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Agenda Packet City Council - 06/16/2020
City Council City of Corpus Christi Meeting Agenda - Final-revised 1201 Leopard Street Corpus Christi, TX 78401 cctexas.com Council Chambers11:30 AMTuesday, June 16, 2020 Addendums may be added on Friday. A.Mayor Joe McComb to call the meeting to order. B.Invocation to be given by Police Chaplain Mike Ilse of the Corpus Christi Police Department. 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: Page 1 City of Corpus Christi Printed on 6/15/2020 June 16, 2020City Council Meeting Agenda - Final-revised a.GOVERNMENT ACTIONS RELATED TO CORONA VIRUS G.MINUTES: 1.20-0699 Regular Meeting of June 9, 2020 H.BOARD & COMMITTEE APPOINTMENTS: 2.20-0697 Airport Board (4 vacancies) Animal Care Advisory Committee (2 vacancies) Board of Adjustment (7 vacancies) Transportation Advisory Commission (3 vacancies) I.EXPLANATION OF COUNCIL ACTION: J.CONSENT AGENDA: (ITEMS 3 - 15) 3.20-0719 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 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. Sponsors:Chief Financial Officer and Finance & Business Analysis 4.20-0721 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. Sponsors:Chief Financial Officer and Finance & Business Analysis Consent - Second Reading Ordinances 5.20-0566 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. Page 2 City of Corpus Christi Printed on 6/15/2020 June 16, 2020City Council Meeting Agenda - Final-revised Sponsors:Development Services 6.20-0567 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. Sponsors:Development Services 7.20-0598 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) Sponsors:Development Services 8.20-0583 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. Sponsors:Police Department 9.20-0600 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 ICAC program within the Police Department; and appropriating the $10,000.00 in the Police Grants Fund. Sponsors:Police Department 10.20-0513 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. Sponsors:Fire Department 11.20-0629 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. Sponsors:Parks and Recreation Department Consent - Contracts and Procurement 12.20-0626 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. Page 3 City of Corpus Christi Printed on 6/15/2020 June 16, 2020City Council Meeting Agenda - Final-revised Sponsors:Fire Department and Contracts and Procurement 13.20-0603 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. Sponsors:Police Department and Contracts and Procurement 14.20-0604 Motion authorizing a twelve month supply agreement with Ferguson Enterprises LLC for an amount not to exceed $185,133.20 for the 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. Sponsors:Contracts and Procurement and Utilities Department 15.20-0636 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. Sponsors:Information Technology Services, Police Department and Contracts and Procurement K.RECESS FOR LUNCH L.PUBLIC HEARINGS: (ITEMS 16 - 17) 16.20-0612 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 17.20-0504 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 Page 4 City of Corpus Christi Printed on 6/15/2020 June 16, 2020City Council Meeting Agenda - Final-revised per the agreements. (District 3) Sponsors:Development Services M.REGULAR AGENDA: N.FIRST READING ORDINANCES: (ITEMS 18 - 20) 18.20-0682 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 19.20-0698 Ordinance amending the Corpus Christi Code to codify the Municipal Court Committee Sponsors:City Secretary's Office 20.20-0631 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. Sponsors:Development Services O.BRIEFINGS: (NONE) P.EXECUTIVE SESSION: (ITEM 21) 21.20-0720 Executive session pursuant to Texas Government Code § 551.074 (Personnel Matters) to deliberate the appointment, employment, evaluation, reassignment, duties or discipline of City Auditor. Q.IDENTIFY COUNCIL FUTURE AGENDA ITEMS R.ADJOURNMENT Page 5 City of Corpus Christi Printed on 6/15/2020 1201 Leopard Street Corpus Christi, TX 78401 cctexas.com City of Corpus Christi Meeting Minutes City Council 11:30 AM Council ChambersTuesday, June 9, 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 11:32 a.m. Invocation to be given by Mayor Joe McComb.B. Mayor McComb gave the invocation. Pledge of Allegiance to the Flag of the United States and to the Texas Flag.C. Mayor McComb 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 Roland Barrera and Paulette Guajardo 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 Everett Roy, and Council Member Greg Smith Present:8 - Council Member Ben MolinaAbsent:1 - Page 1City of Corpus Christi Printed on 6/12/2020 June 9, 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 people submitted public comments which are attached to the minutes: Jeanette Roper, 7106 Windwillow Ct.; Thomas L. Stutzman; Jose Olivares, 715 S. Upper Broadway; Monico Sandoval, 4930 River Lane; Zach Crites; Juliana Pratt; Jamie Reyes; Juan and Emily Gonzales; Juan Gonzales; and Minh Nguyen. 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) Safe Fun-Fit update. 2) Summer jobs available for lifeguards and the importance of lifeguards. 3) Time and location of splash pads and swimming pools. 4) Winter quarter averaging update. 5) Budget updates which include solid waste impact, hotel occupancy tax, financial policies and North Beach restrooms. Council Members and City Manager Peter Zanoni discussed the following topics: the renovation of the North Beach restrooms. GOVERNMENT ACTIONS RELATED TO CORONA VIRUSa. Page 2City of Corpus Christi Printed on 6/12/2020 June 9, 2020City Council Meeting Minutes OTHERb. Emergency Management Coordinator Billy Delgado presented information on the following topics: Emergency Operation Center; Emergency Management Cycle; Emergency Management in Texas; Incident Command Organization Chart; Government Code 418 Texas Disaster Act; Evacuation Decision City Emergency Teams; Agencies Involved in Past Disasters; Planning and Drills; Planning Process; Communication with local, state and federal agencies; Communication with Public; Phased and Assisted Evacuation; Evacuation zones; Phased Hurricane Reentry; Proactive Approach for Disaster; and Emergency Information. MINUTES:G. 1.Regular Meetings of May 12, 2020 and May 19, 2020 A motion was made by Council Member Garza, seconded by Council Member Roy 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 Roy and Council Member Smith 8 - Absent:Council Member Molina1 - Abstained:0 BOARD & COMMITTEE APPOINTMENTS: (NONE)H. EXPLANATION OF COUNCIL ACTION:I. CONSENT AGENDA: (ITEMS 2 - 20)J. Approval of the Consent Agenda Mayor McComb referred to the Consent Agenda. Council members requested that Items 4, 12, 13 and 17 be pulled for individual consideration. There were no comments from the Council; or written testimony from the public. A motion was made by Council Member Roy seconded by Council Member Garza to approve the Consent Agenda with the exception of Items 4, 12, 13 and 17. The motion carried by the following vote: Aye:Mayor McComb, Council Member Barrera, Council Member Garza, Council Member Guajardo, Council Member Hernandez, Council Member Hunter, Council Member Roy and Council Member Smith 8 - Absent:Council Member Molina1 - Abstained:0 Page 3City of Corpus Christi Printed on 6/12/2020 June 9, 2020City Council Meeting Minutes 2.One-Reading Ordinance authorizing the acceptance of a grant from the Department of Justice for the FY 2020 Coronavirus Emergency Supplemental Funding Program in an amount of $521,426.00 to fund overtime, equipment, and supplies related to the public safety response to Coronavirus for the Police and Fire Departments; and appropriating $260,731.00 in the Police Grants Fund and $260,695.00 in the Fire Grants Fund. This Ordinance was passed on emergency on the consent agenda. Enactment No: 032121 3.One-Reading Ordinance authorizing the acceptance of a grant in an amount of $121,850.26 from the Public Health and Social Services Emergency Fund to respond to coronavirus; and appropriating $121,850.26 into Fire Grant Fund. This Ordinance was passed on emergency on the consent agenda. Enactment No: 032122 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 not to exceed $500,000 for Type A funding of arterial and collector streets within the City; approving a Chapter 380 agreement in an amount not to exceed $500,000 with Lift Fund, Inc. for a small business recovery program; appropriating $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. A Council Member and Chief Financial Officer Constance Sanchez discussed the following topics: there is a general fund for economic development and loans are paid back to the City, the City will then reimburse the Type A Corporation for the amount of the re-paid loans in three years. Council Member Hernandez made a motion to approve the ordinance, seconded by Council Member Garza. This Ordinance was passed on emergency 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 Roy and Council Member Smith 8 - Absent:Council Member Molina1 - Abstained:0 Enactment No: 032123 Page 4City of Corpus Christi Printed on 6/12/2020 June 9, 2020City Council Meeting Minutes Consent - Second Reading Ordinances 5.Zoning Case No. 0320-02, Juan Romero (District 5). Ordinance rezoning property at or near 7614 Slough Road from the “FR” Farm Rural District to the “RS-6” Single-Family 6 District. Planning Commission and Staff recommend Approval. This Ordinance was passed on second reading on the consent agenda. Enactment No: 032124 6.Zoning Case No. 0320-03, Mostaghasi Investment Trust (District 1). Ordinance rezoning property at or near 14206 Leos Court from the “CN-1” Neighborhood Commercial District to the “RS-6” Single-Family 6 District. Planning Commission and Staff recommend Approval. This Ordinance was passed on second reading on the consent agenda. Enactment No: 032125 7.Ordinance authorizing the transfer of $590,000.00 from the Sanitary Sewer Collection Line Trust Fund, $310,000.00 from the Water Distribution Main Trust Fund and $375,000.00 from the Water Arterial Transmission and Grid Main Trust Fund to the Sanitary Sewer Trunk Main Trust Fund to meet the funding obligation for a Wastewater Force Main and Lift Station Construction and Reimbursement Agreement with Tamez Development approved by Council on February 18, 2020. This Ordinance was passed on second reading on the consent agenda. Enactment No: 032126 8.Ordinance abandoning and vacating a utility easement (5,469 square feet), with dimensions of 10-foot wide for approximately 108-feet and a 20-foot wide for approximately 220-feet, out of Block B-2E, in Cullen Place, located at 542 Airline Road for the construction of a new carwash business on the property. (District 4) This Ordinance was passed on second reading on the consent agenda. Enactment No: 032127 9.Ordinance authorizing the resale of 30 properties for $253,545.00 which were foreclosed upon for failure to pay ad valorem taxes, of which the City shall receive $29,268.51 plus $55,116.93 for partial payment of City paving and demolition liens. This Ordinance was passed on second reading on the consent agenda. Enactment No: 032128 Page 5City of Corpus Christi Printed on 6/12/2020 June 9, 2020City Council Meeting Minutes 10.Ordinance adding Corpus Christi Bay, Nueces Bay, and recently annexed territory to City Council Districts; and providing for an effective date. This Ordinance was passed on second reading on the consent agenda. Enactment No: 032129 11.Ordinance appropriating $3,550,000 from the Public Works reserves fund balance to the Public Works General Fund Operating Budget; amending the FY 2020 Public Works Arterial and Collector Street Preventative Maintenance Program (SPMP) Budget from $3,440,000 to $6,990,000 and approving the general work plan for FY 2020 for a total amended budget of $6,990,000; with funding available from the FY 2020 Street, Stormwater, Water and Wastewater Funds. This Ordinance was passed on second reading on the consent agenda. Enactment No: 032130 Consent - Contracts and Procurement 12.Motion authorizing a one-year service agreement, with two additional one-year option periods with Unified Service Associates in an amount not to exceed $93,143.76 and a three year total not to exceed $279,431.29, for custodial services within the Police Department, with FY 2020 in the amount of $31,047.92 available in the General Fund. Mayor McComb referred to Item 12. A Council Member, Police Management Services Director Pat Eldridge and Chief of Police Mike Markle discussed the following topics: a Council Member's concern regarding cleaning services for the gym and police officers' safety. Council Member Guajardo made a motion to approve the motion, seconded by Council Member Barrera. The 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 Roy and Council Member Smith 8 - Absent:Council Member Molina1 - Abstained:0 Enactment No: M2020-097 13.Motion authorizing supply agreements with four vendors for a two-year period with each vendor, with one additional one-year option period to provide veterinary medicines and supplies with the following vendors: Miller Veterinary Supply in an amount not to exceed $99,828.45 for Page 6City of Corpus Christi Printed on 6/12/2020 June 9, 2020City Council Meeting Minutes surgery supplies; Butler Animal Health Holding Company, LLC in an amount not to exceed $33,954.25 for anesthetics; Elanco US, Inc. in an amount not to exceed $122,921.00 for vaccinations; and, Midwest Veterinary Supply, Inc. in an amount not to exceed $112,923.92 for medical supplies, with FY 2020 funding in an amount of $46,203.45 available in the General Fund. Mayor McComb referred to Item 13. A Council Member and Animal Care Program Services Manager Joel Skidmore discussed the following topics: a Council Member's concern regarding how to authorize the purchasing of supplies; and that the contract amount is over what was previously used for the vaccines. Council Member Guajardo made a motion to approve the motion, seconded by Council Member Barrera. The 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 Roy and Council Member Smith 8 - Absent:Council Member Molina1 - Abstained:0 Enactment No: M2020-098 14.Motion authorizing a three-year service agreement with Ranger Fire Inc. in an amount not to exceed $180,750.00 for Fire Sprinkler Inspection, Testing and Maintenance Services at 11 City owned facilities, effective upon issuance of notice to proceed, with FY 2020 funding in the amount of $20,083.33 available through the Facilities Fund. This Motion was passed on the consent agenda. Enactment No: M2020-099 15.Motion authorizing a three-year license agreement with Great South Texas Corp dba Computer Solutions for the amount of $162,849.00 for the purchase of Cisco Cloud Email Security (CES) subscription license, effective upon issuance of a notice to proceed, with FY 2020 funding in the amount of $162,849.00 available through the Information Technology fund. This Motion was passed on the consent agenda. Enactment No: M2020-100 Consent - Capital Projects 16.Motion awarding a construction contract to Mako Contracting, LLC, for reconstruction of Lipes Boulevard from Yorktown Boulevard to Sun Wood Page 7City of Corpus Christi Printed on 6/12/2020 June 9, 2020City Council Meeting Minutes Drive, located in Council District 5, with new asphalt pavement and minor utility improvements in the amount of $2,023,240.09, with funding available from the Street Bond 2018 Program, and FY2020 Storm Water, Wastewater, Water and Gas Funds. This Motion was passed on the consent agenda. Enactment No: M2020-101 17.Resolution authorizing four construction contracts totaling $13,718,317.62 for the Residential Street Rebuild Program as follows: for street reconstruction with Rovan Texas LLC in an amount of $4,540,292.03, for street rehabilitation with JE Construction Service in an amount of $3,081,597.49, Haas-Anderson Construction Ltd. in an amount of $3,131,483.15, and Haas-Anderson Construction Ltd. in an amount of $2,964,944.95, located City-wide, with funding available from the Street Bond 2018 Program and FY2020 Storm Water, Wastewater, Water and Gas Funds. Mayor McComb referred to Item 17. Council Members, Director of Engineering Services Jeff Edmonds, Assistant City Attorney Janet Whitehead and Capital Improvement Program Manager Kamil Taras discussed the following topics: there were no bids received on Base Bid C; staff recommends awarding Base Bid C to JE Construction Services, LLC because 1) they submitted a competitive bid on Base Bid E and 2) the necessity of preserving the public health and safety of residents; all streets are considered health and safety concerns in dealing with public safety vehicles; the law is for all contracts over $50,000 to be bid unless there is an exception which is to preserve or protect public safety and health; a Council Member was in favor of the resolution with the exception of Base Bid C; JE Construction agreed to postpone the work and hold the pricing until January 2021; there is a benefit to giving JE Construction the bid, as well as avoiding a lawsuit; there will be new bids on some of the residential streets; a Council Member commended City Manager Zanoni for good management on this project; where does the funding come from if there are change orders and if it's not part of the contract; and Council Members have not been provided with change orders in the last year. Council Member Garza made a motion to approve the resolution, seconded by Council Member Barrera. This Resolution 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 Roy and Council Member Smith 8 - Absent:Council Member Molina1 - Abstained:0 Enactment No: 032131 General Consent Items Page 8City of Corpus Christi Printed on 6/12/2020 June 9, 2020City Council Meeting Minutes 18.Resolution authorizing the submission of a grant application in an amount of $410,973.00 to the Automobile Burglary and Theft Prevention Authority to continue the Motor Vehicle Theft Unit activities in the Police Department with a City cash match of $746,168.00 to fund three sworn officers and two civilians, an in-kind match of $63,727.00 and a program income match of $2,161.00 for a total budget of $1,223,029.00. This Resolution was passed on the consent agenda. Enactment No: 032132 19.Resolution approving FY 2020-2021 grant application for the Beach Cleaning and Maintenance Assistance Program from the Texas General Land Office for an estimated amount of $70,000 to provide beach cleaning and maintenance on North Padre Island and Mustang Island. This Resolution was passed on the consent agenda. Enactment No: 032133 20.Resolution approving participation in the Nueces County Community Action Agency programs to provide utility assistance to eligible City utility customers. This Resolution was passed on the consent agenda. Enactment No: 032134 RECESS FOR LUNCHK. The recess for lunch was held during Executive Session Item 28. PUBLIC HEARINGS: (ITEMS 21 - 23)L. 21.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. Mayor McComb referred to Item 21. Assistant Director of Development Services Mike Dice presented information on the following topics: the purpose of this item is to allow for the construction of single family homes and commercial properties along Yorktown Road; aerial overview; zoning pattern; and Planning Commission's and staff's recommendation. Council Members and Mr. Dice discussed the following topics: if the zoning is at two feet above base flood elevation, then homeowners will save money; a Council Member's concern of the condition of Yorktown Road between Flour Page 9City of Corpus Christi Printed on 6/12/2020 June 9, 2020City Council Meeting Minutes Bluff and Rodd Field Road; a Council Member's desire to extend Rodd Field Road to Oso Parkway; and a Council Member's concern about how narrow Yorktown Road is. 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 Garza. 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 Roy and Council Member Smith 8 - Absent:Council Member Molina1 - Abstained:0 22.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. Mayor McComb referred to Item 22. Assistant Director of Development Services Mike Dice presented information on the following topics: the purpose of this item is to allow for the construction of a 120 foot telecommunications tower; aerial overview; zoning pattern; and Planning Commission's and staff's recommendation. Mayor McComb opened the public hearing. There were no comments from the Council; or written testimony from the public. Mayor McComb closed the public hearing. Council Member Barrera made a motion to approve the ordinance, seconded by Council Member Guajardo. 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 Roy and Council Member Smith 8 - Absent:Council Member Molina1 - Abstained:0 23.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) Mayor McComb referred to Item 23. Assistant Director of Development Services Mike Dice presented information on the following topics: the purpose of this item is to abandon and vacate a 20-foot wide unapproved street; vicinity map; aerial overview; and staff's Page 10City of Corpus Christi Printed on 6/12/2020 June 9, 2020City Council Meeting Minutes recommendation. Council Members, Mr. Dice and City Attorney Miles Risley discussed the following topics: there is no compensation for undeveloped property; and if there will be any issues for public safety vehicles by removing this road. Mayor McComb opened the public hearing. There was no written testimony from the public. Mayor McComb closed the public hearing. Council Member Guajardo 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 Roy and Council Member Smith 8 - Absent:Council Member Molina1 - Abstained:0 REGULAR AGENDA:M. FIRST READING ORDINANCES: (ITEMS 24 - 27)N. 24.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. Mayor McComb referred to Items 24-27. In relation to Item 27, Council Members and City Manager Peter Zanoni discussed the following topics: the importance of lifeguards and keeping the beaches safe. There was no written testimony from the public. Council Member Smith made a motion to approve Items 24-27, seconded by Council Member Garza. These Ordinances were passed on first reading and approved by one vote: Aye:Mayor McComb, Council Member Barrera, Council Member Garza, Council Member Guajardo, Council Member Hernandez, Council Member Hunter, Council Member Roy and Council Member Smith 8 - Absent:Council Member Molina1 - Abstained:0 25.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 11City of Corpus Christi Printed on 6/12/2020 June 9, 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 first reading and approved by one vote (see Item 24). Aye:Mayor McComb, Council Member Barrera, Council Member Garza, Council Member Guajardo, Council Member Hernandez, Council Member Hunter, Council Member Roy and Council Member Smith 8 - Absent:Council Member Molina1 - Abstained:0 26.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 first reading and approved by one vote (see Item 24). Aye:Mayor McComb, Council Member Barrera, Council Member Garza, Council Member Guajardo, Council Member Hernandez, Council Member Hunter, Council Member Roy and Council Member Smith 8 - Absent:Council Member Molina1 - Abstained:0 27.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 first reading and approved by one vote (see Item 24). Aye:Mayor McComb, Council Member Barrera, Council Member Garza, Council Member Guajardo, Council Member Hernandez, Council Member Hunter, Council Member Roy and Council Member Smith 8 - Absent:Council Member Molina1 - Abstained:0 BRIEFINGS:O. EXECUTIVE SESSION: (ITEM 28)P. 28.Executive Session pursuant to Texas Government Code § 551.071 and Texas Disciplinary Rules of Professional Conduct Rule 1.05 to Page 12City of Corpus Christi Printed on 6/12/2020 June 9, 2020City Council Meeting Minutes consult with attorneys concerning legal issues related to sales taxes remitted by Comptroller, refund required pursuant to audit of sales tax payments, legal remedies, rights, and applicable laws, and potential litigation related thereto. Mayor McComb referred to Executive Session Item 28. The Council went into executive session at 1:24 p.m. The Council returned from executive session at 2:02 p.m. 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: a Council Member's request to get an update on the water towers; a Council Member's request to have a change order report provided on a quarterly basis; and a Council Member's request for a two-foot floor board report. ADJOURNMENTR. The meeting was adjourned at 2:09 p.m. Page 13City of Corpus Christi Printed on 6/12/2020 Duties Composition Member size Term Length Term Limit 10 3 years 6 years Name District Term Appt. date End date Appointing Authority Position Status Category Attendacne *Luis F. Buentello District 5 1 1/12/2016 4/4/2020 City Council Seeking reappointment 7/9 meetings 78% (1 excused absence) *Jon Reily District 5 1 4/11/2017 4/4/2020 City Council Seeking reappointment 6/9 meetings 67% (3 excused absences) *Robert Williams District 5 2 1/21/2014 4/4/2020 City Council 1st Vice-Chair Met the six-year service limitation *Harold Kaffie Jr.District 4 2 4/14/2014 4/4/2020 City Council Met the six-year service limitation *Donald M. Feferman District 4 2 6/13/2017 4/4/2020 City Council Not seeking reppointment as Advisory Advisory, non-voting Joseph Wise District 4 2 4/14/2015 4/4/2021 City Council Chair Active Curtis T. Clark District 5 2 2/10/2015 4/4/2021 City Council 2nd Vice-Chair Active Paul A. Cameron Jr District 4 1 1/17/2017 4/4/2021 City Council Active Karl Tomlinson District 4 2 4/5/2019 4/4/2022 City Council Active Kusumakar Sooda District 5 1 4/9/2019 4/4/2022 City Council Active Ted J. Mandel District 4 1 4/9/2019 4/4/2022 City Council Active Ten (10) members appointed by the City Council for three-year staggered terms. AIRPORT BOARD *Four (4) vacancies with terms to 4-4-23. (Staff is recommending the appointment of Robert Williams as an Advisory, non-voting member for a one-year term ending 4-4-21). The Airport Board advises the City Council concerning matters relating to the aviation interests of the City of Corpus Christi and the operation of the Corpus Christi International Airport facilities for the promotion of those interests. 