Measures follows the City’s completion of the Condition Remedial Measures Alternatives Analysis as described in Paragraph 23 of the Consent Decree. B.Remedial Measures Alternatives Analyses Results [Provide a brief description of the guidelines used for performing Alternatives Analysis; consistent with Condition Assessment and Remediation Process and Guidelines Appendix. Include a description of guidelines used to select monitoring analysis or maintenance analysis results.] Results of Completed Remedial Measures Alternatives Analyses Result Miles of Gravity Sewer Main1 Number of Manholes Number of Lift Stations Number of Force Mains Number of Air Release Valves Replace2 X X X X X Rehabilitate2 X X X X N/A Repair2 X X X X N/A Monitoring Analysis (CMOM) X X X X X Maintenance Analysis (CMOM) X X X X X Other (Specify) X X X X X Totals: X X X X X Note 1: Gravity Sewer Main Segment length is included in miles. Note 2: See below Remediation Project List for Definitions of Replace, Rehabilitate, and Repair. C.Maps of Alternatives Analyses Results [Include one map for gravity sewer mains, one map for manholes, one map for lift stations, and one map for force mains showing the location of the assets and the Remedial Measures Alternatives Analysis Results. Maps may be combined or expanded to simplify presentation of results.] Appendix G Condition Remedial Measures Plan Report Template Page 3 of 5 VIII.Remediation Completed To Date A.Remedial Measures Progress [Summarize the Condition Remedial Measures that have been completed prior to submittal of this report.] Results of Completed Remedial Measures Asset Description Remedial Measure Technique2 Priority Projects Other Total Gravity Sewer Mains (miles)1 Replace Rehabilitate Repair Manholes (number) Replace Rehabilitate Repair Lift Stations (number) Replace Rehabilitate Repair Force Mains (number) Replace Rehabilitate Repair Air Release Valves (number) Replace Rehabilitate Repair Note 1: Gravity Sewer Main Segment length is included in miles. Note 2: See below Remediation Project List for Definitions of Replace, Rehabilitate, and Repair. B.Maps of Remedial Measures Completed [Include a color coded map(s) for completed remediation by remediation technique and asset type (gravity sewer mains, manholes, lift stations and force mains).] Appendix G Condition Remedial Measures Plan Report Template Page 4 of 5 IX.Remedial Measures Plan A. Anticipated Remediation Timeframes [Summarize target remediation quantities for completion each year.] Asset Description Estimated2 Remedial Measure Technique Calendar Year X Calendar Year X Calendar Year X … Calendar Year 15 Total Gravity Sewer Mains (miles)1 Replace Rehabilitate Repair Manholes (number) Replace Rehabilitate Repair Lift Stations (number) Replace Rehabilitate Repair Force Mains (number) Replace Rehabilitate Repair Air Release Valves (number) Replace Rehabilitate Repair Note 1: Gravity Sewer Main Segment length is included in miles. Note 2: For purposes of this table, the Remedial Measure Technique is estimated at the time of Plan’s submittal but not required to be implemented as shown. The sum of the 3 techniques (total miles or number) is required to be implemented. Note 3: See below Remediation Project List for Definitions of Replace, Rehabilitate, and Repair. B.Remediation Project List [Include a brief introductory paragraph explaining that this section identifies the prioritized projects with quantities and the anticipated completion dates for tracking during the annual report. The City may group assets, quantities or contracts together into projects for remedial measures plan purposes such as defining a quantity for indefinite delivery, indefinite quantity (IDIQ) Gravity Sewer Main remedial measures projects. ] Appendix G Condition Remedial Measures Plan Report Template Priority Projects for Completion Under Condition Remediation Project List Project Name Project Quantities (miles or number) Completion Date Condition Remediation Project List Project Name Project Quantities (miles or number) Completion Date Definitions for Repair, Rehabilitation, Replacement Gravity Sewers: Repair includes, but is not limited to, spot repairs or remediation of a portion of the pipe segment using trenchless or open-trench remediation. Rehabilitation includes, but is not limited to, trenchless sewer remediation from manhole to manhole such as lining or grouting. Replacement is replacing the sewer from manhole to manhole including pipe bursting, cured-in- place pipe, or slip-lining. Manholes: Repair or Rehabilitation includes poured in place liners, cured in place liners, cementitious coating, polymer coating, mechanical seals and insert replacement, bolt replacement, ring or cover replacement, manhole frame adjustment and resealing, bench/pipe/chimney/joint seals Replacement is entire manhole removed and new structure installed. Force Mains: Repair includes, but is not limited to, repairs or replacement of a portion of the force main. Rehabilitation includes, but is not limited to, lining the force main. Replacement is replacing the force main. Air Release Valves Replacement includes replacement of air release valves. Repair/Rehabilitation include, but are not limited to, repair/rehabilitation of individual components of air release valves. Lift Stations: Repair includes, but is not limited to, repairs to existing equipment or appurtenances. Rehabilitation includes, but is not limited to, partial replacement of equipment or appurtenances, or rehabilitation of the structure. Replacement includes replacement of major lift station components or the entire lift station. Page 5 of 5 Appendix H Capacity Assessment Report Template Appendix H Capacity Assessment Report Template Page 1 of 6 I.Cover II.Certification Declaration [Required certification, with language specified by the Consent Decree, signed by a responsible official of City] III.Table of Contents [List of sections, tables, figures and appendices included in this report] IV.Acronyms and Abbreviations [Definitions of abbreviations and acronyms included in this report] V.Introduction A.Purpose This Report was prepared and submitted pursuant to Paragraph 28.h of the Consent Decree. B.Regulatory Requirements This Report summarizes Capacity Assessment activities pursuant to Paragraph 28.a through 28.h of the Consent Decree. These Capacity Assessment requirements include Wet Weather SSO Characterization, Hydraulic Modeling evaluation and field investigation activities. Appendix H Capacity Assessment Report Template Page 2 of 6 VI.Wet-Weather Related SSO Characterization A.Guidelines [Provide a brief description of the guidelines used; with a reference to the Capacity Assessment and Remediation Process and Guidelines Appendix. Include the range of dates for historical SSOs that this section covers. Include a summary of the activities performed to address Category C SSOs.] B. Wet-Weather SSO Categorization Summary Wet Weather SSO Categorization Category Number of SSOs Category A – Most likely a capacity-related SSO X Category B – Most likely maintenance-related X Category C – Clearly not a capacity related SSO X Total X C.Map of Wet-Weather SSOs [Include four (4) maps showing the location of the following: •Categories A, B, and C Wet-Weather SSOs; •Category A Wet-Weather SSOs only; •Category B Wet-Weather SSOs only; and •Category C Wet-Weather SSOs only.] VII.System-wide Hydraulic Modeling Evaluation A.Model Overview [Provide a brief description of the model including software and existing population scenario, consistent with the Capacity Assessment and Remediation Process and Guidelines Appendix.] Appendix H Capacity Assessment Report Template Page 3 of 6 B.Model Maps [Include a map(s) showing the location of pipes in the model; scale and number of maps to be determined to adequately show model information.] C.Model Calibration and Updates [Provide a summary of model updates and calibration performed after Date of Entry of the Consent Decree (e.g. weather permitting) and prior to submittal of the Capacity Assessment Report consistent with the Capacity Assessment and Remediation Process and Guidelines Appendix, if any.] D.Prioritization of Potential Capacity Constraints [Provide a brief description of the guidelines used to prioritize potential capacity constraints; consistent with the Capacity Assessment and Remediation Process and Guidelines Appendix]. Potential Capacity Constraints Summary Category Number of Potential Capacity Constraints Priority 1 – Category A SSO and the Hydraulic Model also predicts a SSO X Priority 2 – Where Hydraulic Model predicts SSO, but with no observed SSO. Or a Category A SSO, but Hydraulic Model does not predict a SSO. X Priority 3 – Where Hydraulic Model predicts hydraulic grade line (HGL) near ground elevation X Priority 4 – Category B SSO X Priority 5 – Where pipe design capacity is exceeded for sustained 60 minutes or more but the HGL is not near the ground elevation X Total X E.Map and List of Potential Capacity Constraints [Include a map showing potential Capacity Constraints for all Priority Categories. Include separate maps for each Priority Category 1 through 5 showing the location of Potential Capacity Constraints. Include a list of Potential Capacity Constraints.] Appendix H Capacity Assessment Report Template Page 4 of 6 VIII.Field Investigations of Potential Capacity Constraints A.Guidelines [Provide a brief description of the guidelines used for selecting the type of field investigation technique for each potential capacity constraint; consistent with Capacity Assessment and Remediation Process and Guidelines Appendix.] B.Field Investigation Status Completed Field Investigations Technique1 Number of Potential Capacity Constraints Priority 1 Priority 2 Priority 3 Priority 4 Priority 5 Flow Measurement X X X X X Level Measurement X X X X X Chalking X X X X X Visual Inspection X X X X X Other (if applicable) X X X X X Monitor in future per Capacity Assessment and Remediation Process and Guidelines Appendix (CMOM) X X X X X Total X X X X X Note 1: Potential capacity constraints may be inspected with one or multiple techniques. The primary technique is reported. Appendix H Capacity Assessment Report Template Page 5 of 6 In-Progress Field Investigations Technique1 Number of Potential Capacity Constraints Priority 1 Priority 2 Priority 3 Priority 4 Priority 5 Flow Measurement X X X X X Level Measurement X X X X X Chalking X X X X X Visual Inspection X X X X X Other (if applicable) X X X X X Total X X X X X Note 1: Potential capacity constraints may be inspected with one or multiple techniques. The primary technique is reported. C.Map of Completed Field Investigations [Include one (1) map for each Priority Category 1 through 5 showing the location of each field investigation by technique.] D.Map of In-Progress Field Investigations [Include one (1) map for each Priority Category 1 through 5 showing the location of each field investigation by technique.] Appendix H Capacity Assessment Report Template Page 6 of 6 IX.Capacity Assessment Results A.Capacity Assessment Guidelines [Provide a brief description of the guidelines used for assessing field investigation results; consistent with