6-16-2020 Name District Floyd Anderson District 4 Donald M Feferman District 4 Luis A Gaitan District 4 Randall M. Hicks District 4 Maria T Rodriguez District 2 Robert A Williams District 3 Catrina L Wilson District 1 AIRPORT BOARD Applicants Duties Composition Member size Term Length Term Limit 7 3 years 6 Name District Term Appt. date End date Appointing Authority Position Status Category Attendance *Linda A Gibeaut District 2 1 24-Jan-17 31-May-20 City Council Seeking reappointment At-Large 8/9 meetings 88% 1 excused absence *Sharon Ray District 5 1 11-Apr-17 31-May-20 City Council Seeking reappointment Animal Welfare/Shelter 6/9 meetings 66% 3 excused absences Connie B Bowen District 3 1 8-May-18 31-May-21 City Council Chair Active Animal Welfare Juliana Carlisle District 4 Partial 14-May-19 31-May-21 City Council Active At-Large Jarvis J Amaya District 2 1 16-Jul-19 31-May-22 City Council Vice-Chair Active At-Large Margaret R. Obregon District 2 1 14-May-19 31-May-22 City Council Active At-Large Deborah Shores District 5 1 14-May-19 31-May-22 City Council Active Veterinarian It shall consist of seven (7) members. Terms will be for three-years. Membership in one or more of the following categories is preferred but not required: veterinarian, local animal welfare organizations (preferably at least one of the organizations must operate an animal shelter). The remaining members shall represent the community at-large. All members shall serve until their successors are appointed and qualified and each shall be a resident of the City. The City Manager or his representative and the Animal Care Services Manager shall serve as ex-officio members of the Committee without vote. The Committee, by majority vote, shall elect its own Chairman who shall preside at all meetings of the Committee and a Vice-Chairman who shall act as president in the absence of the Chairman. The Animal Care Services Manager or his designated representative shall serve as the secretary of the Committee. The Animal Care Advisory Committee is designated as the Animal Shelter Committee required by the Health and Safety Code. ANIMAL CARE ADVISORY COMMITTEE *Two (2) vacancies with terms to 5-31-23, representing the following preferred categories: 1 - At-Large and 1 - Animal Welfare/Shelter. The Animal Care Advisory Committee advises the City Council and City Manager on all aspects of animal control including fees, staffing, ordinances, procedures and policies and facilities. The jurisdiction and actions of the Committee shall be advisory only. 6-16-2020 Name District Sammy G Davila District 3 Matthew A Garcia District 2 Joel W Hammett District 4 Marilyn K Litt District 4 Lynn A Valley District 1 ANIMAL CARE ADVISORY COMMITTEE Applicants Duties Composition Member size Term Term limit 7 2 years 6 years Name District Term Appt. date End date Appointing Authority Position Status Category Attendance *Shawn Karaca District 5 2 3/24/2015 4/4/2020 City Council Chair Seeking reappointment 7/9 meetings 78% *Burris McRee District 5 2 3/24/2015 4/4/2020 City Council Seeking reappointment 8/9 meetings 89% *Gordon Robinson District 4 1 7/16/2019 4/4/2020 City Council Seeking reappointment Alternate 4/5 meetings 80 % *David Lee Walker District 4 2 8/16/2016 4/4/2020 City Council Vice-Chair Seeking reappointment 9/9 meetings 100% *Tim Voorkamp District 5 2 3/24/2015 4/4/2020 City Council Not seeking reappointment *Michael C. York Disctrict 4 1 4/10/2018 4/4/2020 City Council Resigned *Robert Bryan Johnson District 4 1 4/10/2018 4/4/2020 City Council Exceeded the number of absences allowed by ordinance Alternate The Board of Adjustment hears appeals for interpretations of the zoning ordinance; for special exceptions authorized by the zoning ordinance, subject to safeguards to protect the public interest; and for variances where, owing to special conditions, the literal enforcement of the provisions of the zoning ordinance results in unnecessary hardship, so that the spirit of the ordinance shall be observed and substantial justice done. An appeal may be made to District Court if dissatisfied with the decision of the Board. Written notice of public hearing on each appeal is sent to the applicant and owners within 200 feet 10 days before the hearing date. Seven (7) members appointed by the City Council. The membership must include two (2) alternates; be residents of the City. Only five (5) members may vote, and four (4) must concur to grant an appeal. *Seven (7) vacancies with terms to 4-4-22, representing the following categories: 5 - Regular Members and 2 - Alternates. (Staff is recommending the realignment of Gordon Robinson from alternate to regular member. Staff is also recommending postponement of one Alternate for further recruitment). BOARD OF ADJUSTMENT 6-16-2020 Name District Ricardo D Barrera Jr District 5 Kenton Mullins District 4 BOARD OF ADJUSTMENT Applicants Duties Composition Member size Term Length Term Limit 9 3 years 6 years Name District Term Appt. date End date Appointing Authority Position Status Category Attendance *Jeffrey Pollack District 4 Partial 5/14/2019 5/1/2020 City Council Vice-Chair Seeking reappointment Bicycle Community Representative 5/5 meetings 100% *Leo Rios District 4 1 9/30/2014 5/1/2020 City Council Seeking reappointment 4/5 meetings 80% 1 excused absence *Dennis Miller District 5 2 2/11/2014 5/1/2020 City Council Resigned TRANSPORTATION ADVISORY COMMISSION *Three (3) vacancies with terms to 5-1-23, representing the following preferred categories: 1 - Bicycle Community Representative and 2 - Regular Members. (Staff is recommending postponement of one Regular Member for further recruitment). Nine (9) residents of the City appointed by the City Council for three-year terms. At least one (1) member shall be a representative of the bicycling community. The terms of three (3) members shall expire on May 1st of each year. The Commission elects a Chairman and Vice-Chairman annually at the first regular meeting following the annual appointments in May. The City Manager or designee may recommend for appointment ex-officio members. The Commission is authorized to appoint, as ex- officio members without voting privileges, any additional members. The Transportation Advisory Commission is responsible for providing a public forum for the discussion of proposed ordinances or actions relating to traffic operations and transportation planning matters; advise the City Council and City Manager or designee on traffic regulations and Chapter 53 – TRAFFIC of the Corpus Christi Municipal Code; conduct any required public hearing for the purposes of obtaining federal and state financial assistance for proposed transportation improvement projects (the substance of any comments and review by the Transportation Advisory Commission will be summarized for City Council); independently review grant applications for transportation improvement projects; promote public knowledge of traffic enforcement and understanding of City transportation issues; promote public acceptance of transportation programs that are proposed or initiated by the City and provide advice on regional transportation issues; provide recommendations on mobility, access management, and traffic safety issues for the City’s multi-modal transportation system; provide recommendations on transportation aspects of the City’s Capital Improvements Program; monitor the implementation and evaluate the City’s mobility-related master plans; submit annual reports to the Planning Commission and City Council; independently review traffic safety reports for City streets and provide recommendations for traffic safety-related improvements; research, develop, analyze, evaluate, and implement coordinated traffic safety and transportation programs which meet local needs; independently review the decisions, orders, and warrants of the City Traffic Engineer concerning installation of traffic control devices, establishment of traffic regulations and hear citizen comments concerning these matters; act on access management issues in the City’s Unified Development Code and make recommendations on traffic impact analysis as per the Unified Development Code to the Planning Commission and City Council. 6-16-2020 Name District Term Appt. date End date Appointing Authority Position Status Category Attendance Jonathan W Aman District 5 Partial 5/14/2019 5/1/2021 City Council Active Pramit Bhakta District 3 1 8/14/2018 5/1/2021 City Council Active Wilfredo Rivera Jr District 2 2 4/28/2015 5/1/2021 City Council Active Brandon W Herridge District 4 1 5/14/2019 5/1/2022 City Council Active Judy A. Telge District 4 1 5/14/2019 5/1/2022 City Council Chair Active Robert Saldana District 5 2 5/2/2019 5/1/2022 City Council Active Charles Benavidez 1 N/A N/A TAC Ex-Officio, Non-voting Active TxDot Robert MacDonald 1 N/A N/A TAC Ex-Officio, Non-voting Active CCMPO Wes Vardeman District 1 N/A N/A N/A TAC Ex-Officio, Non-voting Active CCRTA 6-16-2020 DATE: June 10, 2020 TO: Peter Zanoni, City Manager FROM: Constance P. Sanchez, Chief Financial Officer constancep@cctexas.com 361-826-3189 CAPTION: 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 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. SUMMARY: The purpose of this agenda item is three-fold. The first is an action to approve an agreement in the amount of $500,000 between the City of Corpus Christi and the Corpus Christi Business and Job Development Corporation (Type A) for funding of arterial and collector streets. The second is an action to approve a Chapter 380 agreement with the United Way of the Coastal Bend for a $500,000 non-profit recovery grant for local nonprofits impacted by the COVID-19 pandemic. The third action is to appropriate the funds and amend the budget. BACKGROUND AND FINDINGS: Due to the “stay-at-home orders” from federal, state, and local authorities resulting from the COVID-19 pandemic, most nonprofit organizations have cut budgets, reduced their workforce, canceled fundraisers, and donations have been down. This has put a tremendous strain on those organizations and has resulted in many layoffs. The national unemployment rate is at 14.7 percent or 23.9 million unemployed persons as of May 26, 2020. To help these nonprofit organizations either continue functioning or to resume operations through the state’s phased reopening, the City is proposing a program to offer grants to qualified nonprofit organizations. Nonprofit Recovery Program with the United Way of the Coastal Bend AGENDA MEMORANDUM Action Item for the City Council Meeting of June 16, 2020 This agreement with United Way of the Coastal Bend will help support nonprofit organizations experiencing financial hardships due to the COVID-19 pandemic. Nonprofit organizations eligible to apply for grants from this program will be those within the Corpus Christi city limits registered with the IRS as 501(c)3 or 501(c)6 organizations that provide health and human services, educational services or business support and job training. These organizations are essentially small businesses who are in need of help with paying operating costs. Many of them applied for federal and state assistance, but they need additional help to continue to keep employees working and their doors open. Approved applicants will receive grants up to $25,000 to pay for operational costs; including but not limited to payroll, mortgage/rent, utilities, and insurance. The United Way of the Coastal Bend has agreed to administer the program at an administrative fee of 5%. Grants must be awarded within 180-days of the executed agreement. The eligibility for this program includes the following: Grants will be awarded to agencies with a positive track record and in existence for more than three years. Eligible nonprofit organizations must have annual operating budgets of $3 million or less. Funds are intended for use toward operational expenses, working capital, cover ing expenses of debt and workforce needs. Funds are to be used only for the purposes stated in the request. Approval is based on need, location, planning, eligibility and availability of funds. Currently provide health and human services, educational s ervices, business support or job training in the Corpus Christi city limits. Nonprofit organization must remain open for at least 90 days after the award is granted ALTERNATIVES: The City Council could choose not to approve this agreement or not pass this ordinance for the recommended dollar amount and propose a different dollar amount. FISCAL IMPACT: The $500,000 will need to be appropriated and the Fiscal Year 2020 budget will need to be amended if this action is approved. Funding Detail: Fund: 1020 – General Fund Organization/Activity: 15100 – Economic Development Incentives Mission Element: 707 – Economic Development Project # (CIP Only): N/A Account: 540117– 380 Agreement – United Way of the Coastal Bend Fund: 1140 – Business and Job Development Organization/Activity: N/A Mission Element: N/A Project # (CIP Only): N/A Account: 260800 – Unreserved Fund Balance RECOMMENDATION: Staff recommends approval of the 380-agreement with the United Way of the Coastal Bend for assistance to nonprofits impacted by the COVID-19 pandemic and approval of the agreement between the City of Corpus Christi and the Type A Board for the funding of arterial and collector streets. LIST OF SUPPORTING DOCUMENTS: Ordinance Agreements- Type A Agreement Amendment; Draft 380 Agreement 1 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 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. WHEREAS, on November 5, 2002, residents of the City of Corpus Christi (“City”) passed Proposition 2, New and Expanded Business Enterprises, which authorized the adoption of a sales and use tax for the promotion and development of new and expanded businesses enterprises within the City at a rate of one-eighth of a percent for 15 years; WHEREAS, the 1/8th cent sales tax authorized by passage of Proposition 2 was subsequently enacted by the City Council and filed with the State Comptroller of Texas, effective April 1, 2003, to be administered by the Corpus Christi Business and Job Development Corporation Board (“Type A Board”); WHEREAS, on June 8, 2020 the Type A Board voted to enter into an Agreement with the City to provide $500,000 in funding to the City to repair specified arterial and collector streets in the City through the City’s Street Preventative Maintenance Program and to support the City’s plan to implement a nonprofit recovery program to assist nonprofit organizations in the City during the COVID-19 pandemic; WHEREAS, the following arterial and/or collector streets in the City are in need of repair: Cooper’s Alley from Tancahua to Shoreline Blvd and Staples Street from South Padre Island Drive to Gollihar Road and said streets are necessary for the promotion or development of new and expanded business enterprises within the City (the “Project”); WHEREAS, the Project is consistent with the purposes for which the Business and Job Development Fund was created and approved by the voters of the City, in that the use of the funds allows for the promotion or development of new and expanded business enterprises, the development of programs and facilities that assist small companies that can produce jobs of the future, and assistance to businesses for the creation of meaningful, wealth-producing jobs within the City; WHEREAS, the City will also create a nonprofit recovery fund which complies with Article III, Section 52-a of the Texas Constitution and Chapter 380 of the Texas Local Government Fund (“Chapter 380”) to support nonprofit organizations (“NGO’s”) in the city that are struggling during the COVID-19 pandemic; WHEREAS, the United Way of the Coastal Bend (“United Way”) has agreed to enter into a Chapter 380 Agreement with the City to administer a $500,000 nonprofit recovery program for the City that will aid NGO’s in the city with their mission of providing food, 2 clothing, shelter, medical assistance, education, job and skills training and other essential services to local businesses and persons in need during the COVID-19 pandemic; WHEREAS, the City recognizes the positive economic impact that the proposed Chapter 380 agreement and nonprofit recovery program will have on the City through retention of jobs, support of local businesses, stimulation of business and commercial activity in the City during the COVID-19 pandemic. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: SECTION 1. That the City Council hereby finds that the foregoing statements included in the preamble of this ordinance are true and correct and adopts such findings for all intents and purposes related to the authorization of this project. SECTION 2. That the Project as approved by the Type A Board on June 8, 2020 to expend $500,000 for Street Preventative Maintenance Program repairs to specified arterial and collector streets within the City is approved. SECTION 3. That $500,000 from the unreserved fund balance in the Fund No. 1140 Business/Job Development Fund is appropriated for the repairs to specified arterial and collector streets within the City. SECTION 4. That Ordinance No. 031870, which adopted the FY 2019-2020 Operating and Capital Budget, is amended to increase proposed expenditures in the No. 1140 Business/Job Development Fund by $500,000 for the repairs to specified arterial and collector streets within the City and transferring these funds to the 1041 Street Fund , to decrease the expenditures in the No. 1020 General Fund for the transfer to t he Street Maintenance by $500,000, and increase the expenditures in the No. 1020 General Fund by $500,000 for the Chapter 380 agreement with United Way. SECTION 5. That the City Manager or designee is authorized to execute an agreement with the Corpus Christi Business and Job Development Corporation in an amount not to exceed $500,000 for Street Preventative Maintenance Program repairs to specified arterial and collector streets within the City and to support the City with the creation of nonprofit recovery fund to support local NGO’s in the City during the COVID-19 pandemic. SECTION 6. That the City Manager or designee is authorized to execute a Chapter 380 agreement with United Way in an amount not to exceed $500,000 to provide relief to qualifying nonprofit organizations in the City. SECTION 7. That upon written request of the Mayor or five Council members, copy attached, the City Council (1) finds and declares an emergency due to the need for immediate action necessary for the efficient and effect ive administration of City affairs and (2) suspends the Charter rule that requires consideration of and voting upon ordinances at two regular meetings so that this ordinance is passed and takes effect upon first reading as an emergency measure on this the 16th day of June, 2020. 3 This ordinance takes effect upon City Council approval on this the _____ day of ___________________, 2020. ATTEST: CITY OF CORPUS CHRISTI Rebecca Huerta Joe McComb City Secretary Mayor day of , 2020 Corpus Christi, Texas PASSED AND APPROVED on this the day of , TO THE MEMBERS OF THE CITY COUNCIL Corpus Christi, Texas For the reasons set forth in the emergency clause of the foregoing ordinance, an emergency exists requiring suspension of the Charter rule as to consideration and voting upon ordinances at two regular meetings: I/we, therefore, request that you suspend said Charter rule and pass this ordinance finally on the date it is introduced or at the present meeting of the City Council. Respectfully, Respectfully, Joe McComb Mayor Council Members 4 The above ordinance was passed by the following vote: Joe McComb Roland Barrera Rudy Garza Paulette M. Guajardo Gil Hernandez Michael Hunter Ben Molina Everett Roy Greg Smith CHAPTER 380 ECONOMIC DEVELOPMENT INCENTIVE AGREEMENT BETWEEN THE CITY OF CORPUS CHRISTI, TEXAS AND THE UNITED WAY OF THE COASTAL BEND This Chapter 380 Economic Development Incentive Agreement (“Agreement”) is entered into between the City of Corpus Christi, Texas, a home-rule municipality (“City”) and The United Way of the Coastal Bend, a Texas nonprofit corporation (“Nonprofit”). WHEREAS, the novel coronavirus, known as COVID-19, has created a global pandemic which has impacted Corpus Christi and surrounding areas and has led to the closing or minimization of many local businesses and non-profit organizations in the City and the accompanying loss of jobs and income of workers associated with these businesses and non- profit organizations; and WHEREAS, the local non-profit organizations (“NGO’s”) are part of the backbone of support in the City and surrounding area to support persons who have lost jobs, income, food, housing, medical services and other essential services during the Covid -19 pandemic; and WHEREAS, the City has established a program in accordance with Article III, Section 52 -a of the Texas Constitution and Chapter 380 of the Texas Local Government Code ("Chapter 380") under which the City has the authority to make grants of public funds for a public purpose, including but not limited to: promoting the local economy, creating and retaining jobs in the community, stimulating business and commercial activity in the community and fulfilling any public purpose that will benefit the residents of the City; WHEREAS, the Nonprofit has proposed to administer a $500,000 grant program for the City whereby the Nonprofit will receive and process requests for grants from local NGO’s who are in need of assistance to continue their mission of providing food, clothing, housing, medical, educational, skills training, childcare or other essential services to the residents of Corpus Christi during the Covid-19 pandemic (the “Program”); and WHEREAS, the Corpus Christi City Council has adopted Ordinance No.___________, authorizing the City to enter into this Agreement with the United Way of the Coastal Bend in the amount of $500,000 to administer the Program for the City for the purposes stated in the Agreement; WHEREAS, the City has concluded and hereby finds that this Agreement promotes a public purpose of serving the residents of Corpus Christi during the Covid-19 pandemic and, as such, meets the requirements under Article III, Sec. 52-a of the Texas Constitution and Chapter 380 Texas Local Govt.; and WHEREAS, to ensure that the benefits the City provides under this Agreement are utilized in a manner consistent with Article III, Section 52-a of the Texas Constitution, Chapter 380 of the Texas Local Government Code and other law, the Nonprofit has agreed to comply with certain terms and conditions regarding the disbursement of the grant funds to local NGOs; and NOW, THEREFORE, in consideration of the mutual benefits described in this Agreement, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, City and Nonprofit agree as follows: 1. The recitals to this Agreement are hereby incorporated for all purposes. 2. Effective Date. The effective date of this Agreement (“Effective Date”) is the latest date that either party executes this Agreement, or the date this Agreement has been finally approved by the Corpus Christi City Council. Nonprofit understands that this Agreement is dependent upon the approval of the Corpus Christ City Council. 3. Term. The term of this Agreement is fo r One Hundred and Eighty (180) days beginning on the Effective Date. 4. Performance Requirements. a. Nonprofit agrees to use the $500,000 to be provided by the City pursuant to this 380 Agreement to provide grants to NGO’s located in Corpus Christi, Texas in accordance with Nonprofit’s proposal, which is attached hereto as Exhibit A and incorporated by reference as if laid out herein in its entirety. The City will disburse funds to Nonprofit in stages as City receives properly supported invoices from the Nonprofit. b. Nonprofit agrees to provide the City with a sworn certificate by an authorized representative of the Nonprofit, certifying the amount used. c. For every $20,000 in grant funding that Nonprofit provides to an NGO in Corpus Christi, Nonprofit shall ensure that the funds are being used by the NGO for a public purpose which complies with terms of this Agreement, Article III, Sec. 52-a of the Texas Constitution and Chapter 380 of the Texas Local Government Code. d. The City may audit Nonprofit’s records to determine their compliance with the terms of this Agreement. Nonprofit, during normal business hours shall allow City reasonable access to its records and books and all other relevant records related to each of the economic development considerations and incentives and performance requirements, as stated in this Agreement. 5. City’s Responsibility. The City will make funding available to Nonprofit to carry out the NGO funding and administrative fees in an amount no greater than $500,000 pursuant to the terms and conditions of this Agreement. Any funds not expended by Nonprofit within One Hundred and Eighty (180) days of the effective date of this Agreement shall no longer be available under this Agreement and shall not be an obligation of the City. All unused funds shall be returned to the City upon termination of this Agreement. 6. Warranties. Nonprofit warrants and represents to City the following: a. Nonprofit is a non-profit corporation duly organized, validly existing, and in good standing under the laws of the State of Texas and has all power and authority to carry on its business as presently conducted in Corpus Christi, Texas. b. Nonprofit has the authority to enter into and perform, and will perform, the terms of this Agreement to the best of its ability. c. Nonprofit has timely filed and will timely file all local, State, and Federal tax reports and returns required by laws to be filed and all taxes, assessments, fees, and other governmental charges, including applicable ad valorem taxes, have been timely paid, and will be timely paid, during the term of this Agreement. d. Nonprofit acknowledges that the funds transferred under this Agreement must be utilized solely for purposes authorized under State law and by the terms of this Agreement. e. The person executing this Agreement on behalf of Nonprofit is duly authorized to execute this Agreement on behalf of Nonprofit. f. Nonprofit does not and agrees that it will not knowingly employ an undocumented worker. If, after receiving payments under this Agreement, Nonprofit is convicted of a violation under 8 U.S.C. Section 1324a(f), Nonprofit shall repay any unspent payments received under this Agreement to the City, with interest at the Wall Street Journal Prime Rate, not later than the 120th day after the date Nonprofit has been notified of the violation. The Company shall further repay to the City its outstanding customer loan fund receipts dispersed under this Agreement (less any loan losses), not later than 60 days after receipt. 