Capacity Assessment and Remediation Process and Guidelines Appendix.] B.Capacity Assessment Results Capacity Assessment Result Number of Locations Verified Capacity Constraint Remedial Measures Alternatives Analysis X Monitor in the future per Capacity Assessment and Remediation Process and Guidelines Appendix (CMOM) X Not a Capacity Constraint X Total X C.Map and List of Capacity Assessment Results [Include a color coded map showing the location of the Capacity Assessment Results. Provide a list of Verified Capacity Constraint Remedial Measures Alternatives Analysis.] Appendix I Capacity Remedial Measures Plan Report Template Appendix I Capacity Remedial Measures Plan Report Template Page 1 of 4 I.Cover II.Certification Declaration [Required certification, with language specified by the Consent Decree, signed by a responsible official of the City] III.Table of Contents [List of sections, tables, figures and appendices included in this report] IV.Acronyms and Abbreviations [Definitions of abbreviations and acronyms included in this report] V.Introduction A.Purpose This Plan was prepared and submitted pursuant to Paragraph 29 of the Consent Decree. B.Regulatory Requirements This Plan summarizes City recommended Capacity Remedial Measures that have been prioritized and selected in accordance with Appendix D to address verified Capacity Constraints in the City’s Sewer Collection System that cause or significantly contribute to Capacity-related SSOs. This Plan describes City plans to implement the selected Capacity Remedial Measures on a balanced annual basis during the remaining term of this Decree. The City has prioritized and selected these Capacity Remedial Measures based on appropriate factors reflected in Paragraph 28.i and in Appendix D of the Consent Decree and in accordance with the requirements of Paragraph 29 of the Decree. The implementation time-frames in this Plan reflect practical planning requirements such as those stated in Paragraph 30 of the Consent Decree. Appendix I Capacity Remedial Measures Plan Report Template Page 2 of 4 VI.Summary of Capacity Assessment Summary Report [Brief summary of the Capacity Assessment Summary Report and how it relates to this Plan.] VII.Remedial Measures Alternatives Analysis A.Guidelines for Alternative Analysis The Plan for Capacity Remedial Measures follows the City’s completion of the Capacity Remedial Measures Alternatives Analysis as described in Paragraph 28.i and in Appendix D of the Consent Decree. B.Remedial Measures Alternatives Analysis Results [Provide a brief description of the guidelines used for performing alternatives analysis; consistent with Capacity Assessment and Remediation Process and Guidelines Appendix. Include a description of guidelines used to select continued monitoring results.] Results of Remedial Measures Alternatives Analyses Remedial Measures Alternatives Analysis Result * Number of Verified Capacity Constraints for Remedial Measures Alternatives Analysis Re-route a portion of upstream wastewater flows X Reduce flows entering the WCTS X Reduce inflow X Reduce infiltration X Increase conveyance capacity X Upstream flow detention facilities X Continued monitoring X Other (Specify) X Totals: X * Note: Approach for actual implementation may be different than Alternatives Analyses result pursuant to Paragraph 30 and Appendix D of the Consent Decree. Some Capacity Constraints may require more than one remedial measure technique. The predominant remedial measure technique will prevail for reporting purposes. C.Map of Alternatives Analysis Results [Include a color coded map showing the location of each type of result.] Appendix I Capacity Remedial Measures Plan Report Template Page 3 of 4 VIII.Remediation Completed A.Remedial Measures Progress [Summarize the Capacity Remedial Measures that have been completed prior to submittal of this report.] Completed Remedial Measures Remedial Measure Technique2 Total Gravity Sewer Mains (miles)1 Re-route a portion of upstream wastewater flows Reduce flow entering WCTS Reduce inflow Reduce infiltration Increase conveyance capacity Upstream flow detention facilities Other (specify) Force Mains (number) Increase conveyance capacity Lift Stations (number) Increase conveyance capacity Note 1: Gravity Sewer Main Segment length is included in miles. Note 2: Some Capacity Constraints may require more than one remedial measure technique. The predominant remedial measure technique will be the one reported in the Capacity Remedial Measures Plan. B.Map of Remedial Measures Completed [Include one (1) color coded map for completed remedial measures] IX.Remedial Measures Plan A. Anticipated Remediation Timeframes [Summarize target remediation quantities for completion each year. Include a list of Lift Stations and Force Mains that require capacity upgrades per the Remedial Measures Plan.] Appendix I Capacity Remedial Measures Plan Report Template Page 4 of 4 Anticipated Remediation Timeframes Remedial Measure Technique1 Calendar Year X Calendar Year X … Calendar Year X Total Gravity Sewer Mains (Number of constraints addressed) Re-route a portion of upstream wastewater flows Reduce flow entering WCTS Reduce inflow Reduce infiltration Increase conveyance capacity Upstream flow detention facilities Other (specify) Force Mains (number) Increase conveyance capacity Lift Stations (number) Increase conveyance capacity Note 1: Some Capacity Constraints may require more than one remedial measure technique. The predominant remedial measure technique will be the one reported in the Capacity Remedial Measures Plan. B.Maps of Anticipated Remediation Timeframe [Include a color coded map for each year identifying the capacity constraints and the remedial measure method that will be utilized to address each capacity constraint.] C.Remediation Project List Remediation Project List Project Name Project Quantities (Miles or number) Completion Date Appendix J Annual Report Template Appendix J Annual Report Template Page 1 of 12 I. Cover II. Certification Declaration [Required certification, with language specified by the Consent Decree, signed by a responsible official of the City] III. Table of Contents [List of sections, tables, figures and appendices included in this report] IV. Acronyms and Abbreviations [Definitions of abbreviations and acronyms included in this report] V. Introduction A. Purpose This Report was prepared and submitted to EPA and TCEQ pursuant to Paragraph 48 of the Consent Decree. B. Regulatory Requirements This Report summarizes activities completed during the previous Calendar year for the following requirements in Sections V of the Consent Decree: Condition Assessment and Condition Remedial Measures including Priority Projects work, Capacity Assessment and Capacity Remedial Measures, CMOM, and WWTP Consolidation. Appendix J Annual Report Template Page 2 of 12 VI. Priority Projects Condition Remedial Measures Priority Projects Gravity Sewer Main Condition Remediation Asset Description Completed in Calendar Year X Cumulative Completed 2 Gravity Sewer Main (Miles)1 X X Note 1: Gravity Sewer Main Segment length is included in miles. Note 2: Includes all repair, rehabilitation and replacement work completed since the Effective Date. Priority Projects Manhole Condition Remediation Asset Description Completed in Calendar Year X Cumulative Completed 2 Manholes (number)1 X X Note 1: Manhole remediation is reported in number of manholes completed. Note 2: Includes all repair, rehabilitation and replacement work completed since the Effective Date. Priority Projects Force Main Condition Remediation Asset Description Completed in Calendar Year X Cumulative Completed 2 Force Main (number)1 X X Air Release Valves1 X X Note 1: Force Main and air release valve remediation is reported in number of completed Force Main projects and number of air release valves. Note 2: Includes all repair, rehabilitation and replacement work completed since the Effective Date. Priority Projects Lift Station Condition Remediation Asset Description Completed in Calendar Year X Cumulative Completed 2 Lift Station (number)1 X X Note 1: Lift Station remediation is reported in number of completed Lift Station projects. Note 2: Includes all repair, rehabilitation and replacement work completed since the Effective Date. Appendix J Annual Report Template Page 3 of 12 Existing Capital Improvement Projects (Consent Decree Appendix A) Project Name Project Status Laguna Shores Road Force Main Replacement McBride Lift Station and Force Main Improvements VII. CMOM A. SSO Reporting Summary of Total Annual SSOs Occurring After the Effective Date (up to 15 years) Year # of SSOs caused by grease # of SSOs caused by I/I or Capacity # of SSOs caused by roots and debris # of SSOs caused by lift station failure # of SSOs caused by structural failure # of SSOs caused by other factors XX XX XX XX XX XX XX XX XX XX XX XX XX XX Summary of Information Regarding SSOs Occurring After the Effective Date (up to 15 years) Year Total # of SSOs Total SSO Discharge Volume # of Media Reports Issued XX XX XX XX XX XX XX XX B. Fats, Oils, and Grease Control Program Inspections and Enforcements Actions in Calendar Year X Number of Permitted Food Service Establishments Number of Inspections Number of Enforcement Actions XX XX XX Appendix J Annual Report Template Page 4 of 12 C. Sewer Cleaning Small Diameter System-Wide Cleaning Program Summary Total Small Diameter Miles3 Miles Cleaned in Calendar Year X1,3 % Cleaned in Calendar Year X % Required per Calendar Year2 XX XX XX 12% Note 1: Miles cleaned includes hot spot cleaning. Note 2: Percentage may be prorated for any partial Calendar Year. Note 3: Gravity Sewer Main Segment length is included in miles. Small Diameter System-Wide Cleaning Program Cumulative Status Miles of Cleaning Required Under Consent Decree = X1 Unique Small Diameter Cumulative Percent Completed2 Completed Prior to CD Effective Date X Year 1 X Year 2 X … X Year X X Note 1: Mileage is fixed from Effective Date Note 2: This does not include repeat cleaning for hot spot areas. Large Diameter Cleaning Program Status Total Large Diameter Miles1,2 Miles Cleaned in Calendar Year X2 % Cleaned in Calendar Year X XX XX XX Note 1: Mileage is fixed from the Effective Date. Note 2: Gravity Sewer Main Segment length is included in miles. Appendix J Annual Report Template Page 5 of 12 Large Diameter Cleaning Program Cumulative Status Unique Large Diameter Cumulative Percent Completed1 Completed Prior to CD Effective Date X Year 1 X Year 2 X … X Year X X Note 1: This does not include repeat cleaning for hot spot areas. VIII. Condition Assessment A. Gravity Sewer Main Condition Inspection Efforts Gravity Sewer Main Inspection Summary [Reference Paragraph 18 for condition assessment] Program Asset Description Inspection Method Miles of Inspections Required Under Consent Decree1,2,3,4 Miles Completed Prior to Effective Date2,3 Miles Completed since Effective Date2 Miles of Inspections Completed 2,3 Cumulative Percent (%) Complete1 Priority Project / Condition Assessment Small Diameter Gravity Sewer Mains – Non-PVC (See Paragraph 19.a.ii.1.a) CCTV, or EPA approved proxy XX Small Diameter Gravity Sewer Mains – PVC (Non- Performing Program Assets per Paragraph 19.a.ii.3) CCTV, pole camera, smoke testing, review of sewer cleaning findings, dye testing, mechanical proofing, or EPA approved proxy XX Appendix J Annual Report Template Page 6 of 12 Program Asset Description Inspection Method Miles of Inspections Required Under Consent Decree1,2,3,4 Miles Completed Prior to Effective Date2,3 Miles Completed since Effective Date2 Miles of Inspections Completed 2,3 Cumulative Percent (%) Complete1 Large Diameter Gravity Sewer Mains CCTV, sonar, 360- degree video, laser imaging, visual inspection, physical entry, other common techniques or EPA approved proxy XX Note 1: The Consent Decree does not require inspection of all facilities to be completed prior to submittal of the Annual Report. Note 2: Gravity Sewer Main Segment length is included in miles. Note 3: Includes Gravity Sewer Main inspections since 2010. Note 4: Number is fixed from the Effective Date. Program Asset Description Inspection Method Miles of Inspections Required Under Consent Decree1,2,3,- Miles Completed Prior to Effective Date2,3 Miles Completed since Effective Date2 Miles of Inspections Completed 2,3 Cumulative Percent (%) Complete1 Performing Assets Small Diameter Gravity Sewer Mains – Installed Prior to 1974 (See Paragraph 19.a.ii.1.c) CCTV, or EPA approved proxy XX Small Diameter Gravity Sewer – Installed Between 1974 and 1982 (See Paragraph 19.a.ii.2) CCTV, pole camera, or EPA approved proxy XX Small Diameter Gravity Sewer Mains – Installed between 1983 through 2007 (See Paragraph 19.a.ii.3) CCTV, Pole Camera, smoke testing, review of sewer cleaning findings, dye testing, mechanical proofing, or EPA approved proxy XX Appendix J Annual Report Template Page 7 of 12 Note 1: The Consent Decree does not require inspection of all facilities to be completed prior to submittal of the Annual Report. Note 2: Gravity Sewer Main Segment length is included in miles. Note 3: Includes Gravity Sewer Main inspections since 2010. B. Gravity Sewer Main Inspection Map [Include a map showing the location of the inspections. The map will differentiate between inspections completed during the calendar year reported in the annual report and inspections completed prior to the calendar year reported in the annual report. Inspections completed prior to the calendar year reported in the annual report will include inspections from 2010.] C. Manhole Inspection Manhole Inspection Summary Program Inspection Method Manhole Inspections Required Under Consent Decree1,2 Manholes Inspected Prior to Effective Date2 Manholes Inspected Since Effective Date2 Total Manhole Inspections Completed Cumulative Percent (%) Complete2 Priority Projects / Condition Assessment Visual Inspection – Manholes on Small Diameter Gravity Sewer XX XX XX XX XX Visual Inspection – Manholes on Large Diameter Gravity Sewer XX XX XX XX XX Performing Assets Visual Inspection – Manholes on Small Diameter Gravity Sewer XX XX XX XX XX Note 1: Number is fixed from Effective Date. Note 2: Includes manhole inspections since 2010. Appendix J Annual Report Template Page 8 of 12 D. Manhole Inspection Map [Include a map showing the location of the inspections. The map will differentiate between inspections completed during the calendar year reported in the annual report and inspections completed prior to the calendar year reported in the annual report. Inspections completed prior to the calendar year reported in the annual report will include inspections from 2010.] E. Force Main Condition Assessment Program Force Main Inspection Summary Program Asset Description Inspection Method Inspections to be Completed Under Consent Decree (number) 1,2 Inspections Completed in Calendar Year X Cumulative Inspections Completed2 Cumulative Percent (%) Complete System- wide / Condition Assessment Force Main Visual XX XX XX XX Air Release Valves Visual XX XX XX XX Note 1: Number is fixed from the Effective Date. Note 2: Includes force main inspections since 2015. F. Lift Station Condition Assessment Program Lift Station Inspection Summary Program Inspection Method Inspections to be Completed Under Consent Decree1,2 Inspections Completed in Calendar Year X Cumulative Inspections Completed2 Cumulative Percent (%) Complete System- wide / Condition Assessment Visual (approved check list) XX XX XX XX Note 1: Number is fixed from the Effective Date. Note 2: Includes lift station inspections since 2015. Appendix J Annual Report Template Page 9 of 12 Condition Categorization Summary Condition Categorization Summary in Calendar Year X Condition Category Miles of Gravity Sewer Mains1 Number of Manholes Category A – Very Good XX XX Category B – Good XX XX Category C – Fair XX XX Category D – Poor XX XX Category E – Very Poor XX XX Note 1: Gravity Sewer Main Segment length is included in miles. Condition Category Number of Lift Stations Number of Force Mains Number of Air Release Valves Good XX XX XX Moderate XX XX XX Poor XX XX XX G. Map of Condition Categories [Include a map showing the location of the categorized assets for assets categorized during the calendar year reported in the annual report.] H. Condition Assessment Results Condition Assessment Results in Calendar Year X Condition Assessment Result Miles of Gravity Sewer Mains1 Number of Manholes Number of Force Mains Number of Air Release Valves Number of Lift Stations Remedial Measures Alternatives Analysis XX XX XX XX XX Monitoring XX XX XX XX XX Maintenance Analysis XX XX XX XX XX Note 1: Gravity Sewer Main Segment length is included in miles. Appendix J Annual Report Template Page 10 of 12 I. Map of Condition Assessment Results [Include a map showing the location of the results for results determined during the calendar year reported in the annual report.] IX. Capacity Assessment A. Wet-Weather Related SSO Categorization Wet Weather SSO Categorization for Calendar Year X Category Number of SSOs Category A – Most likely a capacity-related SSO X Category B – Most likely maintenance-related X Category C – Clearly not a capacity related SSO X Total X B. Wet-Weather SSO Categorization Summary Map [Include a map showing the location of the wet-weather SSO categories for SSOs categorized during the calendar year reported in the annual report.] C. Prioritization of Potential Capacity Constraints Potential Capacity Constraints Summary Category Number of Potential Capacity Constraints Identified in Calendar Year X Priority 1 – Category A SSO and the Hydraulic Model also predicts a SSO X Priority 2 – Where Hydraulic Model predicts SSO, but with no observed SSO. Or a Category A SSO, but Hydraulic Model does not predict a SSO. X Priority 3 – Where Hydraulic Model predicts hydraulic grade line (HGL) near ground elevation X Priority 4 – Category B SSO X Priority 5 – Where pipe design capacity is exceeded for sustained 60 minutes or more but the HGL is not near the ground elevation X Total X Appendix J Annual Report Template Page 11 of 12 X. Map of Potential Capacity Constraints XI. Field Investigations of Potential Capacity Constraints [Include a map showing the location of potential capacity constraints identified during the calendar year reported in the annual report.] A. Field Investigation Status Completed Field Investigations Technique1 Number of Potential Capacity Constraints Priority 1 Priority 2 Priority 3 Priority 4 Priority 5 Flow Metering X X X X X Manhole Level Monitor X X X X X Chalking X X X X X Visual Inspection X X X X X Other (if applicable) X X X X X Monitor in Future per Capacity Assessment and Remediation Process and Guidelines Appendix (CMOM) X X X X X Total X X X X X Note 1: Potential capacity constraints may be inspected with one or multiple techniques. The primary technique is reported. B. Map of Completed Field Investigations [Include a map showing the location of each field investigation.] Appendix J Annual Report Template Page 12 of 12 XII. Completed Remedial Measures A. Remediation Completed in Calendar Year X Remediation Completed Summary Miles of Gravity Sewer Main1 Number of Manholes Number of Force Mains Number of Air Release Valves Number of Lift Stations Completed in Calendar Year X X X X X X Note 1: Gravity Sewer Main Segment length is included in miles. Remedial Measure Plan Project List (After Submittal of the Remedial Measures Plans) Capital Project Name Project Status Project Completion Year Remedial Measure Projects in Performing Neighborhoods Capital Project Name Project Status B. Map of Remedial Measures Completed [Include an overview map of remedial measures completed. The map will differentiate between remedial measures completed during the calendar year reported in the annual report and remedial measures completed pursuant to the consent decree prior to the calendar year reported in the annual report.] XIII. Documentation of Updates [Include a summary of written agreements pursuant to Consent Decree Paragraphs 107 (Non-material Modification) and other changes made pursuant to Consent Decree Section XIX (Modification).] Summary of CMOM Plan updates pursuant to CD Paragraph 33: DATE: June 12, 2020 TO: Mayor and Council FROM: Rebecca Huerta, City Secretary RebeccaH@cctexas.com (361) 826-3105 PRESENTER(S): Name 1. Toby Futrell, Chair of Charter Review Ad Hoc Committee ISSUE: On May 14, 2019, the City Council created a Charter Review Ad Hoc Committee with a focus on extending Council terms to four years, reviewing council compensation, and miscellaneous housekeeping items as applicable. The committee met over a 10-month period. Their final report outlines several proposed charter propositions for Council consideration. The target election date is November 3, 2020. SUPPORTING DOCUMENTS: 2020 Charter Review Ad Hoc Committee – Final Report PowerPoint 2020 Charter Review Ad Hoc Committee – Final Report AGENDA MEMORANDUM City Council Meeting of June 23, 2020 FINAL REPORT 2020 CHARTER REVIEW AD HOC COMMITTEE June 15, 2020 Members Toby Hammett Futrell, Chair Philip Ramirez, Vice Chair Chad Magill Oscar Martinez Rick Milby Aaron Munoz Shirley Thornton Bob White John Wilson 1 | P a g e Table of Contents List of Propositions and Recommendations ................................................................................................................ 2 Committee Objective and Guiding Values ................................................................................................................... 4 Introduction .............................................................................................................................................................. 4 Methodology ............................................................................................................................................................. 5 Committee Timeline................................................................................................................................................... 7 Proposed Proposition #1: Single Member Districts with 4-Year, Staggered Terms ....................................................... 8 Alternative Recommendation #1 ............................................................................................................................ 