7. Compliance with Laws. During the Term of this Agreement, Nonprofit shall observe and obey all applicable laws, ordinances, regulations, and rules of the Federal, State, county, and city governments. 8. Non-Discrimination. Nonprofit covenants and agrees that Nonprofit will not discriminate nor permit discrimination against any person or group of persons, with regard to employment and the provision of services at, on, or in the Project, on the grounds of race, religion, national origin, marital status, sex, age, disability, or in any manner p rohibited by the laws of the United States or the State of Texas. 9. Force Majeure. If the City or Nonprofit are prevented, wholly or in part, from fulfilling its obligations under this Agreement by reason of any act of God, unavoidable accident, acts of enemies, fires, floods, governmental restraint or regulation, other causes of force majeure, or by reason of circumstances beyond its control, then the obligations of the City or Nonprofit are temporarily suspended during continuation of the force majeure. If either party’s obligation is affected by any of the causes of force majeure, the party affected shall promptly notify the other party in writing, giving full particulars of the force majeure as soon as possible after the occurrence of the cause or causes relied upon. 10. Assignment. Nonprofit may not assign all or any part of its rights, privileges, or duties under this Agreement without the prior written approval of the City. Such approval will not be unreasonably denied. Any attempted assignment without approval is void and constitutes a breach of this Agreement. 11. Indemnity. Nonprofit covenants to fully indemnify, save, and hold harmless the City, and its officers, employees, and agents (“Indemnitees”) against all liability, damage, loss, claims demands, and actions of any kind on account of personal injuries (including, without limiting the foregoing, workers’ compensation and death claims), or property loss or damage of any kind, which arise out of, or are claimed to arise out of Nonprofit’s activities conducted under or incidental to this Agreement. Nonprofit must, at its own expense, investigate all those claims and demands, attend to their settlement or other disposition, defend all actions based on those claims and demands with counsel satisfactory to Indemnitees, which choice of counsel shall not be unreasonably denied, and pay all charges of attorneys and all other costs and expenses of any kind arising from the liability, damage, loss, claims, demands, or actions. The requirements of this provision will survive the expiration or earlier termination of the Agreement. 12. Events of Default by Nonprofit. The following events constitute a default of this Agreement by Nonprofit: a. The City determines that any representation or warranty on behalf of Nonprofit contained in this Agreement or in any financial statement, certificate, report, or opinion submitted to the City in connection with this Agreement was incorrect or misleading in any material respect when made. b. Any judgment is assessed against Nonprofit or any attachment or other levy against the property of Nonprofit with respect to a claim under this agreement remains unpaid, undischarged, or not dismissed for a period of 120 days. c. Nonprofit makes an assignment of funds received under this agreement for the benefit of creditors. d. Nonprofit files a petition in bankruptcy or is adjudicated insolvent or bankrupt. e. If taxes owed by Nonprofit become delinquent, and Nonprofit fails to timely and properly follow the legal procedures for protest or contest. f. Nonprofit changes the general character of business as conducted as of the date this Agreement is approved by the City. g. Nonprofit fails to comply with one or more terms of this Agreement. 13. Notice of Default. Should the City determine that Nonprofit is in default according to the terms of this Agreement, the City shall notify Nonprofit in writing of the event of default and provide 60 days from the date of the notice (“Cure Period”) for Nonprofit to cure the event of default. 14. Results of Uncured Default by Nonprofit. After exhausting good faith attempts to address any default during the Cure Period and taking into account any extenuating circumstances that might have occurred through no fault of Nonprofit, as determined by the City Manager, the following actions may be taken for any default that remains uncured after the Cure Period. a. Nonprofit shall immediately repay all unexpended funds paid by City to it under this Agreement. The Company shall further repay to the City its outstanding customer loan fund receipts dispersed under this Agreement (less any loan losses), not later than 60 days after receipt. b. Nonprofit shall pay City’s reasonable attorney fees and costs of court to collect amounts due to City if not immediately repaid upon demand from the City. c. Upon payment by Nonprofit of all sums due, the City and Nonprofit shall have no further obligations to one another under this Agreement. 15. No Waiver. a. No waiver of any covenant or condition, or the breach of any covenant or condition of this Agreement, constitutes a waiver of any subsequent breach of the covenant or condition of the Agreement. b. No waiver of any covenant or condition, or the breach of any covenant or condition of this Agreement, justifies or authorizes the nonobservance on any other occasion of the covenant or condition or any other covenant or condition of this Agreement. c. Any waiver or indulgence of Nonprofit’s default may not be considered an estoppel against the City. d. It is expressly understood that if at any time Nonprofit is in default in any of its conditions or covenants of this Agreement, the failure on the part of the City to promptly avail itself of the rights and remedies that the City may have, will not be considered a waiver on the part of the City, but City may at any time avail itself of the rights or remedies or elect to terminate this Agreement on account of the default. 16. Nonprofit specifically agrees that City shall only be liable to Nonprofit for the actual amount of the money to be conveyed to Nonprofit, and shall not be liable to Nonprofit for any actual or consequential damages, direct or indirect, interest, attorney fees, or cost of court for any act of default by City under the terms of this Agreement. Payment by City is strictly limited to those funds so allocated, budgeted, and collected solely during the term of this Agreement. 17. The parties mutually agree and understand that funding under this Agreement is subject to annual appropriations by the City Council; that each fiscal year’s funding must be included in the budget for that year; and the funding is not effective until approved by the City Council. 18. Notices. a. Any required written notices shall be sent mailed, certified mail, postage prepaid, addressed as follows: Nonprofit: United Way of the Coastal Bend 4659 Everhart Road Corpus Christi, Texas 78411 Attn: Libby Averyt, President City: City of Corpus Christi Attn.: City Manager P.O. Box 9277 Corpus Christi, Texas 78469-9277 b. A copy of all notices and correspondence must be sent the City at the following address: City of Corpus Christi Attn.: City Attorney P.O. Box 9277 Corpus Christi, Texas 78469-9277 c. Notice is effective upon deposit in the United States mail in the manner provided above. 19. Amendments or Modifications. No amendments or modifications to this Agreement may be made, nor any provision waived, unless in writing signed by a person duly authorized to sign Agreements on behalf of each party. 20. Relationship of Parties. In performing this Agreement, both the City and Nonprofit will 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. 21. Captions. The captions in this Agreement are for convenience only and are not a part of this Agreement. The captions do not in any way limit or amplify the terms and provisions of this Agreement. 22. Severability. a. If for any reason, any section, paragraph, subdivision, clause, provision, phrase or word of this Agreement or the application of this Agreement to any person or circumstance is, to any extent, held illegal, invalid, or unenforceable under present or future law or by a final judgment of a court of competent jurisdiction, then the remainder of this Agreement, or the application of the term or provision to persons or circumstances other than those as to which it is held illegal, invalid, or unenforceable, will not be affected by the law or judgment, for it is the definite intent of the parties to this Agreement that every section, paragraph, subdivision, clause, provision, phrase, or word of this Agreement be given full force and effect for its purpose. b. To the extent that any clause or provision is held illegal, invalid, or unenforceable under present or future law effective during the term of thi s Agreement, then the remainder of this Agreement is not affected by the law, and in lieu of any illegal, invalid, or unenforceable clause or provision, a clause or provision, as similar in terms to the illegal, invalid, or unenforceable clause or provision as may be possible and be legal, valid, and enforceable, will be added to this Agreement automatically. 23. Venue and Law. Venue for any legal action related to this Agreement is in Nueces County, Texas. This Agreement is subject to all legal requirem ents in City Charter and Code of Ordinances of City of Corpus Christi, Texas and all other applicable County, State and Federal laws, and Nonprofit agrees that it will promptly comply with all such applicable laws, regulations, orders and rules of the Sta te, City and other applicable governmental agencies. This Agreement shall be governed by and construed in accordance with the laws and court decisions of the State of Texas without regard, however, to the conflicts of law’s provisions of Texas law. 24. Sole Agreement. This Agreement constitutes the sole Agreement between City and Nonprofit. Any prior Agreements, promises, negotiations, or representations, verbal or otherwise, not expressly stated in this Agreement, are of no force and effect. 25. Survival of terms of Agreement and obligations of parties. The terms of this Agreement and the obligation of the parties relating to Section 14 shall survive the termination of this Agreement. 26. Public Information Act Requirements. The requirements of Subchapter J, Chapter 552, Government Code, may apply to this contract and the Nonprofit agrees that the contract can be terminated if the Nonprofit knowingly or intentionally fails to comply with a requirement of that subchapter. 27. Certificate of Interested Parties. Nonprofit 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. City of Corpus Christi By: _______________________________ Peter Zanoni City Manager Date: ______________________________ Attest: By: ______________________________ Rebecca Huerta City Secretary APPROVED AS TO LEGAL FORM: _____________________________ Assistant City Attorney Date United Way of the Coastal Bend By: ______________________________ Libby Averyt President and CEO Date: ______________________________ THE STATE OF TEXAS § COUNTY OF NUECES § This instrument was acknowledged before me on ___________________, 2020, by Libby Averyt, President and Chief Executive Officer for United Way of the Coastal Bend, a Texas non-profit corporation, on behalf of the corporation. _____________________________ Notary Public, State of Texas Exhibit A UWCB - City of Corpus Christi Nonprofit Recovery Fund Guidelines Nonprofit Recovery Fund: The City of Corpus Christi is proposing establishment of a Nonprofit Recovery Fund for nonprofits located and providing services in Corpus Christi, which have been impacted by the COVID19 pandemic. Through a redirection of $500,000 in the Corpus Christi Business and Job Development Fund for economic development, resources are made available for this grant program. The City will contract with United Way of the Coastal Bend to administer the grants. United Way of the Coastal Bend is a local 501(c)3 organization established more than 80 years ago and has longstanding and comprehensive knowledge of the nonprofit community. Nonprofit organizations eligible to apply for grants from the Nonprofit Recovery Fund will be those within the Corpus Christi city limits registered with the IRS as 501(c)3 or 501(c)6 organizations that provide health and human services, educational services or business support and job training. Eligible organizations must have an annual operating budget of not more than $3 million and also meet other eligibility requirements. The grants are intended to help those agencies that have suffered significant financial losses due to the economic shutdown. How it works: Agency representatives must apply online at www.uwcb.org to begin the application process and are subject to organizational review and financial assessment. Grants will range in value up to $25,000 and will be approved based on factors such as need, location, planning, eligibility and availability of funds. Grant funds may be used for operational expenses, working capital, expenses of debt and workplace needs. Once an application is approved, agencies will be required to submit monthly reporting detailing how the funds were used. Any agency which receives grant funds from United Way must stay in operation and provide timely and complete reports to United Way of the Coastal Bend for a period of no less than three (3) months or they will be deemed in default of the program and the agency must return all funds received back to United Way within thirty (30) days’ notice from the United Way. Eligibility: Grants will be awarded to agencies with a positive track record and in existence for more than three years. Eligible nonprofit organizations must have annual operating budgets of $3 million or less. Funds are intended for use toward operational expenses, working capital, covering expenses of debt and workforce needs. Funds are to be used only for the purposes stated in the request. Approval is based on need, location, planning, eligibility and availability of funds. Currently provide health and human services, educational services, business support or job training in the Corpus Christi city limits. Required documents: Evidence of 501(c)3 or 501(c)6 status. Most current audit for organizations with annual revenue more than $750,000; financial review for organizations between $100,000 to $749,999 annual revenue; and board- certified financials for organizations with less than $100,000 in annual revenue. Most recent 990. Provide specific data on a regular basis, as determined by United Way of the Coastal Bend. Summary of grant program cost: Grant Fund -- $500,000 Grant Fund Administration -- 5% to be paid from grant fund Total Grant Fund Program – $500,000 DATE: June 10, 2020 TO: Peter Zanoni, City Manager FROM: Constance P. Sanchez, Chief Financial Officer constancep@cctexas.com 361-826-3189 CAPTION: 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. PURPOSE: The purpose of this agenda item is three-fold. The first is an action to approve an agreement in the amount of $500,000 between the City of Corpus Christi and the Corpus Christi Business and Job Development Corporation (Type A) for funding of arterial and collector streets. The second is an action to approve a Chapter 380 agreement with the United Chamber of Commerce for a $500,000 utility assistance program for small businesses. The third action is to appropriate the funds and amend the budgets. BACKGROUND AND FINDINGS: Due to the “stay-at-home orders” from federal, state and local authorities resulting from the COVID-19 pandemic, most small businesses have had to reduce staff, hours of operation or have closed completely. This has put a tremendous strain on those businesses and has resulted in many layoffs. Currently, the national unemployment rate is at 14.7 percent or 23.9 million unemployed persons as of May 26, 2020. In an effort to help these small businesses to either continue functioning or to ensure that they can reopen, they need assistance to get through this downturn. Utility Assistance Program Agreement with United Chamber of Commerce AGENDA MEMORANDUM Action Item for the City Council Meeting of June 16, 2020 This agreement with the United Chamber of Commerce will help support small businesses experiencing significant financial hardships due to COVID -19 by providing a one-time $500 utility credit to a qualified small business’ city utility bill. In addition, the Port of Corpus Christi is considering contributing $250,000 to this program to assist small businesses in the region (i.e. Corpus Christi, Nueces County, and San Patricio County) for working capital in a cash amount of $500 per small business. The Port Commission will consider this program at their June 16, 2020 Port Commission meeting. The United Corpus Christi Chamber of Commerce has agreed to administer the program at an administrative fee of 5%. Grants must be awarded within 180-days of the executed agreement. The eligibility for this program includes the following: Must employ between 3-20 full-time or part-time employees (or equivalent) at all business locations in Corpus Christi Must have been in business at least 12 months Annual gross revenues of not more than $1,000,000 from all business activities at all business locations in Corpus Christi Must be located in Corpus Christi, Nueces County, or San Patricio County Demonstrate a loss of at least 25% of revenue in the period beginning March 1, 2020 to present when compared to the same period in 2019. Businesses will be required to remain open for at least 90 days after the award is granted ALTERNATIVES: The City Council could choose not to approve this agreement or not pass this ordinance for the recommended dollar amount and propose a different dollar amount. FISCAL IMPACT: The additional $500,000 will need to be appropriated and the Fiscal Year 2020 budget will need to be amended if this action is approved. Funding Detail: Fund: 1020 – General Fund Organization/Activity: 15100 – Economic Development Incentives Mission Element: 707 – Economic Development Project # (CIP Only): N/A Account: 540118– 380 Agreement – United Chamber of Commerce Fund: 1140 – Business and Job Development Organization/Activity: N/A Mission Element: N/A Project # (CIP Only): N/A Account: 260800 – Unreserved Fund Balance RECOMMENDATION: Staff recommends approval of the 380-agreement with the United Corpus Christi Chamber of Commerce for a utility assistance program for small businesses impacted by COVID-19 and approval of the agreement between the City of Corpus Christi and the Type A Board for the funding of arterial and collector streets. LIST OF SUPPORTING DOCUMENTS: Ordinance Agreements- Type A Agreement and Draft 380 Agreement 1 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 WHEREAS, on November 5, 2002, residents of the City of Corpus Christi (“City”) passed Proposition 2, New and Expanded Business Enterprises, which authorized the adoption of a sales and use tax for the promotion and development of new and expanded businesses enterprises within the City at a rate of one-eighth of a percent for 15 years; WHEREAS, the 1/8th cent sales tax authorized by passage of Proposition 2 was subsequently enacted by the City Council and filed with the State Comptroller of Texas, effective April 1, 2003, to be administered by the Corpus Christi Business and Job Development Corporation Board (“Type A Board”); WHEREAS, the Type A Board has determined that it is in the best interest of the citizens of Corpus Christi, Texas that economic development funds be used to fund repairs to specified arterial and collector streets through the City’s Street Preventative Maintenance Program and to support the City’s creation of a utility assistance program to assist local commercial businesses during the COVID-19 pandemic; WHEREAS, the following arterial and/or collector streets in the City are in need of repair: Cooper’s Alley from Tancahua to Shoreline Blvd and Staples Street from South Padre Island Drive to Gollihar Road and said streets are necessary for the promotion and development of new and expanded business enterprises within the City (the “Project”); WHEREAS, the Project is consistent with the purposes for which the Business and Job Development Fund was created and approved by the voters of the City, in that the use of the funds allows for the promotion or development of new and expanded business enterprises, the development of programs and facilities that assist small companies that can produce jobs of the future, and assistance to businesses for the creation of meaningful, wealth-producing jobs within the City; WHEREAS, the City will also create a utility assistance fund in accordance with Article III, Section 52-a of the Texas Constitution and Chapter 380 of the Texas Local Government Code ("Chapter 380") for qualifying commercial businesses in the city to apply for a one-time grant in the amount of $500 to be applied toward the business ’ utility account with the City during the COVID-19 pandemic; WHEREAS, the United Corpus Christi Chamber of Commerce (“Chamber”) has 2 agreed to enter into a Chapter 380 Agreement with the City to administer the $500,000 utility assistance program for qualifying commercial businesses in the City during the COVID-19 pandemic for a 5% administrative fee which will be paid by the City from the $500,000 utility assistance program fund; WHEREAS, the City recognizes the positive economic impact that the proposed Chapter 380 agreement and utility assistance program will have on the City through retention of jobs, support of local businesses, stimulation of business and commercial activity in the City during the Covid-19 pandemic and recovery. NOW, THEREFORE, BE IT ORDAINED 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 ordinance are true and correct and adopts such findings for all intents and purposes related to the authorization of this project. SECTION 2. That the project, as approved by the Type A Board on June 8, 2020, to expend $500,000 for Street Preventative Maintenance Program repairs to specified arterial and collector streets within the City is approved. SECTION 3. That $500,000 from the unreserved fund balance in the Fund No. 1140 Business/Job Development Fund is appropriated for the repairs to specified arterial and collector streets within the City. SECTION 4. That Ordinance No. 031870, which adopted the FY 2019-2020 Operating and Capital Budget, is amended to increase proposed expenditures in the No. 1140 Business/Job Development Fund by $500,000 for the repairs to specified arterial and collector streets within the City and transferring these funds to the 1041 Street Fund , to decrease the expenditures in the No. 1020 General Fund for the transfer to the Street Maintenance by $500,000, and to increase the expenditures in the No. 1020 General Fund by $500,000 for the Chapter 380 agreement with the Chamber. SECTION 5. That the City Manager or designee is authorized to execute an agreement with the Corpus Christi Business and Job Development Corporation in an amount not to exceed $500,000 for Street Preventative Maintenance Program repairs to specified arterial and collector streets within the City and for the creation of a utility assistance program for qualifying commercial businesses in the City to support local businesses during the COVID-19 pandemic. SECTION 6. That the City Manager or designee is authorized to execute a Chapter 380 agreement with the Chamber in an amount not to exceed $500,000 to administer a utility assistance program for qualifying commercial businesses in the City during the COVID- 19 pandemic. SECTION 7. That upon written request of the Mayor or five Council members, copy attached, the City Council (1) finds and declares an emergency due to the need for 3 immediate action necessary for the efficient and effective administration of C ity affairs and (2) suspends the Charter rule that requires consideration of and voting upon ordinances at two regular meetings so that this ordinance is passed and takes effect upon first reading as an emergency measure on this the 16th day of Junel, 2020. This ordinance takes effect upon City Council approval on this the _____ day of ___________________, 2020. ATTEST: CITY OF CORPUS CHRISTI Rebecca Huerta Joe McComb City Secretary Mayor day of , 2020 Corpus Christi, Texas PASSED AND APPROVED on this the day of , TO THE MEMBERS OF THE CITY COUNCIL Corpus Christi, Texas For the reasons set forth in the emergency clause of the foregoing ordinance, an emergency exists requiring suspension of the Charter rule as to consideration and voting upon ordinances at two regular meetings: I/we, therefore, request that you suspend said Charter rule and pass this ordinance finally on the date it is introduced or at the present meeting of the City Council. Respectfully, Respectfully, Joe McComb Mayor Council Members 4 The above ordinance was passed by the following vote: Joe McComb Roland Barrera Rudy Garza Paulette M. Guajardo Gil Hernandez Michael Hunter Ben Molina Everett Roy Greg Smith 1 CHAPTER 380 ECONOMIC DEVELOPMENT INCENTIVE AGREEMENT BETWEEN THE CITY OF CORPUS CHRISTI, TEXAS AND THE UNITED CORPUS CHRISTI CHAMBER OF COMMERCE This Chapter 380 Economic Development Incentive Agreement (“Agreement”) is entered into between the City of Corpus Christi, Texas, a home-rule municipality (“City”) and The United Corpus Christi Chamber of Commerce, a Texas nonprofit corporation (“Chamber”). WHEREAS, the novel coronavirus, known as COVID-19, has created a global pandemic which has led to the shuttering of many businesses in the city, which in turn has led to job loss, lost income, loss of health insurance or medical benefits, housing and food insecurity and other challenges in the community; WHEREAS, the City has established a program in accordance with Article III, Section 52 -a of the Texas Constitution and Chapter 380 of the Texas Local Government Code ("Chapter 380") under which the City has the authority to make grants of public funds for the purposes of promoting local economic development and stimulating business and commercial activity within the City; WHERAS, one way that the City can support struggling local businesses during the Covid-19 pandemic is to develop a utility assistance program which would offer a one-time credit to the utility account of qualifying commercial businesses who maintain a water/wastewater utility account with the City; WHEREAS, the Chamber has offered to administer the utility assistance program for the City in return for a small administrative fee; WHEREAS, the Corpus Christi City Council has adopted Ordinance No.