8 Proposed Proposition #2: Mayor and Council Compensation .................................................................................... 15 Proposed Proposition #3: Term Limits ...................................................................................................................... 18 Proposed Proposition #4: Initiative/Referendum Signature Requirement ................................................................. 20 Proposed Proposition #5: Consistent Zoning Approval.............................................................................................. 21 Proposed Proposition #6: Removing a Council Member from Office ......................................................................... 22 Recommendation #2: Financial Transparency w/ Intra-Departmental Budget Transfers ............................................ 23 Recommendation #3: Financial Transparency w/ City Contracts ............................................................................... 24 Recommendation #4: Council Staff Support ............................................................................................................. 25 Appendices Appendix A: Proposed Proposition #1 Minority Opinion ........................................................................................... 26 Appendix B: Ballot Language and Actual Text Amendments Proposed Proposition #1 Single Member Districts with 4-Year, Staggered Terms .......................................................... 29 Appendix C: Ballot Language and Actual Text Amendments Proposed Proposition #2 Mayor and Council Compensation ........................................................................................ 31 Appendix D: Ballot Language and Actual Text Amendments Proposed Proposition #3 Term Limits ......................................................................................................................... 33 Appendix E: Ballot Language and Actual Text Amendments Proposed Proposition #4 Initiative/Referendum Signature Requirement ...................................................................... 35 Appendix F: Ballot Language and Actual Text Amendments Proposed Proposition #5 Consistent Zoning Approval ................................................................................................. 37 Appendix G: Ballot Language and Actual Text Amendments Proposed Proposition #6 Removing a Council Member from Office ............................................................................. 39 2 | P a g e LIST OF PROPOSITIONS AND RECOMMENDATIONS Proposition #1: Single Member Districts with Staggered 4-Year Council Terms: Change our current mixed election system – 5 single member districts each elected by majority vote of the their district voters, 3 at-large positions elected by plurality, and our mayor elected at large, all with 2-year non-staggered terms – and move to a new election system of 8 single member districts each elected by majority vote of their district voters and our Mayor elected at large, all with staggered 4-year terms. Recommendation #1 is a Potential Alternative to Proposition #1: If the Council decides against putting Proposition #1 on the ballot or if voters reject Proposition #1 at the ballot box, the Committee recommends keeping our current mixed election system with 2-year non-staggered terms, but exploring a State Constitutional Amendment through the City’s future legislative agendas to eliminate the constitutional requirements that are triggered when any Texas city adopts council terms longer than 2 years. Proposition #2: Mayor and Council Compensation. Double the Mayor’s annual salary from $9,000 to $18,000. Double the City Council Members’ annual salary from $6,000 to $12,000. Include an escalator that adjusts those salaries every 2 years by that year’s unadjusted U.S. All Items Consumer Price Index (CPI) for Urban Consumers as determined by the U.S. Bureau of Labor Statistics. Proposition #3: Term Limits. Establish lifetime City Council term limits as follows: No person shall serve more than 8 years as Council Member, or more than 8 years as Mayor or more than 12 years in any combination. Any time served prior to the approval of this proposition shall count towards the lifetime term limit. This provision shall not prohibit any Council Member or Mayor from beginning or completing any term that begins in 2020 or 2021, but would prohibit any other candidate from running for a term they cannot complete because of term limits. Proposition #4: Initiative/Referendum Signature Requirement. Clarify that signatures are required on the statements of intent to commence either initiative or referendum proceedings. Proposition #5: Consistent Zoning Approval. To delete the requirement that zoning ordinances presented for Council approval require a two-third affirmative vote during the 30 days before a regular election and extending until newly elected council members take office. These same zoning ordinances normally require a simple majority vote any other time of the year. 3 | P a g e Proposition #6: Removing a Council Member from Office. Delete charter provision that allows as few as 5 registered voters to initiate a Council action to remove a council member from office. Currently, a council member may be removed by a simple majority vote of other council members. Change to require 6 affirmative votes for other council members to overturn an election by removing an elected council member from office. Recommendation #2: Financial Transparency with Intra-Departmental Budget Transfers. Amend City Financial Policy to require intra-departmental budget transfers within the same fund to be included in the City’s Quarterly Budget Report which is presented to Council every 3 months and maintained on the City’s web site for public review. Recommendation #3: Financial Transparency with City Contracts. Expand the reporting of contracts under $50,000 for greater scrutiny through a City Financial Policy Amendment. Lower the threshold of $50,000 to include more city contracts reported and maintained in searchable format on the City website. Recommendation #4: Council Staff Support. The provision of dedicated, paid staff resources to support council members is better handled as a policy issue through the annual budget process rather than through a charter requirement. 4 | P a g e COMMITTEE OBJECTIVE To judiciously recommend charter revisions that consider national best practices and are value added in both governing, as well as operating our City GUIDING VALUES The following three values guided the Committee’s deliberation on each potential charter revision: Improving operational efficiency Advancing public accountability Respecting our Council/Manager form of government INTRODUCTION The Committee considered over 30 potential charter changes during eleven months that selectively resulted in the six proposed charter propositions outlined in this Report. Our Report also includes 4 additional recommendations on items that seemed more suited to a Council policy or budget action than a charter revision. Recognizing that the Committee’s role is purely advisory to the Council, we tried to make our work value added by focusing heavily on the discovery or research component for each item under consideration. This Report provides the Council with both a strong national and statewide picture of trends and best practices that might be relevant to the Council’s final ballot deliberations. Additionally, we specifically laid out the rigorous pro and con debates that occurred for each item to give the Council a road map of the diverse community perspectives that were brought to the table. By following the discovery – discussion – decision-making process outlined in the Report’s Methodology Section, the Committee had a significant number of unanimous decisions to both propose – and as frequently, not to propose – specific charter amendments. I’d like to flag a notable exception to that track record. Proposed Proposition #1 recommends a move to all single member districts that is combined on the ballot proposal with 4-year staggered council terms because of a complicated link to State constitutional requirements when a Texas city moves past 2-year council terms. This proposal had a hard split among Committee members and is explained in detail in the following report section dedicated to Proposed Proposition #1. 5 | P a g e METHODOLOGY The Committee created a scope of work and prioritized work plan for recommending charter revisions organized around addressing: 1. Mayor and City Council’s charter revision interests and concerns articulated in both the Council Motion of Direction creating the Charter Review Ad Hoc Committee, as well as the surrounding Council discussion on that item, 2. City Manager’s charter revision interests and concerns related to improving operational process efficiency and effectiveness, 3. Housekeeping items raised by both the City Secretary and City Attorney, and 4. Other items identified for discussion by individual Committee Members Following The 3 D Process: DISCOVERY → DISCUSSION → DECISION Each potential charter revision was put through a rigorous process of discovery, discussion, and decision-making. A great deal of effort was front-loaded in the discovery or research element of the 3 D’s to identify trends and best practices. Diverse resources were tapped including, but not limited to: October 2019 Survey of the top 20 largest Texas cities on relevant charter issues. 2018 nationwide Municipal Government Survey conducted by the International City/County Management Association (ICMA). 2018 Texas Municipal Government Survey done through a collaboration of both Texas Municipal League (TML) and ICMA. Texas Home Rule Charters, considered the quintessential guide to model Texas city charters, written by Terrell Blodgett and published by TML in 1994 and updated again in 2010. An Analysis of Texas Home Rule Charters written by Charles E. Zech and published as a 2008 Texas State University Applied Research Project that expanded the work done by Terrell Blodget. Numerous interviews conducted with experts on the state constitution, election analysis and election law, best practices in municipal charters, form of government and local government operations, as well as gaining local historical perspective from past charter committee chairs, elected officials, city attorneys, and city executives. 