___________, authorizing the City to enter into this Agreement with the Chamber for an amount not to exceed $500,000 in recognition of, conditioned upon and derived from the positive economic benefits that will accrue to City through the Chamber's administration of the utility assistance program providing relief to local businesses and stimulating business development and commercial activity in the city; WHEREAS, to ensure that the benefits the City provides under this Agreement are utilized in a manner consistent with Article III, Section 52 -a of the Texas Constitution, Chapter 380 of the Texas Local Government Code and other law, the Chamber has agreed to comply with certain conditions to the payment of those benefits; and NOW, THEREFORE, in consideration of the mutual benefits described in this Agreement, and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, City and Chamber agree as follows: 1. The recitals to this Agreement are hereby incorporated for all purposes. 2. Effective Date. The effective date of this Agreement (“Effective Date”) is the latest date that either party executes this Agreement, or the date this Agreement has been finally approved by the Corpus Christi City Council. Chamber understands that this Agreement is dependent upon the approval of the Corpus Christ City Council. 2 3. Term. The term of this Agreement is for One Hundred and Eighty (180) days beginning on the Effective Date. 4. Performance Requirements. a. Chamber agrees to use the funds to be provided by the City pursuant to this Agreement to administer a utility assistance program for qualifying commercial businesses in the City in accordance with this Agreement and Chamber’s proposal, which is attached hereto as Exhibit A and incorporated by reference as if laid out herein in its entirety. b. Chamber agrees to provide the City with a sworn certificate by an authorized representative of the Chamber, certifying all amounts received from City and all funds distributed to qualifying commercial businesses in the city pursuant to this Agreement. c. For every utility assistance grant issued to a qualifying commercial business in the city, Chamber shall ensure that the commercial business keeps their business open in the City for at least ninety (90) days following the distribution of the utility assistance grant. d. The City may audit Chamber’s records to determine their compliance with the terms of this Agreement. Chamber, during normal business hours shall allow City reasonable access to its records and books and all other relevant records related to each of the economic development considerations and incentives and performance requirements, as stated in this Agreement. 5. City’s Responsibility. The City will credit the commercial business utility account $500 upon written notification and documentation from Chamber verifying that one qualifying local commercial business is associated with one City utility account. A qualifying local commercial business shall be eligible for no more than one $500 utility assistance grant. The City’s utility assistance program will continue until City reaches the maximum funding available under this utility assistance program of $475,000 or termination of the Agreement. The remaining $25,000 will be paid to the Chamber as an administrative fee within thirty (30) days following City’s receipt of invoice and proper documentation. Any funds not expended by Chamber within 180 days of the effective date of this Agreement shall no longer be available under this Agreement and shall not be an obligation of the City. 6. Warranties. Chamber warrants and represents to City the following: a. Chamber is a non-profit corporation duly organized, validly existing, and in good standing under the laws of the State of Texas and has all power and authority to carry on its business as presently conducted in Corpus Christi, Texas. b. Chamber has the authority to enter into and perform, and will perform, the terms of this Agreement to the best of its ability. c. Chamber has timely filed and will timely file all local, State, and Federal tax reports and returns required by laws to be filed and all taxes, assessments, fees, and other governmental charges, including applicable ad valorem taxes, have been timely paid, and will be timely paid, during the term of this Agreement. 3 d. Chamber acknowledges that the funds transferred under this Agreement must be utilized solely for purposes authorized under State law and by the terms of this Agreement. e. The person executing this Agreement on behalf of Chamber is duly authorized to execute this Agreement on behalf of Chamber. f. Chamber does not and agrees that it will not knowingly employ an undocumented worker. If, after receiving payments under this Agreement, Chamber is convicted of a violation under 8 U.S.C. Section 1324a(f), Chamber shall repay any unspent payments received under this Agreement to the City, with interest at the Wall Street Journal Prime Rate, not later than the 120th day after the date Chamber has been notified of the violation. The Company shall further repay to the City its outstanding customer loan fund receipts dispersed under this Agreement (less any loan losses), not later than 60 days after receipt. 7. Compliance with Laws. During the Term of this Agreement, Chamber shall observe and obey all applicable laws, ordinances, regulations, and rules of the Federal, State, county, and city governments. 8. Non-Discrimination. Chamber covenants and agrees that Chamber will not discriminate nor permit discrimination against any person or group of persons, with regard to employment and the provision of services at, on, or in the Project, on the grounds of race, religion, national origin, marital status, sex, age, disability, or in any manner prohibited by the laws of the United States or the State of Texas. 9. Force Majeure. If the City or Chamber are prevented, wholly or in part, from fulfilling its obligations under this Agreement by reason of any act of God, unavoidable accident, acts of enemies, fires, floods, governmental restraint or regulation, other causes of force majeure, or by reason of circumstances beyond its control, then the obligations of the City or Chamber are temporarily suspended during continuation of the force majeure. If either party’s obligation is affected by any of the causes of force majeure, the party affected shall prom ptly notify the other party in writing, giving full particulars of the force majeure as soon as possible after the occurrence of the cause or causes relied upon. 10. Assignment. Chamber may not assign all or any part of its rights, privileges, or duties under this Agreement without the prior written approval of the City. Such approval will not be unreasonably denied. Any attempted assignment without approval is void and constitutes a breach of this Agreement. 11. Indemnity. Chamber covenants to fully indemnify, save, and hold harmless the City, and its officers, employees, and agents (“Indemnitees”) against all liability, damage, loss, claims demands, and actions of any kind on account of personal injuries (including, without limiting the foregoing, workers’ compensation and death claims), or property loss or damage of any kind, which arise out of, or are claimed to arise out of Chamber’s activities conducted under or incidental to this Agreement. Chamber 4 must, at its own expense, investigate all those claims and demands, attend to their settlement or other disposition, defend all actions based on those claims and demands with counsel satisfactory to Indemnitees, which choice of counsel shall not be unreasonably denied, and pay all charges of attorneys and all other costs and expenses of any kind arising from the liability, damage, loss, claims, demands, or actions. The requirements of this provision will survive the expiration or earlier termination of the Agreement. 12. Events of Default by Chamber. The following events constitute a default of this Agreement by Chamber: a. The City determines that any representation or warranty on behalf of Chamber contained in this Agreement or in any financial statement, certificate, report, or opinion submitted to the City in connection with this Agreement was incorrect or misleading in any material respect when made. b. Any judgment is assessed against Chamber or any attachment or other levy against the property of Chamber with respect to a claim under this agreement remains unpaid, undischarged, or not dismissed for a period of 120 days. c. Chamber makes an assignment of funds received under this agreement for the benefit of creditors. d. Chamber files a petition in bankruptcy or is adjudicated insolvent or bankrupt. e. If taxes owed by Chamber become delinquent, and Chamber fails to timely and properly follow the legal procedures for protest or contest. f. Chamber changes the general character of business as conducted as of the date this Agreement is approved by the City. g. Chamber fails to comply with one or more terms of this Agreement. 13. Notice of Default. Should the City determine that Chamber is in default according to the terms of this Agreement, the City shall notify Chamber in writing of the event of default and provide 60 days from the date of the notice (“Cure Period”) for Chamber to cure the event of default. 14. Results of Uncured Default by Chamber. After exhausting good faith attempts to address any default during the Cure Period and taking into account any extenuating circumstances that might have occurred through no fault of Chamber, as determined by the City Manager, the following actions may be taken for any default that remains uncured after the Cure Period. a. Chamber shall immediately repay all unexpended funds paid by City to it under this Agreement. The Company shall further repay to the City its outstanding customer loan fund receipts dispersed under this Agreement (less any loan losses), not later than 60 days after receipt. 5 b. Chamber shall pay City’s reasonable attorney fees and costs of court to collect amounts due to City if not immediately repaid upon demand from the City. c. Upon payment by Chamber of all sums due, the City and Chamber shall have no further obligations to one another under this Agreement. 15. No Waiver. a. No waiver of any covenant or condition, or the breach of any covenant or condition of this Agreement, constitutes a waiver of any subsequent breach of the covenant or condition of the Agreement. b. No waiver of any covenant or condition, or the breach of any covenant or condition of this Agreement, justifies or authorizes the nonobservance on any other occasion of the covenant or condition or any other covenant or condition of this Agreement. c. Any waiver or indulgence of Chamber’s default may not be considered an estoppel against the City. d. It is expressly understood that if at any time Chamber is in default in any of its conditions or covenants of this Agreement, the failure on the part of the City to promptly avail itself of the rights and remedies that the City may have, will not be considered a waiver on the part of the City, but City may at any time avail itself of the rights or remedies or elect to terminate this Agreement on account of the default. 16. Chamber specifically agrees that City shall only be liable to Chamber for the actual amount of the money to be conveyed to Chamber, and shall not be liable to Chamber for any actual or consequential damages, direct or indirect, interest, attorney fees, or cost of court for any act of default by City under the terms of this Agreement. Payment by City is strictly limited to those funds so allocated, budgeted, and collected solely during the term of this Agreement. 17. The parties mutually agree and understand that funding under this Agreement is subject to annual appropriations by the City Council; that each fiscal year’s funding must be included in the budget for that year; and the funding is not effective until approved by the City Council. 18. Notices. a. Any required written notices shall be sent mailed, certified mail, postage prepaid, addressed as follows: Chamber: United Corpus Christi Chamber of Commerce 602 N. Staples Street Suite 150 Corpus Christi, TX 78401 6 City: City of Corpus Christi Attn.: City Manager P.O. Box 9277 Corpus Christi, Texas 78469-9277 b. A copy of all notices and correspondence must be sent the City at the following address: City of Corpus Christi Attn.: City Attorney P.O. Box 9277 Corpus Christi, Texas 78469-9277 c. Notice is effective upon deposit in the United States mail in the manner provided above. 19. Amendments or Modifications. No amendments or modifications to this Agreement may be made, nor any provision waived, unless in writing si gned by a person duly authorized to sign Agreements on behalf of each party. 20. Relationship of Parties. In performing this Agreement, both the City and Chamber will act in an individual capacity, and not as agents, representatives, employees, employer s, 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. 21. Captions. The captions in this Agreement are for convenience only and are not a part of this Agreement. The captions do not in any way limit or amplify the terms and provisions of this Agreement. 22. Severability. a. If for any reason, any section, paragraph, subdivision, clause, provision, phrase or word of this Agreement or the application of this Agreement to any person or circumstance is, to any extent, held illegal, invalid, or unenforceable under present or future law or by a final judgment of a court of competent jurisdiction, then the remainder of this Agreement, or the application of the term or provision to persons or circumstances other than those as to which it is held illegal, invalid, or unenforceable, will not be affected by the law or judgment, for it is the definite intent of the parties to this Agreement that every section, paragraph, subdivision, clause, provision, phrase, or word of this Agreement be given full force and effect for its purpose. b. To the extent that any clause or provision is held illegal, invalid, or unenforceable under present or future law effective during the term of this Agreement, then the remainder of this Agreement is not affected by the law, and in lieu of any illegal, invalid, or unenforceable clause or provision, a clause or provision, as similar in terms to the 7 illegal, invalid, or unenforceable clause or provision as may be possible and be legal, valid, and enforceable, will be added to this Agreement automatically. 23. Venue and Law. Venue for any legal action related to this Agreement is in Nueces County, Texas. This Agreement is subject to all legal requirements in City Charter and Code of Ordinances of City of Corpus Christi, Texas and all other applicable Count y, State and Federal laws, and Chamber agrees that it will promptly comply with all such applicable laws, regulations, orders and rules of the State, City and other applicable governmental agencies. This Agreement shall be governed by and construed in accordance with the laws and court decisions of the State of Texas without regard, however, to the conflicts of law’s provisions of Texas law. 24. Sole Agreement. This Agreement constitutes the sole Agreement between City and Chamber. Any prior Agreements, promises, negotiations, or representations, verbal or otherwise, not expressly stated in this Agreement, are of no force and effect. 25. Survival of terms of Agreement and obligations of parties. The terms of this Agreement and the obligation of the parties relating to Section 14 shall survive the termination of this Agreement. 26. Public Information Act Requirements. The requirements of Subchapter J, Chapter 552, Government Code, may apply to this contract and the Chamber agrees that the contract can be terminated if the Chamber knowingly or intentionally fails to comply with a requirement of that subchapter. 27. Certificate of Interested Parties. Chamber agrees to comply with Texas Government Code Section 2252.908, as it may be amended, and to c omplete Form 1295 "Certificate of Interested Parties" as part of this Agreement if required by said statute. City of Corpus Christi By: _______________________________ Peter Zanoni City Manager Date: ______________________________ Attest: By: ______________________________ Rebecca Huerta City Secretary United Corpus Christi Chamber of Commerce Signed: Name: : Title: Date: ______________________________ APPROVED AS TO LEGAL FORM: _____________________________ Assistant City Attorney Date 8 THE STATE OF TEXAS § COUNTY OF NUECES § This instrument was acknowledged before me on the ____ day of ___________, 2020, by , ______________(title) for the United Corpus Christi Chamber of Commerce, a Texas non-profit corporation, on behalf of the corporation. _____________________________ Notary Public, State of Texas 9 EXHIBIT “A” SMALL BUSINESS REGIONAL PANDEMIC RECOVERY GRANT PROGRAM (CITY UTILITY ASSISTANCE PROGRAM AND PORT OF CORPUS CHRISTI WORKING CAPITAL ASSISTANCE PROGRAM) Small Business Regional Pandemic Recovery Grant Program: As our community comes together to respond to the concerns of COVID-19, the City has taken steps to ensure residents have uninterrupted access to utility services and that residents experiencing hardships due to COVID-19 can get utility bill relief. The Small Business Regional Pandemic Recovery Grant Program helps businesses in Corpus Christi who are having financial difficulties and are unable to pay their utility bills and other working capital expenses due to revenue loss as a result of the COVID-19 pandemic. The City of Corpus Christi is partnering with the Port of Corpus Christi to provide up to $750,000 in grants to small businesses impacted by COVID-19. The City of Corpus Christi is allocating $500,000 from its General Fund for the program which will be used for the small business utility bill relief portion. A qualifying small commercial business with a City water and wastewater utility account will be eligible for one $500 credit to their utility account as part of this program. The Port of Corpus Christi will grant up to $250,000 which will be allocated for working capital portion of the grant: 75.9% or $189,750 for businesses in Corpus Christi; 15.6% or $39,000 for small businesses in San Patricio County, and 8.5% or $21,250 for businesses within Nueces County but not in the city limits of Corpus Christi. How It Works: Business owners must apply online through the United Corpus Christi Chamber of Commerce to complete the application Small Business Regional Pandemic Recovery Program grants will be awarded to those business that qualify and will consist of the following: $500 will be credited to qualifying grantees who operate a small commercial business in Corpus Christi and who have a City of Corpus Christi utility account; No more than one $500 grant will be awarded per commercial business utility account; If a small business has more than one utility account with the City, the business is still limited to no more than one $500 grant under the City’s utility assistance program; The name of the small business seeking a $500 utility assistance grant should match up with the name on the City utility account; $500 will be awarded by the Port of Corpus Christi to grantees for working capital, covering expenses of debt, and workforce needs. Businesses will be required to remain open for at least 90 days after the award is granted The United Corpus Christi Chamber of Commerce (“Chamber”) will provide application intake, verification, assessment and compliance of the grant program Business Eligibility: Must employ between 3-20 full-time or part-time employees (or equivalent) at all business locations in Corpus Christi Must have been in business at least 12 months 10 Annual gross revenues of not more than $1,000,000 from all business activities at all business locations in Corpus Christi Must be located in Corpus Christi, Nueces County, or San Patricio County Demonstrate a loss of at least 25% of revenue in the period beginning March 1, 2020 to present when compared to the same period in 2019. Required Documents: Completed application Last 90 days of bank or statements connected to business demonstrating expenses and revenue Business formation verification Plan of Action & Budget to Reopen or a signed statement to this effect. 2019 tax documentation Most recent City of Corpus Christi Utility Bill for the business address for which the application is being submitted Cost and Administration: Item Amount Description Grant Fund $750,000 $500,000 from the City of Corpus Christi; Up to $250,000 from the Port of Corpus Christi Grant Administration (5%) $37,500 Grant Administration (50/50 split between the City and the Port of Corpus Christi) Total $787,500 Ineligible Applicants: o Sexually Oriented Businesses as defined by City Code or the Unified Development Code; o Businesses deriving more than one-third of their annual income from gambling activities; o Businesses engaged in illegal activities; o Businesses with past-due tax liabilities or tax liens against their property in the City of Corpus Christi (for the utility assistance program), and Businesses with past-due tax liabilities or tax liens against their property in Nueces County or San Patricio County (for the POCC working capital assistance program); o Businesses in bankruptcy, unless otherwise authorized or ordered by the Bankruptcy Court or Bankruptcy Trustee; o Churches, religious institutions or other nonprofit organizations; o Government entities. DATE: April 28, 2020 TO: Peter Zanoni, City Manager FROM: Al Raymond, AIA, Director Development Services Department AlRaymond@cctexas.com (361) 826-3575 CAPTION: Zoning Case No. 0420-01, 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. SUMMARY: The purpose of the zoning request is to allow for the construction of single-family homes and commercial properties. BACKGROUND AND FINDINGS: The subject property is 30.28 acres in size. The subject property was initially rezoned from the “RS-6” Single-Family 6 District to the “CN-1” Neighborhood Commercial District in 2009. No development has occurred on the subject property since annexation in 1995. 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 “RS-6” Single- Family 6 District and “CG-2” General Commercial District is consistent with the adopted Comprehensive Plan (Plan CC), compatible with the adjoining properties, and does not have a negative impact upon the adjacent properties. An amendment to the Future Land Use Map will be warranted for the commercial portion of the proposed rezoning. Public Input Process Number of Notices Mailed 6 within 200-foot notification area 5 outside notification area As of April 10, 2020: In Favor 0 inside notification area In Opposition 0 inside notification area Rezoning a property at or near 8102 Yorktown Boulevard AGENDA MEMORANDUM Public Hearing & First Reading Ordinance for the City Council Meeting 06/09/20 Second Reading Ordinance for the City Council Meeting 06/16/20 0 outside notification area 1 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 “FR” Farm Rural District to the “RS-6” Single-Family 6 District and “CG-2” General Commercial District on April 15, 2020. ALTERNATIVES: 1. Denial of the change of zoning from the “FR” Farm Rural District to the “RS-6” Single- Family 6 District and “CG-2” General 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 “FR” Farm Rural District to the “RS-6” Single-Family 6 District and “CG-2” General Commercial District with following vote count. Vote Count: For: 8 Opposed: 0 Absent: 0 Abstained: 1 LIST OF SUPPORTING DOCUMENTS: Ordinance Presentation - Aerial Map Planning Commission Final Report 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. 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 being 26.62 acre tract, being out of Lots 2, 4, and 5, and 3.67 acres out of Lot 5, Section 34, Flour Bluff Encinal Farm and Garden Tracts as shown in Exhibits “A”, “B”, and "C": from the “FR” Farm Rural District to the “RS-6” Single-Family 6 District and “CG- 2” General Commercial District. The subject property is located at or near 8102 Yorktown Boulevard. Exhibits “A”, “B”, and "C", which is the Metes and Bounds of the subject property with an associated map, are 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. Page 2 of 7 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. 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 7 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 7 Exhibit A Page 5 of 7 Page 6 of 7 Page 7 of 7 PLANNING COMMISSION FINAL REPORT Case No. 0420-01 INFOR No. 20ZN1009 Planning Commission Hearing Date: April 15, 2020 Applicant & Legal Description Owner: Mostaghasi Enterprises, Inc. Applicant: Urban Engineering Location Address: 8102 Yorktown Boulevard Legal Description: Being 26.62 acre tract, being out of Lots 2, 4, and 5, and 3.67 acres out of Lot 5, Section 34, Flour Bluff Encinal Farm and Garden Tracts, located along the north side of Yorktown Boulevard, east of Starry Road, and west of Roscher Road Zoning Request From: “FR” Farm Rural District To: “RS-6” Single-Family 6 District and “CG-2” General Commercial District Area: 30.28 acres Purpose of Request: To allow for the construction of single-family homes and commercial properties. Existing Zoning and Land Uses Existing Zoning District Existing Land Use Future Land Use Site “FR” Farm Rural Vacant Medium Density Residential North “FR” Farm Rural Vacant Medium Density Residential South “FR” Farm Rural Vacant Medium Density Residential East “FR” Farm Rural Vacant Medium Density Residential West “RS-4.5” Single-Family 4.5 and “CG-2” General Commercial Vacant 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 Medium Density Residential uses. The proposed rezoning to the “RS-6” Single-Family 6 District and “CG-2” General Commercial District is consistent with the adopted Comprehensive Plan (Plan CC). An amendment to the Future Land Use Map will be warranted for the commercial portion of the proposed rezoning. Map No.: 040029 City Council District: 5 Zoning Violations: None Staff Report Page 2 Transportation Transportation and Circulation: The subject property has approximately 400 feet of street frontage along Yorktown Boulevard which is designated as a “A3” Primary Arterial Street. According to the Urban Transportation Plan, “A3” Primary Arterial Streets can convey a capacity between 30,000 and 48,000 Average Daily Trips (ADT). Bisecting the subject property is a planned extension of Oso Parkway. Street R.O.W. Street Urban Transportation Plan Type Proposed Section Existing Section Traffic Volume Yorktown Boulevard “A3” Primary Arterial 130’ ROW 79’ paved 166’ ROW 90’ paved N/A Staff Summary: Requested Zoning: The applicant is requesting a rezoning from the “FR” Farm Rural District to the “RS-6” Single-Family 6 District and “CG-2” General Commercial District to allow for the construction of a single-family residential subdivision and commercial development. Development Plan: The subject property is 30.28 acres in size. The applicant has not submitted any specific plans concerning the development. Existing Land Uses & Zoning: The subject property is currently zoned “FR” Farm Rural District, consists of vacant property, and has remained since annexation in 1995. To the north, south, and east are vacant properties zoned “FR” Farm Rural District. To the west are vacant properties zoned “RS-4.5” Single-Family 4.5 District and “CG-2” General Commercial 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 not platted. Utilities: Water: 12-inch C900 line located along Yorktown Boulevard. Wastewater: 12-inch PVC FM line located along Yorktown Boulevard. Gas: 8-inch Service Line located along Yorktown Boulevard. Storm Water: Roadside ditches located along Yorktown Boulevard. 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 “RS-6” Single-Family 6 District and “CG-2” General Commercial District is consistent with the adopted Comprehensive Plan (Plan CC). 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). Staff Report Page 3 • 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). • Encourage residential infill development on vacant lots within or adjacent to existing neighborhoods. (Future Land Use, Zoning, and Urban Design Policy Statement 3). • Encourage convenient access from medium-density residential development to arterial roads. (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 adjoining properties, and does not have a negative impact upon the adjacent properties. • Adjacent properties to the west were rezoned in 2014 to the “RS-6” Single-Family 6 District and “CG-2” General Commercial District. • The property is not located at an intersection. However, the subject property is located on a major arterial road and is an equal distance between major arterial roads such as South Staples Street, Cimarron Boulevard, and Rodd Field Road Planning Commission and Staff Recommendation (April 15, 2020): Approval of the change of zoning from the “FR” Farm Rural District to the “RS-6” Single- Family 6 District and “CG-2” General Commercial District. Public Notification Number of Notices Mailed – 6 within 200-foot notification area 5 outside notification area As of April 10, 2020: In Favor – 0 inside notification area – 0 outside notification area In Opposition – 0 inside notification area – 1 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/2020/0420-01 Mostaghasi Enterprises, Inc/Council Documents/Report - Mostaghasi Enterprises, Inc.docx Staff Report Page 4 Staff Report Page 5 Mostaghasi Enterprises, Inc. Rezoning for a Property at 8102 Yorktown Boulevard From “FR” To “RS-6” and “CG-2” Zoning Case #0420-01 N City Council June 9, 2020 2 Aerial Overview 3 Zoning Pattern 4 Approval of the “RS-6” Single-Family 6 District and “CG-2” General Commercial District Planning Commission and Staff Recommendation 5 Transportation Plan 6 Public Notification 6 Notices mailed inside 200’ buffer 5 Notices mailed outside 200’ buffer Notification Area Opposed: 0 (0.00%) In Favor: 0 7 UDC Requirements Buffer Yards: RS-6 to CG-2: Type C: 15’ & 15-pts. Setbacks:RS-6 CG-2 Street: 20 feet 20 feet Side & Rear: 5 feet 0 feet Parking: 2 per unit (Residential) 1:250 (Commercial) Landscaping, Screening, and Lighting Standards Uses Allowed: Uses Allowed: Multifamily, Offices, Medical, Restaurants, Retail, Bars, and Hotels. 8 Utilities Water: 12-inch C900 Wastewater: 12-inch PVC Gas: 8-inch service line Storm Water: Roadside – Yorktown Blvd. DATE: April 28, 2020 TO: Peter Zanoni, City Manager FROM: Al Raymond, AIA, Director Development Services Department AlRaymond@cctexas.com (361) 826-3575 CAPTION: Zoning Case No. 0420-02, Branch Towers III, LLC: 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. SUMMARY: The purpose of the zoning request is to allow for the construction of a 120-foot monopole cell tower. BACKGROUND AND FINDINGS: The subject property is 0.43 acres in size. The applicant is proposing a 120’ monopole wireless communications tower that will be designed to withstand a sustained wind speed of 130 mph. Conformity to City Policy The subject property is located within the boundaries of the Midtown Area Development Plan and is planned for commercial uses. The proposed rezoning to the “IL/SP” Light Industrial District with a Special Permit is consistent with the adopted Comprehensive Plan (Plan CC), compatible with the adjoining properties, and does not have a negative impact upon the adjacent properties. The Unified Development Code (UDC) requires that all telecommunication towers be located at least one-and-a-half times their height to any residential structure or state right-of-way. The proposed tower does not meet the minimum distance requirements to a state right-of-way. However, the UDC does provide an exemption to this requirement if the tower is designed to withsta nd a wind speed of 130 mph. The proposed tower will be engineered to meet the required windspeed to obtain the exemption. Public Input Process Number of Notices Mailed 8 within 200-foot notification area 5 outside notification area Rezoning a property at or near 4701 Ayers Street AGENDA MEMORANDUM Public Hearing & First Reading Ordinance for the City Council Meeting 06/09/20 Second Reading Ordinance for the City Council Meeting 06/16/20 As of April 10, 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. Commission Recommendation Planning Commission recommended approval of the change of zoning from the “IL” Light Industrial District to the “IL/SP” Light Industrial District with a Special Permit on April 15, 2020. ALTERNATIVES: 1. Denial of the change of zoning from the “IL” Light Industrial District to the “IL/SP” Light Industrial District with a Special Permit. 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 “IL” Light Industrial District to the “IL/SP” Light Industrial District with a Special Permit 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. 0420-02, 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. 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 being 0.43 acres out of Lots 1-A, Block 2, Behmann Subdivision as shown in Exhibit “A”: from the “IL” Light Industrial District to the “IL/SP” Light Industrial District with a Special Permit. The subject property is located at or near 4701 Ayers Street. Exhibit A, which is the Metes and Bounds of the subject property with an associated map, is attached to and incorporated in this ordinance. SECTION 2. The Special Permit granted in Section 1 of this ordinance is subject to the Owner following the conditions listed below: 1.Use: The only use permitted under this Special Permit, other than those permitted by right in the “IL” Light Industrial District, is a wireless telecommunication facility of 120- feet in height and shall be designed to withstand a sustained wind speed of 130 mph. Page 2 of 7 2. Access: Access and placement shall be as per the site plan. 3. Telecommunications Tower Standards: The wireless communication tower is subject to all requirements of Section 5.5 of the Unified Development Code (UDC). These standards pertain to setbacks, screening, landscaping, and lighting. 4. Other Requirements: The Special Permit conditions listed herein do not preclude compliance with other applicable UDC, Building, and Fire Code Requirements. 5. Time Limit: In accordance with the UDC, this Special Permit shall be deemed to have expired within twelve (12) months of this ordinance, unless a complete building permit application has been submitted, and the Special Permit shall expire if the allowed use is discontinued for more than six consecutive months SECTION 3. 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 4. 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. SECTION 5. 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 6. 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 7. 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 8. This ordinance shall become effective upon publication. Page 3 of 7 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 7 Exhibit A Page 5 of 7 Page 6 of 7 Page 7 of 7 PLANNING COMMISSION FINAL REPORT Case No. 0420-02 INFOR No. 20ZN1010 Planning Commission Hearing Date: April 15, 2020 Applicant & Legal Description Owner: Supertex Properties, LP. Applicant: Branch Towers III. LLC. Location Address: 4701 Ayers Street Legal Description: Being 0.43 acres out of Lots 1-A, Block 2, Behmann Subdivision, located along the west side of Ayers Street, south of Gollihar Road, and north of McArdle Road. Zoning Request From: “IL” Light Industrial District To: “IL/SP” Light Industrial District with a Special Permit Area: 0.43 acres Purpose of Request: To allow for the construction of a 120-foot monopole cell tower. Existing Zoning and Land Uses Existing Zoning District Existing Land Use Future Land Use Site “IL” Light Industrial Commercial Commercial North “IL” Light Industrial Commercial Commercial South “IL” Light Industrial Commercial Commercial East “IL” Light Industrial Commercial Commercial West “IL” Light Industrial Commercial Commercial ADP, Map & Violations Area Development Plan: The subject property is located within the boundaries of the Midtown Area Development Plan and is planned for commercial uses. The proposed rezoning to the “IL/SP” Light Industrial District with a Special Permit is consistent with the adopted Comprehensive Plan (Plan CC). Map No.: 047039 City Council District: 3 Zoning Violations: None Transportation Transportation and Circulation: The subject property has approximately 30 feet of street frontage along Ayers Street which is designated as a “A1” Minor Arterial Street. According to the Urban Transportation Plan, “A1” Minor Arterial Streets can convey a capacity between 15,000 to 24,000 Average Daily Trips (ADT). Staff Report Page 2 Street R.O.W. Street Urban Transportation Plan Type Proposed Section Existing Section Traffic Volume Ayers Street “A1” Minor Arterial 95’ ROW 64’ paved 109’ ROW 55’ paved N/A Staff Summary: Requested Zoning: The applicant is requesting a rezoning from the “IL” Light Industrial District to the “IL/SP” Light Industrial District with a Special Permit to allow for the construction of a 120-foot monopole cell tower. Development Plan: The subject property is 0.43 acres in size. The applicant is proposing a 120’ monopole wireless communications tower. Existing Land Uses & Zoning: The subject property is currently zoned “IL” Light Industrial District and consists of a portion of a parking lot for an existing shopping center constructed in 1979. To the north is an office park and vacant lot zoned “IL” Light Industrial District. To the south is a vehicle sales dealership zoned “IL” Light Industrial District. To the east and west is Ayers Street and State Highway 286 (Crosstown Expressway) respectively. 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: 8-inch CIP line located along Ayers Street. Wastewater: 12-inch PVC line located along Ayers Street. Gas: 2-inch line located along Ayers Street. Storm Water: Roadside ditches located along Ayers Street. Plan CC & Area Development Plan Consistency: The subject property is located within the boundaries of the Midtown Area Development Plan and is planned for commercial uses. The proposed rezoning to the “IL/SP” Light Industrial District with a Special Permit is consistent with the adopted Comprehensive Plan (Plan CC). The following policies should be considered: • 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). Unified Development Code (UDC): Wireless Telecommunication facilities are subject to regulation as follows: Staff Report Page 3 • Wireless Telecommunication facilities are regulated by UDC Section 5.5. • Wireless Telecommunication facilities in excess of 85’ are permitted in nonresidential zoning districts as indicated in UDC Table 5.5.4.F. with a Special Permit. • Wireless telecommunication facilities shall be set back a minimum of one and a half times the height of the tower from the public right-of- way of all federal and state highways and any arterial street. • Wireless telecommunication facilities adjacent to residential dwellings shall be a minimum of one and a half times the height of the tower from any residential dwelling. Department Comments: • The proposed rezoning is consistent with the adopted Comprehensive Plan (Plan CC), compatible with the adjoining properties, and does not have a negative impact upon the adjacent properties. • The proposed wireless telecommunication facility will increase capacity in an area where it is needed to prevent a degradation of services. • Construction of the wireless telecommunication facility will increase coverage in areas that are currently underserved. • The proposed tower does not meet the minimum required setback to a state right-of- way as per Section 5.5.3.E.2. of the UDC. However, the proposed tower will be designed to withstand a wind speed of at least 130 mph and therefore qualify for a variance according to Section 5.5.3.E.5. of the UDC. Planning Commission and Staff Recommendation (April 15, 2020): Approval of the change of zoning from the “IL” Light Industrial District to the “IL/SP” Light Industrial District with a Special Permit with the following conditions: 1. Use: The only use permitted under this Special Permit, other than those permitted by right in the “IL” Light Industrial District, is a wireless telecommunication facility of 120- feet in height and shall be designed to withstand a sustained wind speed of 130 mph. 2. Access: Access and placement shall be as per the site plan. 3. Telecommunications Tower Standards: The wireless communication tower is subject to all requirements of Section 5.5 of the Unified Development Code (UDC). These standards pertain to setbacks, screening, landscaping, and lighting. 4. Other Requirements: The Special Permit conditions listed herein do not preclude compliance with other applicable UDC, Building, and Fire Code Requirements. 5. Time Limit: In accordance with the UDC, this Special Permit shall be deemed to have expired within twelve (12) months of this ordinance, unless a complete building permit application has been submitted, and the Special Permit shall expire if the allowed use is discontinued for more than six consecutive months. Staff Report Page 4 Public Notification Number of Notices Mailed – 8 within 200-foot notification area 5 outside notification area As of April 10, 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. Proposed Site Plan C. Public Comments Received (if any) https://corpuschristi.sharepoint.com/sites/DevelopmentServices/DevelopmentSvcs/SHARED/ZONING CASES/2020/0420-02 Branch Towers III, LLC/Council Documents/Report - Branch Towers III, LLC.docx Staff Report Page 5 Staff Report Page 6 Branch Towers III, LLC. Rezoning for a Property at 4701 Ayers Street From “IL” To “IL/SP” Zoning Case #0420-02 N City Council June 9, 2020 2 Aerial Overview 3 Zoning Pattern 4 Approval of the “IL/SP” Light Industrial District with a Special Permit Planning Commission and Staff Recommendation 5 Special Permit Conditions 1.Use: The only use permitted under this Special Permit, other than those permitted by right in the “IL” Light Industrial District, is a wireless telecommunication facility of 120- feet in height and shall be designed to withstand a sustained wind speed of 130 mph. 2.Access: Access and placement shall be as per the site plan setback. 3.Telecommunications Tower Standards: The wireless communication tower is subject to all requirements of Section 5.5 of the Unified Development Code (UDC). These standards pertain to setbacks, screening, landscaping, and lighting. 4.Other Requirements:The Special Permit conditions listed herein do not preclude compliance with other applicable UDC, Building, and Fire Code Requirements. 5.Time Limit:In accordance with the UDC, this Special Permit shall be deemed to have expired within twelve (12) months of this ordinance, unless a complete building permit application has been submitted, and the Special Permit shall expire if the allowed use is discontinued for more than six consecutive months. 6 Site Plan 7 Coverage Map Existing Coverage Projected Coverage 8 Public Notification 8 Notices mailed inside 200’ buffer 5 Notices mailed outside 200’ buffer Notification Area Opposed: 0 (0.00%) In Favor: 0 9 UDC Requirements Buffer Yards: N/A Setbacks: N/A Parking: N/A Uses Allowed: Light Industrial, Retail, Offices, Vehicle Sales, Bars, and Storage. 10 Utilities Water: 8-inch CIP Wastewater: 12-inch PVC Gas: 2-inch Line Storm Water: Roadside –Ayers St. DATE: April 28, 2020 TO: Peter Zanoni, City Manager FROM: Al Raymond, Director of Development Services alraymond@cctexas.com (361) 826-3275 CAPTION: 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. SUMMARY: The purpose of this ordinance is to close, abandon, and vacate a 78,400 square foot unimproved portion of a 40-foot wide unimproved public street as shown on the recorded plat of Lot 2A and 2B, Block 2, Lots 25, 26 and 27, Section 25 and Lots 6, 7 and 8, Section 24 all out of Flour Bluff and Encinal Farm and Garden Tracts, of the Map Records of Nueces County, Texas. BACKGROUND AND FINDINGS: MPM Development, LP is requesting the closure, vacation, and abandonment of a 78,400 square foot portion of an unimproved public street, which is a 40-foot wide by approximately 1,960-foot long. The paper street is identified as Starry Road located between Krypton Drive and Ames Street alignments. The Developer is proposing a new subdivision called Starlight Estates Unit 5 and the location of the unimproved street conflicts with the current design of the planned residential subdivision. The unimproved street does not meet the current subdivision street width requirements and the closure of this street will not impact vehicle or pedestrian traffic within the subdivision. If closed t he street would be owned by MPM Development, LP. The Developer owns all properties that currently have access through this new subdivision. This request has been processed in accordance with Section 49-12(c) of the City Code of Ordinances. The required public notice for the proposed street closure were mailed via letter mail with the U.S. Postal Service on May 28, 2020 and published in the Caller Times on May 24, 2020. The notices were sent to 20 property owners who are within 450 feet of the proposed street closure. ALTERNATIVES: Denying the request to close the street will require the developer to replat the subdivision to incorporate the street into the design plans. This may cause the developer to lose buildable lots Starry Road Street Closure AGENDA MEMORANDUM Public Hearing/First Reading Ordinance for the City Council Meeting of June 9, 2020 Second Reading Ordinance for the City Council Meeting of June 16, 2020 and may make the project cost prohibitive. FISCAL IMPACT: There are no financial impacts associated with the closing of the paper street. Unimproved streets have no value assessed per Section 49-12 of the City Code of Ordinances. RECOMMENDATION: Staff supports the applicant’s request for the street closure. The closure of the street will support the growth of the community. LIST OF SUPPORTING DOCUMENTS: Ordinance (with Exhibit) PowerPoint Presentation Location Map 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. WHEREAS, MPM Development, LP (Owner) is requesting the closure, abandonment and vacation of the Starry Road as shown on the recorded plat of Lots 25, 26 and 27, Section 25 and Lots 6, 7 and 8, Section 24 all out of Flour Bluff and Encinal Farm and Garden Tracts, a map of which is recorded in Volume A, page 41- 43, of the Map Records of Nueces County, Texas. WHEREAS, with proper notice to the public, a public hearing was held on Tuesday, June 9, 2020 during a meeting of the City Council, during which all interested parties and citizens were allowed to appear and be heard; WHEREAS, it has been determined that it is feasible and advantageous to the City of Corpus Christi to close, abandon and vacate a 40-foot-wide unimproved street as shown on the recorded plat of Lots 25, 26 and 27, Section 25 and Lots 6, 7 and 8, Section 24 all out of Flour Bluff and Encinal Farm and Garden Tracts, a map of which is recorded in Volume A, page 41-43, of the said map Records, subject to compliance by the Owner with the conditions specified in this ordinance. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: SECTION 1. Pursuant to the request of MPM Development LP, the 1.800 acre, 40- foot-wide unimproved street as shown on the recorded plat of Lots 25, 26 and 27, Section 25 and Lots 6, 7 and 8, Section 24 all out of Flour Bluff and Encinal Farm and Garden Tracts, a map of which is recorded in Volume A, page 41-43, of the Map Records of Nueces County, Texas, of the said map, is closed, abandoned, and vacated by the City of Corpus Christi (“City”), subject to the Owners’ compliance with the conditions specified in Section 2 of this ordinance. Exhibit “A,” which is a metes and bounds description and field notes, “Exhibit B”, which is the graphical representation of the legal description, which are attached to and incorporated in this ordinance by reference as if it was fully set out herein in their entireties. SECTION 2. The closing, abandonment and vacation of a section of the unimproved street described in Section 1 of this ordinance is expressly conditioned upon the Owners’ compliance with the following requirements: a. Upon approval by the City Council and issuance of the ordinance, all grants of public street right-of-way closures must be recorded at the Owners’ expense in the real property Official Deed and Map Records of Nueces County, Texas, in which the affected property is located, with a copy of the recording provided to the City. b.Failure to comply with all the conditions outlined in this Ordinance within 180 days will hereby make the Ordinance null and void. 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 21 13 9 39 1 23 0 38 27 0 58 24 8 5 6 47 11 50 37 25 28 32 16 55 4214 54 3115 51 1222 2040 10 33 48 41 5736 45 43 17 56 3 44 2 34 26 52 29 4946 35 19 47 30 18 53 STARRY STAMPEDE KRYPTONIRON MANAMESTAYLANPRAX MORGANSALAISYORKTOWN BLVD GLENOAK DRRAMFIELD RD WALDRON RDYORKTOWN CIMARRON BLVDRODD FIELD RDWOOLDRIDGE RD YORKTOWN CIMARRON BLVDFM 2444GLENOAK DR µ 0 1,000500Feet LOCATION MAP Date Created: 4/1/2020Prepared By: ReyRDepartment of Development Services SUBJECTSTREET CLOSURENotice Area Road Closure - 1.800 Acres Subject Street Closurewith 450' buffer Owners within 450' listed onattached ownership table4 Starry RoadStreet ClosureCity CouncilJune 9, 2020 2Vicinity MapStarry Road 3Aerial Overview40’ 4ApprovalRecommendationThe applicant requesting the street closure has paidthe required $530.00 application fee and the streetclosure request has been processed in accordancewith Section 49‐12 of the City Code of Ordinances. DATE: May 5, 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 $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. SUMMARY: This item is to accept funding available from the State of Texas Governor’s Homeland Security Grants Division for Operation Stonegarden to aid in enforcement activities along known trafficking corridors within the City. BACKGROUND AND FINDINGS: The City of Corpus Christi was identified as an integral part of the U.S. Border Patrol’s strategy to enhance cooperation and coordination among all agencies in a joint mission to secure the United States borders. Approved funding will be used to enhance enforcement efforts along routes of ingress and coastal wa terways by improving enforcement, improved rapid mobility and intelligence. The Corpus Christi Police Department will enhance enforcement in conjunction with federal, state, and local partners along SH 44, SH 77, SH 181 and along routes of the coastal waterways surrounding the City of Corpus Christi including the Padre Island National Seashore. In addition, the Corpus Christi Police Department will participate in at least one major multiagency interdiction effort. The Police Department will utilize the funding to conduct overtime operations designed to reduce border-security risk. Tactical operations will conduct approximately 4,333 hours of overtime. The grant will pay for overtime and fringe benefits. The grant period is from April 1, 2020 – February 28, 2021. This is Year 9 of the grant. Acceptance of a Grant for the Operation Stonegarden Program AGENDA MEMORANDUM First Reading Ordinance for the City Council Meeting of June 9, 2020 Second Reading Ordinance for the City Council Meeting of June 16, 2020 ALTERNATIVES: Not accept the grant thereby providing for less overtime towards border security and in turn combat drug and human trafficking. FISCAL IMPACT: The fiscal impact for FY20 is accepting funds and appropriating $228,129.00 to the Police Grants Fund. Funding Detail: Fund: Police Grants Fund 1061 Organization/Activity: 822718F Mission Element: 151 Project # (CIP Only): RECOMMENDATION: Staff recommends accepting the grant and appropriating the funds. LIST OF SUPPORTING DOCUMENTS: Grant award document 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. 