6 | P a g e Interviews were also conducted with other relevant entities such as the Secretary of State Election Office, LBJ School of Public Affairs at the University of Texas, Texas A&M University at Corpus Christi, TML, Texas City Manager Association (TCMA) and ICMA. Throughout the process, each Committee Member provided updates to their assigned Council Member to keep the member informed on the status of the Committee’s work and to convey Council’s feedback for Committee consideration. Potential charter revisions that received a majority affirmative vote of the Committee resulted in either a preliminary recommendation or proposed charter proposition. For each recommendation or charter proposition, the final Committee Report includes a summary of any relevant research or identified best practices, both pro and con arguments, a cost-savings impact statement if applicable , and a legal review and sign off, as well as any other germane operational review and sign off, such as from the City’s Intergovernmental Relations Director or Chief Financial Officer. Committee members that were part of a losing vote with > 2 votes but < 5 votes had the option to draft a one-page Minority Opinion on those recommendations or propositions. Any Minority Opinions are included as an appendix in both the preliminary and final Committee Report. The preliminary Committee Report was posted on the City’s Charter Review Committee web page in May 2020 for early public feedback and was reported to the Committee before the Committee Report was finalized for presentation to the City Council. Additionally, public feedback from the web page will be summarized and reported to the City Council during the Committee’s presentation to the City Council on June 23, 2020. This web site was promoted and maintained by the City’s Communication Office as part of the Committee’s public education and outreach efforts on the charter revision initiative. 7 | P a g e COMMITTEE TIMELINE DATE WORK TO ACCOMPLISH May - July 2019 Mayor & Council Creates Charter Review Ad Hoc Committee Mayor & Council Outline Key Areas of Interest for Possible Charter Revision Mayor & Council Makes Committee Appointments August 2019 –APRIL 2020 Discovery: Research on Best Practices & Legal Review Discussion Complete Preliminary Recommendations and Proposed Propositions May 2020 Draft Report reviewed by Law & City Secretary Before Posting on Website Law Begins Preparing Proposed Ballot Language City Communications Office Aggressively Promotes City Charter Revision Website during May Public Feedback Period Receive Citizen Comments through Charter Revision Web Site JUNE 2020 Prior to 6/5 Meeting, Review Public Feedback from Charter Review Web Site 6/5 is Last Committee Meeting to Finalize Recommendations and Proposed Ballot Language Finalize Charter Committee Report Week of 6/8, Fully Brief All Individual Council Members & Mayor Back Up for 6/23 Council Meeting is Due on 6/15 6/23 Formal Committee Presentation to Mayor & Council JULY 2020 Council Deliberation on Report Recommendations Continues Council Vote on First Reading of Ballot Language Scheduled for 7/14/20 with a Deadline of 7/28/20 August 2020 Final Council Reading of Ballot Language Scheduled for 7/21/20 with a Deadline of 8/11/2020 November 3, 2020 General Election, Including Charter Revision Ballot Items 8 | P a g e PROPOSED PROPOSITION #1 Proposition #1: Single Member Districts with Staggered 4-Year Council Terms: Change our current mixed election system – 5 single member districts each elected by majority vote of the their district voters, 3 at-large positions elected by plurality, and our mayor elected at large, all with 2-year non-staggered terms – and move to a new election system of 8 single member districts each elected by majority vote of their district voters and our Mayor elected at large, all with staggered 4-year terms. RECOMMENDATION #1 IS A FALL BACK TO PROPOSITION #1 If the Council decides against putting Proposition #1 on the ballot or if voters reject Proposition #1 at the ballot box, the Committee recommends keeping our current mixed election system with 2-year non-staggered terms, but exploring a State Constitutional Amendment through the City’s future legislative agendas to eliminate the constitutional requirements that are triggered when any Texas city adopts council terms longer than 2 years. Background This was both the most controversial and most complicated charter proposal the Committee explored and requires an explanation on why the proposal links single member districts to longer, staggered council terms. Originally, the Council’s interest in the Committee exploring longer, staggered council terms was deliberated separately from an unrelated Committee interest in examining changing our election system to all single member districts. Although 7 of our 9 Committee members favored 4-year staggered council terms, 5 didn’t want to move forward until the State and legal barriers could be mitigated. The Committee’s first proposal after deliberating longer, staggered terms is now summarized in Recommendation #1 above – to keep the status quo while partnering with other Texas cities to explore a State Constitutional Amendment removing the existing barriers to adopting longer council terms. Proposed Proposition #1 was a hard-fought Committee decision. After subsequently exploring the separate issue of single member districts, the Committee realized that changing 9 | P a g e our election system to all single member districts would remove State constitutional barriers to adopting longer council terms, as well as mitigate the potential conflicts with our 1983 Federal Court Order. So, when the benefits of moving to single member districts was combined with the benefits of longer council terms, the Committee voted 5-4 to recommend a new blended Proposition #1 to the City Council. The Committee’s first proposal then became a fallback position reflected in Recommendation #1 only if the Council decides against putting the new Proposition #1 on the ballot or if voters reject Proposition #1 at the ballot box. Appendix A contains a Committee minority opinion. Understanding the barriers: Adopting longer council terms is complicated by Texas State constitutional requirements, as well as the subsequent impact on a 1983 Corpus Christi lawsuit and Federal Court Order. Longer terms have been discussed repeatedly by prior Councils and Charter Review Committees for the last 20 years without a recommendation to move beyond 2-year terms. Why? Part of the reason is that the discussion of longer council terms is complicated by Texas State Constitutional requirements triggered by moving from 2-year terms to longer terms for City Council Members. These constitutional requirements are not mirrored in most other states where longer terms are a best practice with 76% of all national cities having terms longer than 2 years. This is in contrast to only 33% of Texas cities having longer than 2-year terms. These Texas State Constitutional requirements include: 1. Majority Vote: All city council members must be elected by majority vote rather than plurality vote 2. Mandatory Elections: Any vacancy with more than 12 months left in the term must be filled by election rather than city council appointment 3. Resign to run: Automatic resignation if a city council member announces candidacy for other office with more than 13 months remaining in their term All 3 requirements increase costs to Texas cities adopting longer council terms by increasing the number of required elections. Most importantly however, the first state requirement to elect all council members by majority vote is further complicated by a 1983 lawsuit against the City of Corpus Christi surrounding the lack of diversity at that time in our city council. The City lost this 1983 lawsuit and was placed under a federal court order that created our current mixed election system of both single-member districts and at-large positions. It also changed 10 | P a g e any at-large positions elected by majority vote to our current system of a plurality vote in our at-large positions. This was because in 1983– as it still remains today – most election experts see using a majority vote in at-large positions as the least conducive system to produce diversity in council elections. Boiling down the debate. It is up for debate how that 1983 federal court order impacts a decision today to move to longer council terms, that would then trigger a State Constitutional requirement for a majority vote on all our at-large positions. In a recent conversation with an attorney in the Secretary of State’s Election division on an ancillary issue, the attorney raised our 1983 federal court order unprompted and suggested we needed to carefully review that federal court order to be sure we were able to make the changes under discussion. Additionally, one prior City Attorney and one prior Assistant City Attorney believed the City of Corpus Christi remains bound by that federal court order. This is reflected in a June 2011 City Attorney email responding to similar Council questions that states “…the 1983 federal court order is still in effect and we are still required to comply with its provisions. …. we would have to petition the federal court for a modification of the order. According to federal law if we seek modification, we must first show that there has been a significant change in circumstances that require the modification.” In January 2020, our City Attorney gave the City Charter Review Ad Hoc Committee a current legal opinion on this matter, the highlights of which follow. First, the opinion notes that since 2013, U.S. cities are no longer required to get a preclearance of any changes to their election system or procedures from the Department of Justice (DOJ). The City Attorney’s legal opinion then focuses on the specific consideration of the 1983 Federal Court Order on our ability to implement an alternate election system. The Judgment clearly issued two orders: It approved the 5-3-1 mixed election system and then ordered an election of persons to the City Council and as Mayor of the City of Corpus Christi be conducted pursuant to this new system on August 13, 1983. The Judgment clearly prohibited the following: From hereafter using for election of city council members and mayor of the City of Corpus Christi, Texas the all at-large system by majority vote which was in effect on November 29, 1982. No other actions were expressly prohibited. 11 | P a g e In short, the City Attorney believes changing the election system would not expressly violate the Federal Court Order except if the City were to adopt “the at-large system which was in effect on November 29, 1982.” However, the City still may not adopt a practice or procedure that denies or abridges the right of any citizen to vote on account of that citizen’s race or color or that dilutes a minority racial group’s voting strength per the Voting Rights Act. The 1983 lawsuit was resolved by ending the City’s all at-large by majority vote election system (that was and is still believed to dilute a minority racial group’s voting strength) to our current mixed election system of single member districts by majority vote combined with at- large positions by plurality vote. So, the question today is whether by moving to longer council terms and triggering the state requirement to change our at-large positions by plurality vote back to a majority vote puts the City at risk of diluting a minority racial group’s voting strength. What are the pros and cons of moving to longer staggered council terms? # Pros of Longer, Staggered Council Terms 1 Provides consistency. Mirrors longer terms for other local officials, i.e. ISD Board Members, County Commissioners & Port Commissioners creating a more level playing field, specifically for local elected officials. Local elected ISD Board Members are held to either three or four-year terms by the State Election Code and are specifically allowed plurality voting in their at-large positions – an option denied to cities with longer than 2-year terms. The State Constitution dictates four-year terms for elected County Commissioners without requiring the same package of restrictions laid out for cities that opt for terms longer than 2 years. 2 Fosters longer term, strategic thinking versus focusing on short term outcomes to prepare for reelection every other year. Cities with 2-year terms are playing a long-term game with short term players. 3 Eliminates the distraction of reelection 1 out of every 2-year term, leaving more time to get things done. Promotes continuity and focus in governance. 4 Mitigates disruption of significant or wholesale turnover on city council 12 | P a g e # Pros of Longer, Staggered Council Terms 5 Gives time for newly elected council members to grow in position rather than spending 1-year coming up to speed, then spending the 2nd year running again for reelection. 6 Grows stronger productive relationships between city staff and city council. 7 Builds experience. Experience helps with good governance and longer terms helps with building experience. Staggered terms allow new council members the benefit of serving with experienced members who have organizational and political history. 8 Balances city staff and council power. Two-year terms create political disruption and turnover that can diminishes that balance of power. # Cons of Longer, Staggered Terms 1 Creates less voter accountability by not keeping council members closely aligned or connected with voters. Let voters decide if they want to keep their council members for more than 2 years. 2 Compounds today’s widespread lack of trust in government. 3 Ignores that the majority of incumbent 2-year council members already get reelected providing continuity and consistency despite shorter terms. 4 Increases costs of special elections created by mandatory vacancy and resign to run elections, as well as more run-off elections required by state requirement for at-large elections by majority vote. 5 Creates voter burn out with the requirement of more special elections and run offs when the state constitutional requirements are triggered by adopting longer terms. 6 Complicates communication to voters of all the nuances of the state constitution requirements and the impact of the 1983 lawsuit, among other considerations of moving to longer terms 13 | P a g e What are the pros and cons of changing our current mixed election systems to single member districts? # Pros of Single Member Districts Over Mixed Election System 1 Brings government closer to voters and both balances power with and makes government more accountable to the interests of individual neighborhoods, specific areas of town, and communities. 2 Reduces the costs of running a council election campaign. As cities grows, so do election costs. Allows for a more focused, less costly election campaign which broadens both the pool and diversity of candidates that can run for council office. 3 Takes advantage of new census data being available for designing new City district boundaries. 4 Coordinates with the timing of upcoming state redistricting. 5 Makes the workload and expectations of a single member district representative more manageable and productive as compared to managing an at-large representative’s citywide responsibilities and expectations. # Cons of Single Member Districts Rather than Mixed Election System 1 Reduces a citizen’s voting impact by replacing their current ability to vote for 5 or a majority of council positions (the Mayor, their single member district representative and three at large members) to only 2 council votes (the Mayor and their single member district representative), which is significantly less than a majority. 2 Creates a ward system of governance – tends to produce a singular focus on my house and the house next door, rather than balancing interests of the City as a cohesive community. 3 Eliminates at-large positions which provide a training ground for mayoral candidates who must represent the City as a whole. 14 | P a g e # Cons of Single Member Districts Rather than Mixed Election System 4 Eliminates the mixed election system – which combines both elected representatives with a single member district perspective and elected representatives an at-large perspective – in trade for all single member districts with smaller district boundaries. 5 Both nationally and statewide our survey data shows single member district systems are losing ground to mixed election systems. Currently in Texas, less than 8% of cities have single member district systems while mixed election systems are at 20%. Nationally, only about 2% of cities have requested a charter change to single member districts in the last few years, although when this change does make it on the ballot it is statistically likely to pass. It is also important to note when looking at this data that most single member district cities are larger cities. 6 Ignores the impact of social media on changing election strategies and reducing the cost of elections, including making the cost of at-large election campaigns more viable for a diverse pool of candidates. 15 | P a g e PROPOSED PROPOSITION #2 Proposition #2: Mayor and Council Compensation. Double the Mayor’s annual salary from $9,000 to $18,000. Double the City Council Members’ annual salary from $6,000 to $12,000. Include an escalator that adjusts those salaries every 2 years by that year’s unadjusted U.S. All Items Consumer Price Index (CPI) for Urban Consumers as determined by the U.S. Bureau of Labor Statistics. Background Our Mayor and Council Member salaries are currently included in our City Charter as a flat amount and a required citywide vote to change that Charter provision on the amount of council compensation has not happened for over 37 years. Although the proposed charter amendment is a conservative recommendation and does not keep up with the present value of salaries that were set almost four decades ago, it does provide for a small cost of living escalator that helps correct for the inherent fallacy of including a flat amount of compensation in the City Charter. In today’s dollars, the $6,000 council member salary set in 1983 would need to be $15,480 to maintain its buying power today. The mayor’s $9,000 salary would need to be $23,221. This means that those citizens who serve on our City Council today are making less than those who served in 1983 despite the challenges of managing a city’s population that has grown by over 100,000 since the 1980’s. In fact, today’s city councils are facing the increasingly complex challenges of governing a diverse, growing city currently ranked as the 8th largest city in Texas, including being the regional water supplier, as well as having the third-largest port in the nation by tonnage and the number one exporter of crude oil in the U.S. Our policy makers are juggling the impact of an astonishing $52 billion dollars of industrial capital investment in our region which alone is the equivalent of the 8th largest statewide capital investment in the nation. Recognizing local elected public service is not intended to be a lifetime career or to be a substitute for paid full-time employment, it is also important to recognize the level of time and commitment, as well as both the personal and professional sacrifice required of our citizens 16 | P a g e who choose to serve in local elected offices. While the role of mayor and council member may not be structured as a full-time job, it is hard to argue that the time and energy commitment required in Corpus Christi has grown beyond a part-time responsibility. After almost four decades, some reasonable increase in compensation paired with a conservative compensation escalator needs to be in place to encourage the very best from our community to serve and to make that service possible for a larger segment of our community, not just those with wealth and privilege. Nationally and statewide, council salaries are all over the map, running from $1 to $115,000 a year in a recent survey. However, there are many local benchmarks that can be used to put our current $6,000 council member salary and $9,000 mayoral salary in context: A full-time minimum wage annual salary is $15,080 and part-time salary is $7,540. A Nueces County living wage of $11.85 per hour produces a full-time salary of $24,648 and part-time salary of $12,324. A full-time median salary for Corpus Christi city employees is $36,533 and is $11,200 for part time city employees. The U.S. median income is $53,482 and the Corpus Christi median income is $45,675. Corpus Christi per capita income is $26,743. What Are the Pros and Cons of Increasing Council Salaries? # Pros of Increasing Salaries 1 Helps maintain the buying power of salaries established over 37 years ago and that haven’t been increased in almost 4 decades. 2 Encourages more people to serve. 3 Allows for more diverse segments of our population to serve. 17 | P a g e # Pros of Increasing Salaries 4 Recognizes and values the increasing challenges to governing, as well as the time and commitment required to serve, in a growing, complex city. # Cons of Increasing Salaries 1 The compensation proposal was deliberated by the Committee over 8 months ago. As the Committee’s work is just now being presented, this proposal unfortunately comes at a time of national economic stress and job loss due to the COVID-19 pandemic and the Committee recognizes it may no longer be the time for consideration. 2 Requires citizens to recognize and appreciate what is required of city council service at a time when trust and confidence in government is low. 3 Acknowledges there is no clear definition of the Council as either full- time or part-time, as well as no formal documentation of the amount of time the job requires each week. 4 Promotes self-interest in local elected public service if salaries are raised to reflect or substitute for full time, career compensation. 18 | P a g e PROPOSED PROPOSITION #3 Proposition #3: Term Limits. Establish lifetime term limits where no person shall serve more than 8 years as Council Member, or more than 8 years as Mayor or more than 12 years in any combination. Any time served prior to the approval of this proposition shall count towards the lifetime term limit. This provision shall not prohibit any Council Member or Mayor from beginning or completing any term that begins in 2020 or 2021. No person shall be eligible to run for election to a term if completion of that term would cause that person to exceed a maximum service limit of this subsection. Background There appears to be no best practice in regard to term limits. From recent International City Manager Association (ICMA) and Texas Municipal League (TML) surveys of both U.S. and Texas cities, most cities – primarily very small cities with more limited candidate pools – have no term limits. For those that do, term limits range widely from a single term to 12 terms. Since Corpus Christi is the 8th largest city in Texas, we examined term limits in the 20 largest Texas cities since term limits are more common in larger cities. About a third of the 20 largest Texas cities have no term limits. Those with term limits run the gamut from a total of 4 years to 9 years. Analyzing the range of term limits in these cities, finds some common ground with almost 40% having total term limits of 8 years. Most of the term limits are based on consecutive terms. Only about 10% allow a break before starting over with term limits. Our current term limits are four consecutive 2-year terms for a total of 8 years for those serving as either a Council Member only or the Mayor only. For anyone serving in a combination of both Council Member and Mayor, term limits are six consecutive 2-year terms for a total of 12 years. A termed-out Council Member or Mayor may sit out 3 consecutive terms or 6 years and start over with term limits. What Are the Pros and Cons of Term Limits? # What are the Pros of Term Limits? 