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 $228,129 from the State of Texas Governor’s Homeland Security Grants Division for funding eligible under the FY2019 Department of Homeland Security Grant Program Operation Stonegarden to support state and local efforts to prevent terrorism and other catastrophic events and to prepare the nation for the threats and hazards that pose the greatest risk to the security of the United States. SECTION 2. In the event of loss or misuse of the Office of the Governor funds, the City of Corpus Christi assures that the funds will be returned to the Office of the Governor in full. SECTION 3. The City Manager or designee is authorized to apply for, accept, reject, alter or terminate the grant. SECTION 4. That $228,129 is appropriated in the No. 1061 Police Grants Fund. 2 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 f inally 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 7, 2020 TO: Peter Zanoni, City Manager FROM: Mike Markle, Chief of Police mikema@cctexas.com (361) 886-2603 CAPTION: 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 ICAC program within the Police Department; and appropriating the $10,000.00 in the Police Grants Fund. SUMMARY: Funding is available from the Office of the Attorney General - Office of Juvenile Justice and Delinquency Prevention to purchase equipment and supplies to assist the ICAC Task Force with investigations of internet crimes against children. BACKGROUND AND FINDINGS: The Office of Juvenile Justice and Delinquency Prevention - Internet Crimes against Children Task Force program has awarded a grant to the Corpus Christi Police Department to support activities of the Internet Crimes Against Children Task Force (ICAC) program. The ICAC task force is continuously engaged in proactive and reactive investigations and prosecutions of persons involved in child abuse and exploitation involving the Internet. The Police Department has been a member of the ICAC since 2003. The funds are made available to the City by virtue of being a member of the Task Force. Items/equipment to be purchased are listed below: Acceptance of a grant to support activities for the Internet Crimes Against Children Task Force Program AGENDA MEMORANDUM First Reading Ordinance for the City Council Meeting June 9, 2020 Second Reading Ordinance for the City Council Meeting June 16, 2020 ITEM Quantity Requested Cost Per Unit Cost Request LG 4K Computer Monitors 4 $429.00 $1,716.00 WD 1TB Internal 2.5" HDD 6 $69.00 $414.00 Seagate 5TB External HDD 6 $112.00 $672.00 CyberPower UPS Backup 5 $155.00 $775.00 Seagate 4TB Internal 3.5" HDD 4 $79.00 $316.00 Patriot 128GB Flash Drive 1 $33.00 $33.00 Passware Kit Forensic Renewal 3 $545.00 $1,635.00 X-Ways Forensics (BYOD) Renewal 1 $1,069.00 $1,069.00 Parallels Mac Virtualization Software 1 $100.00 $100.00 BlackBag BlackLight Renewal 2 $995.00 $1,990.00 BlackBag MacQuisition Renewal 2 $640.00 $1,280.00 TOTAL $10,000.00 ALTERNATIVES: Not accept the grant which means less funding available for the investigation of internet crimes against children. FISCAL IMPACT: There is not a match required by the City. The $10,000 grant will be appropriated to the Police Grants Funds and are available from May 1, 2020 through August 31, 2020. Funding Detail: Fund: 1061 Police Grants Organization/Activity: Mission Element: 052 Investigate Crime Project # (CIP Only): Account: 520090 Minor Tools and Equipment RECOMMENDATION: Staff recommends accepting the grant and appropriating the funds. LIST OF SUPPORTING DOCUMENTS: Ordinance Grant award document 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 ICAC program within the Police Department; and appropriating the $10,000.00 in the Police Grants Fund. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS THAT: SECTION 1. The City Manager or designee is authorized to execute all documents necessary to accept a grant from the Office the Attorney General for the Internet Crimes Against Children (ICAC) Task Force program in the amount of $10,000.00 to purchase equipment and supplies for the ICAC program within the Police Department. SECTION 2. That $10,000.00 is appropriated from the Attorney General for Internet Crimes Against Children (ICAC) Task Force Program in the No. 1061 Police Grants Fund to purchase equipment and supplies for the ICAC program within the Police Department. 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 RE: FY 2020 Internet Crimes Against Children (ICAC) Sub-Recipient Grant Contract _____________________________________________________________________________________ Contract Number: Grantee: Amount: Executed: Term: May 1, 2020 – August 31, 2020 Budget Coding: ORG PCA Agy Obj 885 15800 2005965 $10,000.00 Corpus Christi Police Department 7611 ICAC Subrecipient Grant Contract Page 1 of 19 GRANT CONTRACT OAG Contract No. This grant contract is executed between the Office of the Attorney General (OAG) and __________________________________________________________________ (GRANTEE) for certain grant funds. The OAG and GRANTEE may be referred to in this contract individually as “Party” or collectively as “Parties.” SECTION 1. PURPOSE OF THE CONTRACT The Internet Crimes Against Children (ICAC) Task Force Program, United States Department of Justice, Office of Justice Programs (OJP), Office of Juvenile Justice and Delinquency Prevention, seeks to maintain and expand State and regional ICAC task forces to address technology-facilitated child exploitation. These task forces work collaboratively as a national network of law enforcement and prosecutorial agencies that prevent, interdict, and investigate Internet crimes against children. The program requires existing task forces to develop multi-jurisdictional, multi- agency responses to such offenses by providing funding and other support to State and local law enforcement agencies as a means to help them acquire the necessary knowledge, personnel, and equipment. The OAG, as the regional contact for the task force known as “Texas, Southern ICAC Task Force”, (hereinafter the “OAG ICAC Task Force”) receives funding from the OJP to provide grants to local law enforcement agencies that are affiliates of the task force in order to address technology-facilitated child exploitation. Pursuant to the terms of a Memorandum of Understanding (MOU) between the parties, the GRANTEE became a member of the OAG ICAC Task Force. The purpose of this contract is to provide reasonable contractual controls to ensure that the public purposes of the grant provided to GRANTEE are achieved. SECTION 2 TERM OF THE CONTRACT This contract shall begin on May 1, 2020 and shall terminate August 31, 2020, unless it is terminated earlier or extended in accordance with another provision of this contract. The OAG is not obligated to reimburse expenses that were incurred prior to the commencement or after the termination of this contract. SECTION 3 GRANTEE’S CONTRACTUAL SERVICES 3.1 GRANTEE’s Compliance with the Department of Justice, Office of Justice Programs, Office of Juvenile Justice and Delinquency Prevention, Cooperative Agreement for Award Number 2018-MC-FX-K065. The GRANTEE will comply with all terms and conditions as set forth and required in the Cooperative Agreement between the OAG and the Department of Justice, Office of Justice Programs, Office of Juvenile Justice and Delinquency Prevention, Award Number 2018-MC-FX-K065, (OAG Award Document) and as attached hereto as Exhibit C and Corpus Christi Police Department 2005965 ICAC Subrecipient Grant Contract Page 2 of 19 incorporated by reference, as well as the applicable provisions of the OAG ICAC Grant Application or OAG Award Document as supplemented, amended or adjusted. Specifically, Grantee’s compliance with the applicable “Special Conditions” identified in the OAG Award Document are a material requirement of the grant award made hereunder. Failure to comply with any one or more of the Special Conditions, whether a condition set out in full below, a condition incorporated by reference herein, or a certification or assurance related to conduct during the award period, may result in the OAG and/or to the extent federal funds are expended in this grant, the Office of Justice Programs ("OJP") in taking appropriate action which may include but is not limited to OAG and/or OJP withholding award funds, disallowing costs, or suspending or terminating the grant award. Additionally, the GRANTEE shall comply with all terms and conditions as set forth and required in the Memorandum of Understanding between the OAG and GRANTEE, OAG Contract Number ___________________ (the “Task Force MOU”) attached hereto as Exhibit “D” and incorporated herein by reference. 3.2 Establishment of Final Project Budget; Grant Project Narrative; Special Conditions. The GRANTEE’s budget is attached as Exhibit A. The GRANTEE’s Project Narrative is as follows: The Special Conditions, including the OAG Award Document, are attached as Exhibit B. The OAG, at its sole discretion, will establish the final project targets, outputs, and outcomes. In addition, the OAG, at its sole discretion, may adjust GRANTEE’s budget, targets, outputs, outcomes and/or any other items as deemed appropriate by the OAG, at any time, during the term of this contract. The OAG, at its sole discretion, may supplement, amend or adjust the Special Conditions attached to this contract. SECTION 4 REQUIRED REPORTS 4.1 General Matters 4.1.1 Required Reports; Form of Reports; Filings with the OAG. GRANTEE shall forward to the OAG the applicable reports on forms as specified by the OAG. GRANTEE shall ensure that it files each document or form required by the OAG in an accurate and timely manner. Unless filing dates are given herein, all other reports and other documents that GRANTEE is required to forward to the OAG shall be promptly forwarded. From time to time, the OAG may require additional information from GRANTEE. 4.1.2 Cooperation; Additional Information; Immediate Notification and Correction and Inaccuracies. GRANTEE shall cooperate fully with the OAG. In addition to the information 1991546-01 To support certain Internet Crimes Against Children (ICAC) supplies and other direct operating costs. ICAC Subrecipient Grant Contract Page 3 of 19 contained in the required reports, other information may be required as requested by the OAG. GRANTEE will immediately notify the OAG in the event GRANTEE discovers that any previously submitted information was inaccurate and forward the co rrection information to the OAG. 4.1.3 Notification of Changes in Organization, Changes in Authorized Official or Grant Contact. GRANTEE shall submit within ten (10) business days, notice to the OAG 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. GRANTEE shall promptly notify the OAG, preferably in advance, of a change in address or main telephone number of GRANTEE. A change in GRANTEE’s name requires an amendment to the contract. To change an Authorized Official, GRANTEE must submit a written request on GRANTEE’s letterhead, with original signature. GRANTEE, by an email, fax or GRANTEE letterhead signed by the Authorized Official, may request a change to the Grant Contact. 4.1.4 Standards for Financial and Programmatic Management. GRANTEE and its governing body shall bear full and sole responsibility for the integrity of the fiscal and programmatic management of the organization including financial and programmatic policies and procedures. Such fiscal and programmatic management shall include accountability for all funds and materials received from the OAG; compliance with OAG 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 OAG's monitoring processes. Ignorance of any contract provisions or other requirements referenced in this contract shall not constitute a defense or basis for waiving or failing to comply with such provisions or requirements. 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; and timely and appropriate audits and resolution of any findings and applicable annual financial statements. 4.1.5. Security and Confidentiality of Records. GRANTEE shall establish a method to secure the confidentiality of records required to be kept confidential by applicable federal and state law, rules and regulations. This provision shall not be construed as limiting the OAG’s access to such records and other information. 4.2 Programmatic Reports 4.2.1 ICAC Semi-Annual Statistical (Performance) Reports, including Outcome Measure Reports. GRANTEE will support the OAG in its progress reporting requirements, including the reporting requirements of outcome measures. The OAG is required to report, within 30 days after ICAC Subrecipient Grant Contract Page 4 of 19 the end of the reporting periods, certain outcome measures. The semi-annual reporting periods end on the last day of June and December each year. The OAG will establish deadlines for the GRANTEE to meet its requirement to report to the OAG. Contents of Semi-Annual Statistical Reports. GRANTEE shall report data to the OAG on the following outcome measures on the reporting deadlines established by OAG: a. Number of CyberTipLine referrals received and investigated; b. Number of indictments obtained on CyberTipLine referrals; c. Number of convictions obtained on CyberTipLine referrals; d. Number of online solicitation of a minor (or its equivalent) arrests; e. Number of online solicitation of a minor (or its equivalent) indictments obtained; f. Number of online solicitation of a minor (or its equivalent) convictions obtained; g. Total number of ICAC-related arrests during reporting period; h. Number of partner agencies that sign memorandum certifying compliance with ICAC program guidelines; i. Number of investigative technical assistance sessions that ICAC task force provides to non-member law enforcement agencies; j. Number of computer forensic technical assistance examinations that ICAC task forces provide to non-member law enforcement agencies; k. Percent increase in arrests related to technology-facilitated child sexual exploitation and Internet Crimes Against Children; l. Percent increase in computer forensic examinations completed by ICAC task forces; and m. Percent increase in investigative technical assistance sessions provided by ICAC task forces to non-member law enforcement agencies. 4.2.2 ICAC Task Force Program Monthly Performance Measures. GRANTEE will support the OAG in its reporting requirements of the ICAC Task Force Program Monthly Performance Measures. The OAG will establish the GRANTEE’s monthly reporting deadlines. The Performance Measures shall contain, at a minimum, the following additional supporting data elements: a. Complaints; b. Case Information; c. Goals; d. Court Actions; e. Technical Assists; f. Training; and g. Community Outreach Presentations. 4.2.3 ICAC Annual Reports. GRANTEE will support the OAG in its annual reporting requirements of the following measures: ICAC Subrecipient Grant Contract Page 5 of 19 a. Staffing levels of the task force, including the number of investigators, prosecutors, education specialists, and forensic specialists dedicated to investigating and prosecuting Internet crimes against children. b. Investigation and prosecution performance measures of the task force, including: 1. the number of investigations initiated related to Internet Crimes Against Children; 2. the number of arrests related to Internet Crimes Against Children; and 3. the number of prosecutions for Internet Crimes Against Children, including- i. whether the prosecution resulted in a conviction for such crime; and ii. the sentence and the statutory maximum for such crime under State law. c. The number of referrals made by the task force to the United States Attorney’s Office, including whether the referral was accepted by the United States Attorney. d. Statistics that account for the disposition of investigations that do not result in arrests or prosecutions, such as referrals to other law enforcement. e. The number of investigative technical assistance sessions that the task force provided to non-member law enforcement agencies. f. The number of computer forensic examinations that the task force completed. g. The number of law enforcement agencies participating in Internet Crimes Against Children program standards established by the task force. 4.2.4 Written Explanation of Variance. GRANTEE is required to provide a written explanation to the OAG for any variances by GRANTEE from the projected performance required by this contract or the Task Force MOU. In addition to the written explanation, GRANTEE shall promptly answer any questions of the OAG, whether in writing or otherwise, in connection with the reports presented to the OAG. 4.2.5 Other Program Reports. GRANTEE shall cooperate fully in any social studies, fiscal or programmatic monitoring, auditing, evaluating, and other reviews pertaining to services rendered by GRANTEE, which may be conducted by the OAG or its designees. GRANTEE also shall make available at reasonable times and for reasonable periods programmatic or financial records, books, reports, and supporting documents for reviewing and copyin g by the OAG or its designees. ICAC Subrecipient Grant Contract Page 6 of 19 4.3 Financial Matters 4.3.1 Grant Budgets. With regard to the use of funds pursuant to this contract, GRANTEE will immediately review the annual budget as established in this contract. 4.3.2 Monthly Request for Reimbursement and Financial Status Report. Grant funds are paid on a cost reimbursement basis. GRANTEE will submit, each month, a monthly request for reimbursement (also referred to as “financial status report”) for the actual and allowable allocable costs incurred by GRANTEE for project costs to provide services under this contract. The payments made to GRANTEE shall not exceed its actual and allowable allocable costs to provide the services under this contract. The request for reimbursement/financial status report will be submitted to the OAG in the form and manner as approved by the OAG and will specify the detailed and total expenses for the month, in the following cost categories: (i) personnel and fringe benefits, reported separately, (ii) professional and consulting services, (iii) travel, (iv) equipment, (v) supplies, and (vi) other direct operating expenses. The request for reimbursement must be accompanied by supporting documentation as required by the OAG. The OAG may from time to time require di fferent or additional supporting documentation. A request for reimbursement/financial status report is required each month, whether GRANTEE has paid expenses, or is seeking reimbursement. 4.3.3 Fiscal Year End Required Reports. GRANTEE shall submit the following two reports the OAG on or before October 14, 202 or a date otherwise established by the OAG: Record of Reimbursement. GRANTEE will submit a reconciled record of its expenses for the prior fiscal year in the following cost categories: (i) personnel and fringe benefits, reported separately, (ii) professional and consulting services, (iii) travel, (iv) equipment, (v) supplies, and (vi) other direct operating expenses. Equipment Inventory Report. To the extent the purchase of equipment is authorized under this grant and GRANTEE purchases equipment is purchased with grant funds. GRANTEE will submit an Equipment Inventory Report which provides a record of the current inventory of items purchased, disposed of, replaced or transferred for any equipment that was purchased with grant funds. 4.3.4 Timing of Submission of Request for Reimbursement to the OAG; Close Out Invoice. GRANTEE is responsible for submitting bills in an accurate and timely manner, and shall make every reasonable effort to submit monthly billings to the OAG, which cover the previous month’s expenses, so that they are received by the OAG on or before the twentieth (20th) of each month, or if the 20th falls on a weekend or holiday, the next business day. The OAG will make all reasonable efforts to promptly process and make payments on properly completed billings. GRANTEE may submit a final invoice to be received by the OAG not later than forty-five (45) calendar days after termination of this contract. ICAC Subrecipient Grant Contract Page 7 of 19 4.3.5 Reimbursement of Actual and Allowable Costs. The OAG shall only reimburse costs incurred and paid by GRANTEE during the term of this contract. The OAG shall only reimburse GRANTEE for employee costs that are directly related to performing the responsibilities of this contract. 4.3.6 Refunds and Deductions. If the OAG determines that 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, GRANTEE shall refund that amount of the OAG reimbursement identified by the OAG as an overpayment. The OAG may offset and deduct the amount of the overpayment from any amount owed to GRANTEE, as a reimbursement, but not yet paid by the OAG to GRANTEE. The OAG may choose to require a payment directly from GRANTEE rather than offset and deduct a specified amount. GRANTEE shall refund any overpayment to the OAG within thirty (30) calendar days of the receipt of the notice of the overpayment from the OAG unless an alternate payment plan is specified by the OAG. 4.3.7 Purchase of Equipment; Maintenance and Repair; Title upon Termination. GRANTEE shall not give any security interest, lien or otherwise encumber any item of equipment purchased with contract funds. GRANTEE shall permanently identify all equipment purchased under this contract by appropriate tags or labels affixed to the equipment. GRANTEE shall maintain a current inventory of all equipment which shall be available to the OAG at all times upon request; however, a title for equipment will remain with Grantee. GRANTEE will maintain, repair, and protect all equipment purchased in whole or i n part with grant funds so as to ensure the full availability and usefulness of such equipment. In the event GRANTEE is indemnified, reimbursed, or otherwise compensated for any loss of, destruction of, or damage to the equipment purchased under this contract, it shall use the proceeds to repair or replace said equipment. 4.3.8 Direct Deposit. GRANTEE may make a written request to the OAG to be placed on Direct Deposit status by completing and submitting to the OAG the State Comptroller's Direct Deposit Authorization Form. After the direct deposit request is approved by the OAG and the setup is completed on the Texas Identification Number System by the State Comptroller's Office, payment will be remitted by direct deposit and the OAG will discontinue providing GRANTEE with copies of reimbursement vouchers. SECTION 5 OBLIGATIONS OF OAG 5.1 Monitoring. The OAG is responsible for closely monitoring GRANTEE to ensure the effective and efficient use of grant funds to accomplish the purposes of this contract. 5.2 Maximum Liability of OAG. The maximum liability of the OAG is contained in the attached Exhibit A. Any change to the maximum liability must be supported by a written amendment to this contract. ICAC Subrecipient Grant Contract Page 8 of 19 5.3 Reimbursement of Grantee Expenses. The OAG shall be obligated to reimburse GRANTEE for all actual and allowable allocable costs incurred by GRANTEE pursuant to this contract. The OAG is not obligated to pay unauthorized costs. Prior written approval from the OAG is required if GRANTEE anticipates altering the scope of the grant, adding funds to previously un-awarded budget categories, changing funds in any awarded budget category by more than 10% of the annual budget and/or adding new line items to any awarded budget category. 5.4 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. The OAG and GRANTEE agree that any act, action or representation by either party, their agents or employees that purports to increase the maximum liability of the OAG is void unless a written amendment to this contract is first executed. GRANTEE agrees that nothing in this contract will be interpreted to create an obligation or liability of the OAG in excess of the funds delineated in this contract. 5.5 Funding Limitation. GRANTEE agrees that funding for this contract is subject to the actual receipt by the OAG of grant funds (state and/or federal) appropriated to th e OAG. GRANTEE agrees that the grant funds if any, received from the OAG are limited by the term of each state biennium and by specific appropriation authority to and the spending authority of the OAG for the purpose of this contract. GRANTEE agrees that, notwithstanding any other provision of this contract, if the OAG is not appropriated the funds or if the OAG does not receive the appropriated funds for this grant program, or if the funds appropriated to the OAG for this grant program are required by the state to be reallocated to fund other state programs or purposes, the OAG is not liable to pay the GRANTEE any remaining balance on this contract. SECTION 6 TERMINATION 6.1 Termination for Convenience. Either Party may, at its sole discretion, terminate this contract without recourse, liability or penalty, upon thirty (30) calendar days notice to the other party. 6.2 Termination for Cause. In the event that GRANTEE fails to perform or comply with an obligation of the terms, conditions and provisions of this contract, the OAG may, upon written notice of the breach to GRANTEE, immediately terminate this contract. 