1 Encourages new blood and diverse participation on the City Council. 19 | P a g e # What are the Pros of Term Limits? 2 Builds interest in and availability of candidates for public service. 3 Helps prevent undue influence of long-standing political relationships. 4 Helps reduce the power of incumbent name recognition that can override other election considerations. # What are the Cons of Term Limits? 1 Limits the candidate pool and disallows willing public servants from continuing to serve. 2 Limits voter choices. Term limits don’t always allow the voters to decide. If a local elected official is doing a good job, voters should be able to re- elect that official. 20 | P a g e PROPOSED PROPOSITION #4 Proposition #4: Initiative/Referendum Signature Requirement. Clarify that signatures are required on the statements of intent to commence either initiative or referendum proceedings. Background This is a housekeeping item brought forward by the City Secretary’s Office to specifically state that signatures, in addition to names and addresses, are required on citizen petitions calling for an initiative or referendum. 21 | P a g e PROPOSED PROPOSITION #5 Proposition #5: Consistent Zoning Approval. To delete the requirement that zoning ordinances presented for Council approval require a two-third affirmative vote during the 30 days before a regular election and extending until newly elected council members take office. These same zoning ordinances normally require a simple majority vote any other time of the year. Background This change was brought forward from Development Services through the City Manager to provide operational consistency and fairness throughout the year. The intent is to treat all zoning cases equally regardless of their submission timeline. Most experienced developers and land use attorneys already avoid submittals during this window, but the average citizen is usually caught unaware of the two-third vote requirement during citywide elections. The history of this charter provision is murky. Through oral history provided by both a retired assistant city manager and assistant city attorney, as well as a former director of Development Services, this provision was added to the City Charter over 50 years ago in 1968 and was driven by a specific incident. According to oral history, a council member up for re-election openly shopped their zoning vote on a controversial and high-profile project in exchange for an endorsement by a group opposing the upcoming zoning action. We could find no evidence of this happening before or after this charter provision was added. Additionally, we did not find similar charter provisions by other Texas cities. The Committee brings forward this charter revision agreeing that consistency and certainty in development processes is important to all parties in the development process. 22 | P a g e PROPOSED PROPOSITION #6 Proposition #6: Removing a Council Member from Office. Delete charter provision that allows as few as 5 registered voters to initiate a Council action to remove a council member from office. Currently, a council member may be removed from office by a simple majority vote of other council members. Change to require 6 affirmative votes for other council members to overturn an election decision by removing an elected council member from office. Background In general, the Committee believed that there should be a high bar to overturn the results of an election to remove a council member from office. Registered voters are given a charter- prescribed recall process to have Corpus Christi voters decide whether to remove an elected council member from office or not. Having another provision that allows as few as 5 registered voters to bypass the recall process and initiate a Council removal action is subject to abuse and is redundant. The same logic applies to requiring a council removal action to have 6 affirmative votes as opposed to a simple majority vote of the council when removing a council member from elected office. 23 | P a g e RECOMMENDATION #2 Recommendation #2: Financial Transparency with Intra-Departmental Budget Transfers. Amend City Financial Policy to require intra-departmental budget transfers within the same fund to be included in the City’s Quarterly Budget Report which is presented to Council every 3 months and maintained on the City’s web site for public review. Background Under the Council Manager form of government, much flexibility and authority are given to the City Manager to develop, manage and maintain balanced fund budgets. This is because the City Manager is held accountable for maintaining not just an annual balanced budget, but for producing measurable operational results set by the City Council. In exchange, the City Council gives the City Manager the budgetary and operational flexibility to accomplish this. The City of Corpus Christi uses fund accounting, as do most non-profits and governmental entities. Fund accounting is used when an operation is driven by results as opposed to profit. No money is moved between funds without a council approved budget amendment, but the authority to move money within funds is given to the City Manager – whether it is moving money among departmental line items or among departments within the same fund. Additionally, money that is moved among departmental line items or between departments in the same fund is audited, reconciled and reported at the end of each fiscal year during close out. In the interest of improved financial transparency, the Committee conferred with the City’s Chief Financial Officer. We believe this issue does not need to be a charter provision, but can be handled through a Financial Policy amendment. We agreed that a compromise is to include all intra-departmental money transfers within the same fund in the City’s Quarterly Budget Report which is presented to Council every 3 months. These Quarterly Budget Reports are also maintained on the City web site for public review. 24 | P a g e RECOMMENDATION #3 Recommendation #3: Financial Transparency with City Contracts. Expand the reporting of contracts to include contracts under $50,000 for greater scrutiny through a City Financial Policy Amendment. Lower the threshold of $50,000 to include more city contracts that are reported and maintained in searchable format on the City website. Background The City already maintains Council-approved contracts in searchable format in compliance with state law on the City website. The City also maintains paper and electronic copies of all contracts in compliance with state record retention schedules. All city contracts are currently public information and available on request. The Committee agrees that financial transparency can be improved by increasing scrutiny of the many contracts that fall below $50,000, but does not believe this needs to be a charter amendment and should be handled through a Financial Policy amendment instead. The Committee recommends that the City’s Chief Financial Officer should stipulate a floor below $50,000 and inform the Council on what it will cost to include and maintain those contracts in searchable format on the City website before codifying this change in the City’s Financial Policy. 25 | P a g e RECOMMENDATION #4 Recommendation #4: Council Staff Support. The provision of dedicated, paid staff resources to support council members is better handled as a policy issue through the annual budget process rather than through a charter requirement. Background Results from both national and state surveys show that the larger the city, the more likely it is for the Council to have some level of dedicated, paid staff support. On the other hand, the majority of all U.S. cities have some level of dedicated, paid staff support for the Mayor. The Committee felt this was a policy and resource question best handled by the Council and the City Manager though the annual budget process. 26 | P a g e APPENDIX A MINORITY OPINION ON PROPOSITION #1: SINGLE MEMBER DISTRICTS WITH STAGGERED 4-YEAR TERMS Written by Committee Member Bob White 27 | P a g e On May 14, 2019, the City Council voted 7-2 to establish a Charter Review Ad Hoc Advisory Committee with each Council Member appointing one individual to represent their opinions. The first meeting was held on August 30, 2019 with a list of items the Council members wanted fully examined. The items included (1) Extending Council terms to four years (2) City Council compensation (3) Staggered Council terms (4) Create At Large places that draw opponents (5) Move to total versus consecutive time for Council service term limits (6) Legal housekeeping items and a few lesser items. Because of the complexity of the requested items we voted to move to two meetings a month after our fifth meeting in December. After long consideration and discussion, the committee voted to keep our current Council election system in place but to seek some relief from the Texas Legislature which would allow us to go to four-year terms while keeping the At Large election method. Without this legislative relief, moving to four year terms would automatically place us under Texas State Constitutional requirements which include all Council members be elected by majority, mandatory elections for any vacancy with more than 12 months remaining in the term rather than city council appointment as well as the requirement for automatic resignation if a council member announces candidacy for another office if they have more than 13 months remaining in their term. During the October 15th meeting City Attorney Miles Risley mentioned all single member districts as a possible option while spelling out numerous roadblocks. During the April 24, 2020 meeting a vote was taken that upended all the previous work the committee had done. By a vote of 5-4 the committee completely changed directions and approved recommending the Council go to all single member districts with four-year staggered terms requiring additional elections. Our city has operated under the 5/3/1 rule since 1983 when a Federal Court ruling disallowed our previous at large system of electing our City Council members. The 1983 Federal Court ruling stated that “the new system assures to Hispanic residents of the City of Corpus Christi equal access to the political processes