6.3 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. Termination of this contract for any reason or expiration of this contract shall not release the Parties from any liability or obligation set forth in this contract that is expressly stated to survive any such termination or by its nature would be intended to be applicable following any such termination. The following terms and conditions, (in addition to any others that could reasonably be interpreted ICAC Subrecipient Grant Contract Page 9 of 19 to survive but are not specifically identified), survive the termination or expiration of this contract: Sections 4, 5, 7; 11; and 12. SECTION 7 AUDIT RIGHTS; RECORDS RETENTION 7.1 Duty to Maintain Records. GRANTEE shall maintain adequate records that enable the OAG to verify all reporting measures and requests for reimbursements related to this contract. GRANTEE also shall maintain such records as are deemed necessary by the OAG, OAG's auditor, the State Auditor’s Office or other auditors of the State of Texas, the federal government or such other persons or entities designated by the OAG, to ensure proper accounting for all costs and performances related to this contract. 7.2 Records Retention. GRANTEE shall maintain and retain records for a period of seven (7) years after the contract is completed or expires, or all issues that arise from any litigation, claim, negotiation, audit, open records request, administrative review, or other action involving the contract are resolved. The records include, but may not be limited to, the contract, any contract solicitation documents, any documents that are necessary to fully disclose the extent of services provided under this contract, any daily activity reports and time distribution and attendance records, and other records that may show the basis of the charges made or performances delivered. 7.3 Audit Trails. GRANTEE shall maintain appropriate audit trails to provide accountability for all reporting measures and requests for reimbursements. Audit trails maintained by GRANTEE will, at a minimum, identify the supporting documentation prepared by GRANTEE to permit an audit of its systems. GRANTEE’s automated systems, if any, must provide the means whereby authorized personnel have the ability to audit and to verify contractually required performances and to establish individual accountability for any action that can potentially cause access to, generation of, or modification of confidential information. 7.4 Access and Audit. At the request of the OAG, GRANTEE shall grant access to and make available all paper and electronic records, books, documents, accounting procedures, practices, and any other items relevant to the performance of this contract, compliance with the applicable state or federal laws and regulations, and the operation and management of GRANTEE to the OAG or its designees for the purposes of inspecting, auditing, or copying such items. GRANTEE will direct any other entity, person, or contractor receiving fund directly under this contract or through a subcontract under this contract to likewise permit access to, inspection of, and reproduction of all books, records and other relevant information of the entity, person or contractor that pertain to this contract. All records, books, documents, accounting procedures, practices, and any other items, in whatever form, relevant to the performance of this contract shall be subject to examination or audit. Whenever practical as determined at the sole discretion of the OAG, the OAG shall provide GRANTEE with up to five (5) business days advance notice of any such examination or audit. 7.5 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 ICAC Subrecipient Grant Contract Page 10 of 19 may conduct an audit or investigation of 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 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, GRANTEE or another 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. GRANTEE further agrees to cooperate fully with the State Auditor’s Office in the conduct of the audit or investigati on, including providing all records requested. GRANTEE shall ensure that this paragraph concerning the authority to audit funds received indirectly by subcontractors through 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 GRANTEE related to this contract. 7.6 Location. Any audit of records shall be conducted at GRANTEE’s principal place of business and/or the location(s) of GRANTEE's operations during GRANTEE's normal business hours. GRANTEE shall provide to OAG or its designees, on GRANTEE's premises (or if the audit is being performed of a subcontractor, the subcontractor's premises if necessary) private space, office furnishings (including lockable cabinets), telephone and facsimile services, utilities and office-related equipment and duplicating services as OAG or its designees may reasonably require to perform the audits described in this contract. SECTION 8 SUBMISSION OF INFORMATION TO THE OAG The OAG will designate methods for submission of information to the OAG by GRANTEE. The OAG generally requires submission of information via email or hard copy format. Some reporting requirements must occur via the internet and/or a web-based data collection method. 8.1 Programmatic Reports and Information (excluding Financial Reports). All quarterly statistical reports, annual performance reports, correspondence, reports or notices, except financial reports specified below, must be submitted in the manner directed by the OAG. OAG will provide the required manner of delivery after the grant is awarded. 8.2 Financial Reports (excluding Programmatic Reports and Information). All financial status reports, requests for reimbursement and inventory reports, must be submitted in the manner directed by the OAG. OAG will provide the required manner of delivery after the grant is awarded. ICAC Subrecipient Grant Contract Page 11 of 19 SECTION 9 CORRECTIVE ACTION PLANS AND SANCTIONS The Parties agree to make a good faith effort to identify, communicate and resolve problems found by either the OAG or GRANTEE. 9.1 Corrective Action Plans. If the OAG finds deficiencies with GRANTEE’s performance under this contract, the OAG, 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 contract amount; and/or terminate this contract. The foregoing are not exclusive remedies, and the OAG may impose other requirements that the OAG determines will be in the best interest of the State. 9.2 Financial Hold. Failure to comply with submission deadlines for required reports, invoices, or other requested information, may result in the OAG, at its sole discretion, placing GRANTEE on immediate financial hold without further notice to GRANTEE and without first requiring a corrective action plan. No reimbursements will be processed until the requested information is submitted. If GRANTEE is placed on financial hold, the OAG, at its sole discretion, may deny reimbursement requests associated with the expenses incurred during the time GRANTEE was placed on financial hold. 9.3 Sanctions. In addition to financial hold, the OAG, at its sole discretion, may impose other sanctions without first requiring a corrective action plan. The OAG, at its sole discreti on, may impose sanctions, including, but not limited to, withholding or suspending funding, offsetting previous reimbursements, requiring repayment, disallowing claims for reimbursement, reducing funding, terminate this contract and/or any other appropriate sanction. 9.4 No Waiver. Notwithstanding the imposition of corrective actions, financial hold and/or sanctions, GRANTEE remains responsible for complying with the contract terms and conditions. Corrective action plans, financial hold and/or sanctions do not excuse or operate as a waiver of prior failure to comply with this contract. SECTION 10 GENERAL TERMS AND CONDITIONS 10.1 Federal and State Laws, Code of Federal Regulations (CFR), and Other Relevant Authorities. GRANTEE agrees to comply with all applicable federal and state laws, as well as 2 CFR Part 200, and any other requirements relevant to the performance of GRANTEE under this contract. 10.2 Uniform Grant Management Act, UGMS and Applicable Standard Federal and State Certifications and Assurances. GRANTEE agrees to comply with 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. GRANTEE also agrees to comply with ICAC Subrecipient Grant Contract Page 12 of 19 Uniform Grant Management Standards (UGMS), and any other applicable federal or state grant management standards. 10.3 Generally Accepted Accounting Principles or Other Recognized Accounting Principles. 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 GRANTEE. GRANTEE shall also follow OAG fiscal management policies and procedures in processing and submitting requests for reimbursement and maintaining financial records related to this contract. 10.4 Conflicts of Interest; Disclosure of Conflicts. GRANTEE has not given or offered to give, nor does 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 OAG, at any time during the negotiation of this contract or in connection with this contract, except as allowed under relevant state or federal law. GRANTEE will establish safeguards to prohibit its employees from using their positions for a purpose that constitutes or presents the appearance of a personal or organizational conflict of interest or personal gain. GRANTEE will operate with complete independence and objectivity without an actual, potential or apparent conflict of interest with respect to its performance under this contract. 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. 10.5 Compliance with Regulatory and Licensing Bodies. GRANTEE agrees that it has obtained all licenses, certifications, permits and authorizations necessary to perform the responsibilities of this contract and currently is, and will remain, in good standing with all regulatory agencies that regulate any or all aspects of GRANTEE’s business or operations. GRANTEE agrees to remain in good standing with the Texas Secretary of State, Texas Comptroller of Public Accounts and related federal governmental bodies related to GRANTEE’s right to conduct its business in Texas. GRANTEE agrees to comply with all applicable licenses, legal certifications, inspections, and any other applicable local ordinance or state, or federal laws. If GRANTEE is a law enforcement agency regulated by Chapter 1701, Texas Occupations Code, GRANTEE agrees that it is in compliance with all rules developed by the Texas Commission on Law Enforcement Officer Standards and Education. SECTION 11 SPECIAL TERMS AND CONDITIONS 11.1 Independent Contractor Status; Indemnity and Hold Harmless Agreement. GRANTEE expressly agrees that it is an independent contractor and under no circumstances shall any owner, incorporator, officer, director, employee, or volunteer of GRANTEE be considered an OAG employee, agent, servant, joint venturer, joint enterpriser or partner of the OAG. GRANTEE agrees to take such steps as may be necessary to ensure that each contractor of GRANTEE will be deemed to be an independent contractor and will not be considered or permitted to be an agent, servant, joint venturer, joint enterpriser or partner of OAG. ICAC Subrecipient Grant Contract Page 13 of 19 All persons furnished, used, retained, or hired by or on behalf of GRANTEE or any of GRANTEE’S contractors shall be considered to be solely the employees or agents of GRANTEE or the contractors. 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, any benefit available to a state employee as a state employee, and other payroll taxes for such persons, including any related assessments or contributions required by law. To the extent allowed by law, GRANTEE or contractors are responsible for all types of claims whatsoever due to the actions or performance under this contract, 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. GRANTEE and/or contractors will indemnify and hold harmless the OAG and/or the State of Texas from and against any and all claims arising out of actions or performance of GRANTEE or GRANTEE’S contractors under this contract. To the extent allowed by law, GRANTEE agrees to indemnify and hold harmless the OAG and/or the State of Texas from any and a ll liability, actions, claims, demands, or suits, and all related costs, attorney fees, and expenses, that arise from or are occasioned by the negligence, misconduct, or wrongful act or omission of GRANTEE, its employees, representatives, agents, or subcontractors in their performance under this contract. 11.2 Publicity. GRANTEE shall not use the OAG's name or refer to the OAG directly or indirectly in any media release, public service announcement or public service disclosure relating to this contract or any acquisition pursuant hereto, including in any promotional or marketing materials, without first obtaining written consent from the OAG. This section is not intended to and does not limit GRANTEE’s ability to comply with its obligations and duties under the Texas Open Meetings Act and/or the Texas Public Information Act. 11.3 Intellectual Property. GRANTEE understands and agrees that where funds obtained under this contract may be used to produce original books, manuals, films, or other original material and intellectual property, GRANTEE may copyright such material subject to the royalty- free, non-exclusive, and irrevocable license which is hereby reserved by the OAG and granted by GRANTEE to the OAG or the state (or federal government, if federal funds are expended in this grant) government. Grantee hereby grants the OAG an unrestricted, royalty-free, non-exclusive, and irrevocable license to use, copy, modify, reproduce, publish, or otherwise use, and authorize others to use (in whole or in part, including in connection with derivative works), at no additional cost to the OAG, in any manner the OAG deems appropriate at its sole discretion, any component of such intellectual property made the subject of this contract. Whereas federal funds are expended in this grant, Grantee also hereby grants the Office of Justice Programs (OJP) a royalty-free, non-exclusive, and irrevocable license to reproduce, publish, or otherwise use, and authorize others to use (in whole or in part, including in connection with derivative works), for Federal purposes: (1) any work subject to copyright developed under this contract; and (2) any rights of copyright to which Grantee purchases ownership with grant funds received under this contract. ICAC Subrecipient Grant Contract Page 14 of 19 Grantee acknowledges and agrees that OJP has the right to (1) obtain, reproduce, publish, or otherwise use the data first produced under this contract and (2) authorize others to receive, reproduce, publish, or otherwise use such data for Federal purposes. "Data" includes data as defined in Federal Acquisition Regulation (FAR) provision 52.227- 14 (Rights in Data - General). Grantee has the responsibility to obtain from subrecipients, contractors, and subcontractors (if any) all rights and data necessary to fulfill the Grantee’s obligations to the OAG and OJP under this contract. If a proposed subrecipient, contractor, or subcontractor refuses to accept terms affording the OAG or OJP such rights, Grantee shall promptly bring such refusal to the attention of the OAG Program Manager for the contract and not proceed with the agreement in question without further authorization from the OAG. 11.4 Program Income. Gross income directly generated from the grant funds through a project or activity performed under this contract are considered program income. Unless otherwise required under the terms of this contract, any program income shall be used by GRANTEE to further the program objectives of the project or activity funded by this grant, and the program income shall be spent on the same project or activity in which it was generated. GRANTEE shall identify and report this income in accordance with the OAG’s reporting instructions. GRANTEE shall expend program income during this contract term; program income not expended in this contract term shall be refunded to the OAG. 11.5 No Supplanting. GRANTEE shall not supplant or otherwise use funds from this contract to replace or substitute existing funding from other sources that also supports the activities that are the subject of this contract. 11.6 No Solicitation or Receipt of Funds on Behalf of OAG. It is expressly agreed that any solicitation for or receipt of funds of any type by GRANTEE is for the sole benefit of GRANTEE and is not a solicitation for or receipt of funds on behalf of the OAG or the Attorney General of the State of Texas. 11.7 No Subcontracting or Assignment Without Prior Written Approval of OAG. GRANTEE may not subcontract or assign any of its rights or duties under this contract without the prior written approval of the OAG. It is within the OAG’s sole discretion to approve any subcontracting or assignment. In the event OAG approves subcontracting or assignment by GRANTEE, GRANTEE will ensure that its contracts with others comply with the provisions of this contract GRANTEE, in subcontracting for any performances specified herein, expressly understands and agrees that it is not relieved of its responsibilities for ensuring that all performance is in compliance with this contract and that the OAG shall not be liable in any manner to GRANTEE’s subcontractor(s). 11.8 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 OAG or the State of Texas of any immunities from suit or from liability that the OAG or the State of Texas may have b y operation of law. ICAC Subrecipient Grant Contract Page 15 of 19 11.9 Governing Law; Venue. This contract is made and entered into in the State of Texas. This contract and all disputes arising out of or relating thereto shall be governed by the laws of the State of Texas, without regard to any otherwise applicable conflict of law rules or requirements. Except where state law establishes mandatory venue, GRANTEE agrees that any action, suit, litigation or other proceeding (collectively “litigation”) arising out of or in any way relating to this contract shall be commenced exclusively in the Travis County District Court or the United States District Court in the Western District, Austin Division, and to the extent allowed by law, hereby irrevocably and unconditionally consent to the exclusive jurisdiction of those courts for the purpose of prosecuting and/or defending such litigation. GRANTEE hereby waives and agrees not to assert by way of motion, as a defense, or otherwise, in any suit, action or proceeding, any claim that GRANTEE is not personally subject to the jurisdiction of the above-named courts, the suit, action or proceeding is brought in an inconvenient forum and/or the venue is improper. 11.11 Catalog of Federal Domestic Assistance Number. The Catalog of Federal Domestic Assistance Number (CFDA) number for the Department of Justice, Office of Justice Programs, Office of Juvenile Justice and Delinquency Prevention program is 16.543, titled “Missing Children’s Assistance.” 11.12 MOU between OAG and GRANTEE. The OAG and GRANTEE will have in place a Memorandum of Understanding that outlines the duties and responsibilities of GRANTEE as a member of the Internet Crimes Against Children Task Force. GRANTEE agrees to comply with the approved Department of Justice, Office of Justice Programs, Office of Juvenile Justice and Delinquency Prevention ICAC Task Force Operational and Investigative Standards. 11.13 Business with Iran, Sudan, or Terrorist Organizations. GRANTEE hereby represents and warrants that it does not, and shall not for the duration of any resulting contract or purchase order hereunder, engage in any business operations, including but not limited to acquiring, developing, maintaining, owning, selling, possessing, leasing, or operating equipment, facilities, personnel, products, services, personal property, real property, or any other apparatus of business or commerce with Iran, Sudan or a foreign terrorist organization. 11.14 Boycott of Israel. To the extent required by Texas Government Code, section 2270.002, GRANTEE represents and warrants that neither GRANTEE, nor any subcontractor, assignee, or sub-recipient of GRANTEE, currently boycotts Israel, or will boycott Israel during the term of this contract. GRANTEE agrees to take all necessary steps to ensure this certification remains true for any future subcontractor or assignee. For purposes of this provision, “Boycott Israel” shall have the meaning assigned by Texas Government Code, Sec. 808.001(1). 11.15 No Use of Grant Money for Lobbying. GRANTEE shall not use any grant funds provided by OAG to GRANTEE to influence the passage or defeat of any legislative measure or election of any candidate for public office. 11.16 Child Support Obligation Affirmation. Under Section 231.006 of the Texas Family Code, the GRANTEE certifies that the individual or business entity named in this contract is not ICAC Subrecipient Grant Contract Page 16 of 19 ineligible to receive the specified grant, and acknowledges that this contract may be terminated and payment may be withheld if this certification is inaccurate. 11.17 Texas Public Information Act. Information, documentation, and other material in connection with this contract or the underlying grant may be subject to public disclosure pursuant to Chapter 552 of the Texas Government Code (the "Public Information Act"). In accordance with Section 2252.907 of the Texas Government Code, GRANTEE is required to make any information created or exchanged with OAG, the State of Texas, or any state agency pursuant to the contract, and not otherwise excepted from disclosure under the Tex as Public Information Act, available in a format that is accessible by the public at no additional charge to OAG, the State of Texas, or any state agency. 11.18 Restrictions and Certifications Regarding Non-Disclosure Agreements and Related Matters. In accepting this grant, the GRANTEE: a. represents and warrants that GRANTEE neither requires nor has required internal confidentiality agreements or statements from employees or contractors that currently prohibit or otherwise currently restrict ( or purport to prohibit or restrict) employees or contractors from reporting waste, fraud, or abuse as described above; and b. certifies that, if GRANTEE learns or GRANTEE is notified that is or has been requiring its employees or contractors to execute agreements or statements that prohibit or otherwise restrict (or purport to prohibit or restrict), reporting of waste, fraud, or abuse as described above, it will immediately stop any further obligations of award funds, will provide prompt written notification to the OAG and will resume (or permit resumption of) such obligations only if expressly authorized to do so OAG. SECTION 12 CONSTRUCTION OF CONTRACT AND AMENDMENTS 12.1 Construction of Contract. The provisions of Section 1 are intended to be a general introduction to this contract. To the extent the terms and conditions of this contract do not address a particular circumstance or are otherwise unclear or ambiguous, such terms and conditions are to be construed consistent with the general objectives, expectations and purposes of this contract. 12.2 Entire Agreement, including Exhibits. This contract, 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 relative to such subject matter. By executing this contract, GRANTEE agrees to strictly comply with the requirements and obligations of this contract, including all exhibits. 12.3 Amendment. This contract shall not be modified or amended except in writing, signed by both parties. Any properly executed amendment of this contract shall be binding upon the Parties and presumed to be supported by adequate consideration. ICAC Subrecipient Grant Contract Page 17 of 19 12.4 Partial Invalidity. If any term or provision of this contract is found to be illegal or unenforceable, such construction shall not affect the legality or validity of any of its other provisions. The illegal or invalid provision shall be deemed severable and stricken from the contract as if it had never been incorporated herein, but all other provisions shall continue in full force and effect. 12.5 Non-waiver. The failure of any Party to insist upon strict performance of any of the terms or conditions herein, irrespective of the length of time of such failure, shall not be a waiver of that party's right to demand strict compliance in the future. No consent or waiver, express or implied, to or of any breach or default in the performance of any obligation under this contract shall constitute a consent or waiver to or of any breach or default in the performance of the same or any other obligation of this contract. 12.6 Official Capacity. The Parties agree that the signatories hereto are signing, executing and performing this contract only in their official capacity. OFFICE OF THE ATTORNEY GENERAL OF TEXAS ____________________________ ________________________________ Printed Name: _________________ Printed Name: _____________________ Office of the Attorney General Authorized Official Denny Asbury Corpus Christi Police Department ICAC Subrecipient Grant Contract Page 18 of 19 GRANT CONTRACT OAG Contract No. EXHIBIT A Maximum Liability of the OAG. The OAG and GRANTEE agree that the total liability of the OAG to GRANTEE, directly or indirectly, arising out of this contract for reimbursement of all expenses, shall not exceed: _____________________. Subject to the limitations within this contract, the OAG will reimburse GRANTEE for actual allowable and allocable costs paid according to the following amounts and budget categories: Budget Category Amount Personnel $0.00 Fringe Benefits $0.00 Professional & Contractual Services $0.00 Travel Equipment $0.00 Supplies Other Direct Operating Expenses Total $10,000.00 $10,000.00 $3,926.00 $6,074.00 2005965 ICAC Subrecipient Grant Contract Page 19 of 19 GRANT CONTRACT OAG Contract No. EXHIBIT B SPECIAL CONDITIONS Special Conditions are imposed by the OAG at its sole discretion. In addition to the ones identified in this exhibit to this contract, the OAG may, at its sole discretion, impose additional special conditions, with or without notice, without amending this contract. GRANTEE’s signature on this contact will be treated as a signature agreement for each of the twenty-three (23) pages of the Special Conditions, as attached. The Special Conditions that apply to this contract are: Department of Justice, Office of Justice Programs, Office of Juvenile Justice and Delinquency Prevention, Special Conditions of the Cooperative Agreement (OAG Award Document), 2018-MC-FX-K065, and any subsequent award document. Seventeen (17) pages. Compliance with the Department of Justice, Office of Justice Programs, Office of Juvenile Justice and Delinquency Prevention, as provided in memo to Official Grant File, to Texas Office of the Attorney General and any subsequent award document. One (1) page. Department of Justice, Office of Justice Programs, Office of Juvenile Justice and Delinquency Prevention, Project Summary (OAG Award Document), 2018-MC-FX- K065. Two (2) pages. Compliance with the Department of Justice, Office of Justice Programs, Office o f Civil Rights, as provided in letter dated September 27, 2019, to Texas Office of the Attorney General and any subsequent award document. One (1) page. Department of Justice, Office of Justice Programs, Assurances – Standard Assurances. Two (2) pages. 