lea ding to nomination or election of City Council members and Mayor”. The court approved the establishment of boundary lines for five single member districts, 3 council members to be elected at large with a plurality vote of at least 12 % and a Mayor to be e lected by majority. There is absolutely no justification for change as our City is still under the 1983 court ordered 5/3/1 Council plan in the opinion of several attorneys, 2 former City Attorneys and our Secretary of State also stated great concern. In 1994 MALDEF went to Federal Court seeking all single member districts and were rejected by the Court. It would be difficult, if not impossible to convince the Court the need for change as the 5/3/1 system we have used since 1983 has proven very effective in providing the diversity the court sought in its ruling. There is no mechanism in place to redraw the district boundaries and go from 5 to 8 districts as the court was not agreeable to having more than 5 districts. It has been suggested that we MUST move now as this is a census year. The most current information from Washington is that “it is most 28 | P a g e likely impossible to complete the census in the timeframe originally planned due to the COVID 19 pandemic”. Before we jump out front to pass any sort of charter amendment that completely revises our election system, we should seek preclearance to ensure that it will pass muster with the court. To place an amendment on the November 2020 ballot that gets approved by the voters and then overturned by the court could prove to be an embarrassment to the Council that sent the item to ballot. We have operated successfully under our court mandated 5/3/1 rule since 1983 and can continue while further researching single member districts if that is the will of the Council. 29 | P a g e APPENDIX B BALLOT LANGUAGE AND ACTUAL TEXT AMENDMENTS PROPOSITION #1: SINGLE MEMBER DISTRICTS WITH STAGGERED 4- YEAR TERMS 30 | P a g e Insert Ballot Language Insert Text of Proposed Amendment 31 | P a g e APPENDIX C BALLOT LANGUAGE AND ACTUAL TEXT AMENDMENTS PROPOSITION #2: MAYOR AND COUNCIL COMPENSATION 32 | P a g e Insert Ballot Language Insert Text of Proposed Amendment 33 | P a g e APPENDIX D BALLOT LANGUAGE AND ACTUAL TEXT AMENDMENTS PROPOSITION #3: TERM LIMITS 34 | P a g e Insert Ballot Language Insert Proposed Text of Amendment 35 | P a g e APPENDIX E BALLOT LANGUAGE AND ACTUAL TEXT AMENDMENTS PROPOSITION #4: INITIATIVE/REFERENDUM SIGNATURE REQUIREMENT 36 | P a g e Insert Ballot Language Insert Text of Proposed Amendment 37 | P a g e APPENDIX F BALLOT LANGUAGE AND ACTUAL TEXT AMENDMENTS PROPOSITION #5: CONSISTENT ZONING APPROVAL 38 | P a g e Insert Ballot Language Insert Text of Proposed Amendment 39 | P a g e APPENDIX G BALLOT LANGUAGE AND ACTUAL TEXT AMENDMENTS PROPOSITION #6: REMOVING A COUNCIL MEMBER FROM OFFICE 40 | P a g e Insert Ballot Language Insert Text of Proposed Amendment 2020 Charter Review Ad Hoc Committee Report Committee Members: Toby Hammett Futrell, Chair Philip Ramirez, Vice-Chair Chad Magill Oscar Martinez Rick Milby Aaron Munoz Shirley Thornton Bob White John Wilson Introduction Council Appointed 9-Member Committee in May 2020 11 Months of Deliberation Considered Over 30 Potential Charter Revisions Presenting 6 Potential Propositions Submitting 4 Recommendations, Conscious of What Belongs in the Charter and What Doesn’t Items Under Consideration were Organized by: Areas of Council Interest Areas of Administrative Interest Areas of Interest from Committee Members & Citizens 1 Methodology Objective: To Judiciously Recommend Charter Revisions that Consider National Best Practices and are Value Added in Both Governing, as well as Operating Our City Guiding Values: Improving Operational Efficiency Advancing Public Accountability Respecting Our Council/Manager Form of Government DISCOVER DISCUSS DECIDE PUBLIC FEEDBACK History & Research Pros & Cons Advisory & Interactive Web Page & Costs Minority Opinions 2 TIMELINE May – July Council Created Charter Committee & Gave Direction July – May Committee Worked Issues & Drafted a Preliminary Report Late May Preliminary Report Put on City Web Page for Public Comment June Polished Report Worked on Draft Ballot Language & Actual Text Amendments 6/23/20 Council Report Presentation July Scheduled 1st Reading on 7/14/20 (Deadline 7/28/20) Scheduled 2nd Reading on 7/21/20 (Deadline 8/11/20) November 3, 2020 General Election, Including Charter Ballot Propositions 3 Let’s Start with the Backdrop for the Most Complicated & Interrelated Proposition the Committee Undertook Proposition #1: Longer Staggered Council Terms Combined with Single Member Districts 4 Longer Council Terms Are Considered Almost Every Two Years, But Not Brought Forward: WHY? 76% of Cities Nationally Have Longer than 2 Year Terms Compared to Only 33% of Texas Cities Texas State Constitutional Requirements for Moving Past 2 Year Terms: Mandatory Elections for Vacancies Resign to Run Majority Vote Texas State Requirements Not Duplicated in Most Other States & Also Not Required of Other Local Elected Officials in Texas Majority Vote: Impact on Our 1983 Federal Court Order Discovery & Discussion Leads to Recommendation #1 On Removing Barriers to Longer Terms 5 Recommendation #1: Removing Barriers to Longer Terms Keeping our current mixed election system with 2-year non-staggered terms Exploring a State Constitutional Amendment through the City’s future legislative agendas & Texas Municipal League to eliminate the constitutional requirements Tied to longer terms Fast Forward to Separate, Later Discussion of Single Member Districts Mitigates Impact on 1983 Federal Court Order & Reopens Discussion on Longer Terms Hard Fought 5-4 Committee Decision To Create Proposition #1 to Combine Single Member Districts with 4-Year Staggered Terms Recommendation #1 re: removing barriers to longer terms becomes a fall back if the Council decides against putting Proposition #1 on the ballot or if voters reject Proposition #1 at the ballot box 6 Proposition #1: Single Member Districts with Staggered 4-Year Council Terms Change our current mixed election system with 2-Year Non-Staggered Terms Move to a new election system of 8 single member districts each elected by majority vote of their district voters and our Mayor elected at large, all with staggered 4-year terms. Summary of Public Feedback 7 Proposition #3: Term Limits Establishes lifetime City Council term limits, Removing Consecutive Service and Sitting Out Period No person shall serve more than 8 years as Council Member, or more than 8 years as Mayor or more than 12 years in any combination Any time served prior to the approval of this proposition shall count towards the lifetime term limit This provision shall not prohibit any Council Member or Mayor from beginning or completing any term that begins in 2020 or 2021 No Person Shall be Eligible to Run for Election to a Term if Completion of that Term Would Cause that Person to Exceed the Lifetime Term Limit Summary of Public Feedback, Including Public Confusion Over the Committee’s Proposal 8 Interrelated Elements of Term Length, Staggered Terms, Term Limits & Definition of a Term A Struggle to Craft Interrelated Ballot Language and Actual Text Amendments for Propositions #1 & #3 as Envisioned Propositions #1 & #3 Do Not Stand Alone Without First Knowing the Council’s & then the Voters’ Answers to the Questions Framed by Both Propositions Options: Combine Propositions #1 & #3 – An All or Nothing Proposition Which Limits Voter Options Or Uncouple the Term-Related Questions - Taking Them to the Voters One at a Time Sequentially 9 Proposition #2: Mayor and Council Compensation Double the Mayor’s salary from $9,000 to $18,000 Double the City Council Members’ salary from $6,000 to $12,000 Include an escalator every 2 years by that year’s unadjusted U.S. All Items Consumer Price Index (CPI) for Urban Consumers 37 Years Ago a Flat Council Salary was Put in the Charter Without an Escalator & Has Never Changed Council is Making Less Today than the Council Who Served in 1983 Despite City Population growth of Over 100,000 & Increasingly Complex Challenges Proposal Doesn’t Fully Keep Up with the Present Value of Salaries Set Almost 4 Decades Ago Escalator Doesn’t Fully Keep Up with Future Inflation But It’s a Start Summary of Public Feedback 10 Proposition #4: Initiative/Referendum Signature Requirement. Clarify that signatures are required on the statements of intent to commence either initiative or referendum proceedings. Mirrors City’s current practice Consistent with State’s requirement Proposition #5: Consistent Zoning Approval. Delete the requirement that zoning ordinances presented for Council approval require a two-third affirmative vote during the 30 days before a regular election and extending until newly elected council members take office. These same items require a simple majority vote any other time of the year. Summary of Public Feedback 11 Proposition #6: Removing a Council Member from Office Deletes provision that allows as few as 5 registered voters to initiate a Council action to remove a council member from office. Citizens have a Prescribed Recall Process in the Charter Requires 6 affirmative votes of other council members to remove an elected council member from office. Currently, Only Requires a Simple Majority Vote of Council Summary of Public Feedback 12 Recommendations Previously Discussed Recommendation #1: Removing Barriers to Longer Terms Recommendation #2: Financial Transparency with Intra-Departmental Budget Transfers. Amend City Financial Policy to require intra-departmental budget transfers within the same fund to be included in the City’s Quarterly Budget Report which is presented to Council every 3 months and maintained on the City’s web site for public review. Recommendation #3: Financial Transparency with City Contracts. Expand the reporting of contracts under $50,000 for greater scrutiny through a City Financial Policy Amendment. Lower the threshold of $50,000 to include more city contracts reported and maintained in searchable format on the City website. Recommendation #4: Council Staff Support.The provision of dedicated, paid staff resources to support council members is better handled as a policy issue through the annual budget process rather than through a charter requirement. Summary of Public Feedback 13 We’d Like to Recognize the Hard Work of the Your Staff Who Supported this Work: Peter Zanoni Rebecca Huerta Miles Risley Lisa Aguilar Kim Womack With a Very Special Recognition of Norma Duran Questions? 14 Project No. : N/A 1 SFM Legistar No.: xx-xxx DATE: June 3, 2020 TO: Peter Zanoni, City Manager FROM: Richard Martinez, Director of Public Works RichardM5@cctexas.com (361) 826-3419 OUTSIDE PRESENTER(S): Name Title/Position Organization 1. John Palmer Deputy Project Manager Flatiron/Dragados 2. Lynn Allison Public Information Coordinator Flatiron/Dragados BACKGROUND: Flatiron Dragados, LLC will brief City Council on the Harbor Bridge Replacement Project. LIST OF SUPPORTING DOCUMENTS: None UPDATE TO CITY COUNCIL Harbor Bridge Replacement Project AGENDA MEMORANDUM Briefing for the City Council Meeting of 06/23/2020