2005965 Cooperative Agreement PAGE 1 OF U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention 1. RECIPIENT NAME AND ADDRESS (Including Zip Code) Texas Office of the Attorney General PO Box 12548 Austin, TX 78711-2548 8. SUPPLEMENT NUMBER 01 9. PREVIOUS AWARD AMOUNT 10. AMOUNT OF THIS AWARD $ 494,811 $ 629,600 11. TOTAL AWARD $ 1,124,411 2a. GRANTEE IRS/VENDOR NO. 2b. GRANTEE DUNS NO. 3. PROJECT TITLE Southern Texas ICAC Task Force Program 12. SPECIAL CONDITIONS THE ABOVE GRANT PROJECT IS APPROVED SUBJECT TO SUCH CONDITIONS OR LIMITATIONS AS ARE SET FORTH ON THE ATTACHED PAGE(S). 13. STATUTORY AUTHORITY FOR GRANT This project is supported under FY19(OJJDP - MEC - ICAC Task Force - including prior year) Pub. L. 116-6, 133 Stat. 13, 115; Pub. L. No. 115-141, 132 Stat. 348, 423 14 . CATALOG OF DOMESTIC FEDERAL ASSISTANCE (CFDA Number) 16.543 - Missing Children's Assistance 15. METHOD OF PAYMENT GPRS AGENCY APPROVAL 16. TYPED NAME AND TITLE OF APPROVING OFFICIAL GRANTEE ACCEPTANCE Katharine T. Sullivan Principal Deputy Assistant Attorney General AGENCY USE ONLY 20. ACCOUNTING CLASSIFICATION CODES 21. FISCAL YEAR FUND CODE BUD. ACT. OFC. DIV. REG. SUB. POMS AMOUNT TMCTGT0277 18. TYPED NAME AND TITLE OF AUTHORIZED GRANTEE OFFICIAL Jeffrey C. Mateer First Assistant Attorney General 4. AWARD NUMBER:2018-MC-FX-K065 5. PROJECT PERIOD: FROM BUDGET PERIOD: FROM 6. AWARD DATE 7. ACTION Supplemental 09/27/2019 TO TO 10/01/2018 10/01/2018 09/30/2020 09/30/2020 OJP FORM 4000/2 (REV. 5-87) PREVIOUS EDITIONS ARE OBSOLETE. OJP FORM 4000/2 (REV. 4-88) 19. SIGNATURE OF AUTHORIZED RECIPIENT OFFICIAL 19A. DATE17. SIGNATURE OF APPROVING OFFICIAL 17 AWARD CONTINUATION SHEET Cooperative Agreement PAGE 2 OF U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention AWARD DATE 09/27/2019PROJECT NUMBER 2018-MC-FX-K065 SPECIAL CONDITIONS Requirements of the award; remedies for non-compliance or for materially false statements The conditions of this award are material requirements of the award. Compliance with any assurances or certifications submitted by or on behalf of the recipient that relate to conduct during the period of performance also is a material requirement of this award. By signing and accepting this award on behalf of the recipient, the authorized recipient official accepts all material requirements of the award, and specifically adopts all such assurances or certifications as if personally executed by the authorized recipient official. Failure to comply with any one or more of these award requirements -- whether a condition set out in full below, a condition incorporated by reference below, or an assurance or certification related to conduct during the award period - - may result in the Office of Justice Programs ("OJP") taking appropriate action with respect to the recipient and the award. Among other things, the OJP may withhold award funds, disallow costs, or suspend or terminate the award. The U.S. Department of Justice ("DOJ"), including OJP, also may take other legal action as appropriate. Any materially false, fictitious, or fraudulent statement to the federal government related to this award (or concealment or omission of a material fact) may be the subject of criminal prosecution (including under 18 U.S.C. 1001 and/or 1621, and/or 34 U.S.C. 10271-10273), and also may lead to imposition of civil penalties and administrative remedies for false claims or otherwise (including under 31 U.S.C. 3729-3730 and 3801-3812). Should any provision of a requirement of this award be held to be invalid or unenforceable by its terms, that provision shall first be applied with a limited construction so as to give it the maximum effect permitted by law. Should it be held, instead, that the provision is utterly invalid or -unenforceable, such provision shall be deemed severable from this award. Applicability of Part 200 Uniform Requirements The Uniform Administrative Requirements, Cost Principles, and Audit Requirements in 2 C.F.R. Part 200, as adopted and supplemented by DOJ in 2 C.F.R. Part 2800 (together, the "Part 200 Uniform Requirements") apply to this FY 2019 award from OJP. The Part 200 Uniform Requirements were first adopted by DOJ on December 26, 2014. If this FY 2019 award supplements funds previously awarded by OJP under the same award number (e.g., funds awarded during or before December 2014), the Part 200 Uniform Requirements apply with respect to all funds under that award number (regardless of the award date, and regardless of whether derived from the initial award or a supplemental award) that are obligated on or after the acceptance date of this FY 2019 award. For more information and resources on the Part 200 Uniform Requirements as they relate to OJP awards and subawards ("subgrants"), see the OJP website at https://ojp.gov/funding/Part200UniformRequirements.htm. Record retention and access: Records pertinent to the award that the recipient (and any subrecipient ("subgrantee") at any tier) must retain -- typically for a period of 3 years from the date of submission of the final expenditure report (SF 425), unless a different retention period applies -- and to which the recipient (and any subrecipient ("subgrantee") at any tier) must provide access, include performance measurement information, in addition to the financial records, supporting documents, statistical records, and other pertinent records indicated at 2 C.F.R. 200.333. In the event that an award-related question arises from documents or other materials prepared or distributed by OJP that may appear to conflict with, or differ in some way from, the provisions of the Part 200 Uniform Requirements, the recipient is to contact OJP promptly for clarification. 1. 2. OJP FORM 4000/2 (REV. 4-88) 17 ,QLWLDOBBBBBBBBBBBBB AWARD CONTINUATION SHEET Cooperative Agreement PAGE 3 OF U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention AWARD DATE 09/27/2019PROJECT NUMBER 2018-MC-FX-K065 SPECIAL CONDITIONS Compliance with DOJ Grants Financial Guide References to the DOJ Grants Financial Guide are to the DOJ Grants Financial Guide as posted on the OJP website (currently, the "DOJ Grants Financial Guide" available at https://ojp.gov/financialguide/DOJ/index.htm), including any updated version that may be posted during the period of performance. The recipient agrees to comply with the DOJ Grants Financial Guide. Reclassification of various statutory provisions to a new Title 34 of the United States Code On September 1, 2017, various statutory provisions previously codified elsewhere in the U.S. Code were editorially reclassified (that is, moved and renumbered) to a new Title 34, entitled "Crime Control and Law Enforcement." The reclassification encompassed a number of statutory provisions pertinent to OJP awards (that is, OJP grants and cooperative agreements), including many provisions previously codified in Title 42 of the U.S. Code. Effective as of September 1, 2017, any reference in this award document to a statutory provision that has been reclassified to the new Title 34 of the U.S. Code is to be read as a reference to that statutory provision as reclassified to Title 34. This rule of construction specifically includes references set out in award conditions, references set out in material incorporated by reference through award conditions, and references set out in other award requirements. Required training for Point of Contact and all Financial Points of Contact Both the Point of Contact (POC) and all Financial Points of Contact (FPOCs) for this award must have successfully completed an "OJP financial management and grant administration training" by 120 days after the date of the recipient's acceptance of the award. Successful completion of such a training on or after January 1, 2017, will satisfy this condition. In the event that either the POC or an FPOC for this award changes during the period of performance, the new POC or FPOC must have successfully completed an "OJP financial management and grant administration training" by 120 calendar days after -- (1) the date of OJP's approval of the "Change Grantee Contact" GAN (in the case of a new POC), or (2) the date the POC enters information on the new FPOC in GMS (in the case of a new FPOC). Successful completion of such a training on or after January 1, 2017, will satisfy this condition. A list of OJP trainings that OJP will consider "OJP financial management and grant administration training" for purposes of this condition is available at https://www.ojp.gov/training/fmts.htm. All trainings that satisfy this condition include a session on grant fraud prevention and detection The recipient should anticipate that OJP will immediately withhold ("freeze") award funds if the recipient fails to comply with this condition. The recipient's failure to comply also may lead OJP to impose additional appropriate conditions on this award. Requirements related to "de minimis" indirect cost rate A recipient that is eligible under the Part 200 Uniform Requirements and other applicable law to use the "de minimis" indirect cost rate described in 2 C.F.R. 200.414(f), and that elects to use the "de minimis" indirect cost rate, must advise OJP in writing of both its eligibility and its election, and must comply with all associated requirements in the Part 200 Uniform Requirements. The "de minimis" rate may be applied only to modified total direct costs (MTDC) as defined by the Part 200 Uniform Requirements. 3. 4. 5. 6. OJP FORM 4000/2 (REV. 4-88) 17 ,QLWLDOBBBBBBBBBBBBB AWARD CONTINUATION SHEET Cooperative Agreement PAGE 4 OF U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention AWARD DATE 09/27/2019PROJECT NUMBER 2018-MC-FX-K065 SPECIAL CONDITIONS Requirement to report potentially duplicative funding If the recipient currently has other active awards of federal funds, or if the recipient receives any other award of federal funds during the period of performance for this award, the recipient promptly must determine whether funds from any of those other federal awards have been, are being, or are to be used (in whole or in part) for one or more of the identical cost items for which funds are provided under this award. If so, the recipient must promptly notify the DOJ awarding agency (OJP or OVW, as appropriate) in writing of the potential duplication, and, if so requested by the DOJ awarding agency, must seek a budget-modification or change-of-project-scope grant adjustment notice (GAN) to eliminate any inappropriate duplication of funding. Requirements related to System for Award Management and Universal Identifier Requirements The recipient must comply with applicable requirements regarding the System for Award Management (SAM), currently accessible at https://www.sam.gov/. This includes applicable requirements regarding registration with SAM, as well as maintaining the currency of information in SAM. The recipient also must comply with applicable restrictions on subawards ("subgrants") to first-tier subrecipients (first-tier "subgrantees"), including restrictions on subawards to entities that do not acquire and provide (to the recipient) the unique entity identifier required for SAM registration. The details of the recipient's obligations related to SAM and to unique entity identifiers are posted on the OJP web site at https://ojp.gov/funding/Explore/SAM.htm (Award condition: System for Award Management (SAM) and Universal Identifier Requirements), and are incorporated by reference here. This condition does not apply to an award to an individual who received the award as a natural person (i.e., unrelated to any business or non-profit organization that he or she may own or operate in his or her name). 7. 8. OJP FORM 4000/2 (REV. 4-88) 17 ,QLWLDOBBBBBBBBBBBBB AWARD CONTINUATION SHEET Cooperative Agreement PAGE 5 OF U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention AWARD DATE 09/27/2019PROJECT NUMBER 2018-MC-FX-K065 SPECIAL CONDITIONS Employment eligibility verification for hiring under the award 1. The recipient (and any subrecipient at any tier) must-- A. Ensure that, as part of the hiring process for any position within the United States that is or will be funded (in whole or in part) with award funds, the recipient (or any subrecipient) properly verifies the employment eligibility of the individual who is being hired, consistent with the provisions of 8 U.S.C. 1324a(a)(1) and (2). B. Notify all persons associated with the recipient (or any subrecipient) who are or will be involved in activities under this award of both-- (1) this award requirement for verification of employment eligibility, and (2) the associated provisions in 8 U.S.C. 1324a(a)(1) and (2) that, generally speaking, make it unlawful, in the United States, to hire (or recruit for employment) certain aliens. C. Provide training (to the extent necessary) to those persons required by this condition to be notified of the award requirement for employment eligibility verification and of the associated provisions of 8 U.S.C. 1324a(a)(1) and (2). D. As part of the recordkeeping for the award (including pursuant to the Part 200 Uniform Requirements), maintain records of all employment eligibility verifications pertinent to compliance with this award condition in accordance with Form I-9 record retention requirements, as well as records of all pertinent notifications and trainings. 2. Monitoring The recipient's monitoring responsibilities include monitoring of subrecipient compliance with this condition. 3. Allowable costs To the extent that such costs are not reimbursed under any other federal program, award funds may be obligated for the reasonable, necessary, and allocable costs (if any) of actions designed to ensure compliance with this condition. 4. Rules of construction A. Staff involved in the hiring process For purposes of this condition, persons "who are or will be involved in activities under this award" specifically includes (without limitation) any and all recipient (or any subrecipient) officials or other staff who are or will be involved in the hiring process with respect to a position that is or will be funded (in whole or in part) with award funds. B. Employment eligibility confirmation with E-Verify For purposes of satisfying the requirement of this condition regarding verification of employment eligibility, the recipient (or any subrecipient) may choose to participate in, and use, E-Verify (www.e-verify.gov), provided an appropriate person authorized to act on behalf of the recipient (or subrecipient) uses E-Verify (and follows the proper E-Verify procedures, including in the event of a "Tentative Nonconfirmation" or a "Final Nonconfirmation") to confirm employment eligibility for each hiring for a position in the United States that is or will be funded (in whole or in part) with award funds. C. "United States" specifically includes the District of Columbia, Puerto Rico, Guam, the Virgin Islands of the United States, and the Commonwealth of the Northern Mariana Islands. D. Nothing in this condition shall be understood to authorize or require any recipient, any subrecipient at any tier, or 9. OJP FORM 4000/2 (REV. 4-88) 17 ,QLWLDOBBBBBBBBBBBBB AWARD CONTINUATION SHEET Cooperative Agreement PAGE 6 OF U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention AWARD DATE 09/27/2019PROJECT NUMBER 2018-MC-FX-K065 SPECIAL CONDITIONS any person or other entity, to violate any federal law, including any applicable civil rights or nondiscrimination law. E. Nothing in this condition, including in paragraph 4.B., shall be understood to relieve any recipient, any subrecipient at any tier, or any person or other entity, of any obligation otherwise imposed by law, including 8 U.S.C. 1324a(a)(1) and (2). Questions about E-Verify should be directed to DHS. For more information about E-Verify visit the E-Verify website (https://www.e-verify.gov/) or email E-Verify at E-Verify@dhs.gov. E-Verify employer agents can email E- Verify at E-VerifyEmployerAgent@dhs.gov. Questions about the meaning or scope of this condition should be directed to OJP, before award acceptance. Requirement to report actual or imminent breach of personally identifiable information (PII) The recipient (and any "subrecipient" at any tier) must have written procedures in place to respond in the event of an actual or imminent "breach" (OMB M-17-12) if it (or a subrecipient) -- (1) creates, collects, uses, processes, stores, maintains, disseminates, discloses, or disposes of "personally identifiable information (PII)" (2 CFR 200.79) within the scope of an OJP grant-funded program or activity, or (2) uses or operates a "Federal information system" (OMB Circular A-130). The recipient's breach procedures must include a requirement to report actual or imminent breach of PII to an OJP Program Manager no later than 24 hours after an occurrence of an actual breach, or the detection of an imminent breach. All subawards ("subgrants") must have specific federal authorization The recipient, and any subrecipient ("subgrantee") at any tier, must comply with all applicable requirements for authorization of any subaward. This condition applies to agreements that -- for purposes of federal grants administrative requirements -- OJP considers a "subaward" (and therefore does not consider a procurement "contract"). The details of the requirement for authorization of any subaward are posted on the OJP web site at https://ojp.gov/funding/Explore/SubawardAuthorization.htm (Award condition: All subawards ("subgrants") must have specific federal authorization), and are incorporated by reference here. Specific post-award approval required to use a noncompetitive approach in any procurement contract that would exceed $250,000 The recipient, and any subrecipient ("subgrantee") at any tier, must comply with all applicable requirements to obtain specific advance approval to use a noncompetitive approach in any procurement contract that would exceed the Simplified Acquisition Threshold (currently, $250,000). This condition applies to agreements that -- for purposes of federal grants administrative requirements -- OJP considers a procurement "contract" (and therefore does not consider a subaward). The details of the requirement for advance approval to use a noncompetitive approach in a procurement contract under an OJP award are posted on the OJP web site at https://ojp.gov/funding/Explore/NoncompetitiveProcurement.htm (Award condition: Specific post-award approval required to use a noncompetitive approach in a procurement contract (if contract would exceed $250,000)), and are incorporated by reference here. 10. 11. 12. OJP FORM 4000/2 (REV. 4-88) 17 ,QLWLDOBBBBBBBBBBBBB AWARD CONTINUATION SHEET Cooperative Agreement PAGE 7 OF U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention AWARD DATE 09/27/2019PROJECT NUMBER 2018-MC-FX-K065 SPECIAL CONDITIONS Unreasonable restrictions on competition under the award; association with federal government SCOPE. This condition applies with respect to any procurement of property or services that is funded (in whole or in part) by this award, whether by the recipient or by any subrecipient at any tier, and regardless of the dollar amount of the purchase or acquisition, the method of procurement, or the nature of any legal instrument used. The provisions of this condition must be among those included in any subaward (at any tier). 1. No discrimination, in procurement transactions, against associates of the federal government Consistent with the (DOJ) Part 200 Uniform Requirements -- including as set out at 2 C.F.R. 200.300 (requiring awards to be "manage[d] and administer[ed] in a manner so as to ensure that Federal funding is expended and associated programs are implemented in full accordance with U.S. statutory and public policy requirements") and 200.319(a) (generally requiring "[a]ll procurement transactions [to] be conducted in a manner providing full and open competition" and forbidding practices "restrictive of competition," such as "[p]lacing unreasonable requirements on firms in order for them to qualify to do business" and taking "[a]ny arbitrary action in the procurement process") -- no recipient (or subrecipient, at any tier) may (in any procurement transaction) discriminate against any person or entity on the basis of such person or entity's status as an "associate of the federal government" (or on the basis of such person or entity's status as a parent, affiliate, or subsidiary of such an associate), except as expressly set out in 2 C.F.R. 200.319(a) or as specifically authorized by USDOJ. 2. Monitoring The recipient's monitoring responsibilities include monitoring of subrecipient compliance with this condition. 3. Allowable costs To the extent that such costs are not reimbursed under any other federal program, award funds may be obligated for the reasonable, necessary, and allocable costs (if any) of actions designed to ensure compliance with this condition. 4. Rules of construction A. The term "associate of the federal government" means any person or entity engaged or employed (in the past or at present) by or on behalf of the federal government -- as an employee, contractor or subcontractor (at any tier), grant recipient or -subrecipient (at any tier), agent, or otherwise -- in undertaking any work, project, or activity for or on behalf of (or in providing goods or services to or on behalf of) the federal government, and includes any applicant for such employment or engagement, and any person or entity committed by legal instrument to undertake any such work, project, or activity (or to provide such goods or services) in future. B. Nothing in this condition shall be understood to authorize or require any recipient, any subrecipient at any tier, or any person or other entity, to violate any federal law, including any applicable civil rights or nondiscrimination law. 13. OJP FORM 4000/2 (REV. 4-88) 17 ,QLWLDOBBBBBBBBBBBBB AWARD CONTINUATION SHEET Cooperative Agreement PAGE 8 OF U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention AWARD DATE 09/27/2019PROJECT NUMBER 2018-MC-FX-K065 SPECIAL CONDITIONS Requirements pertaining to prohibited conduct related to trafficking in persons (including reporting requirements and OJP authority to terminate award) The recipient, and any subrecipient ("subgrantee") at any tier, must comply with all applicable requirements (including requirements to report allegations) pertaining to prohibited conduct related to the trafficking of persons, whether on the part of recipients, subrecipients ("subgrantees"), or individuals defined (for purposes of this condition) as "employees" of the recipient or of any subrecipient. The details of the recipient's obligations related to prohibited conduct related to trafficking in persons are posted on the OJP web site at https://ojp.gov/funding/Explore/ProhibitedConduct-Trafficking.htm (Award condition: Prohibited conduct by recipients and subrecipients related to trafficking in persons (including reporting requirements and OJP authority to terminate award)), and are incorporated by reference here. Determination of suitability to interact with participating minors SCOPE. This condition applies to this award if it is indicated -- in the application for the award (as approved by DOJ)(or in the application for any subaward, at any tier), the DOJ funding announcement (solicitation), or an associated federal statute -- that a purpose of some or all of the activities to be carried out under the award (whether by the recipient, or a subrecipient at any tier) is to benefit a set of individuals under 18 years of age. The recipient, and any subrecipient at any tier, must make determinations of suitability before certain individuals may interact with participating minors. This requirement applies regardless of an individual's employment status. The details of this requirement are posted on the OJP web site at https://ojp.gov/funding/Explore/Interact-Minors.htm (Award condition: Determination of suitability required, in advance, for certain individuals who may interact with participating minors), and are incorporated by reference here. Compliance with applicable rules regarding approval, planning, and reporting of conferences, meetings, trainings, and other events The recipient, and any subrecipient ("subgrantee") at any tier, must comply with all applicable laws, regulations, policies, and official DOJ guidance (including specific cost limits, prior approval and reporting requirements, where applicable) governing the use of federal funds for expenses related to conferences (as that term is defined by DOJ), including the provision of food and/or beverages at such conferences, and costs of attendance at such conferences. Information on the pertinent DOJ definition of conferences and the rules applicable to this award appears in the DOJ Grants Financial Guide (currently, as section 3.10 of "Postaward Requirements" in the "DOJ Grants Financial Guide"). Requirement for data on performance and effectiveness under the award The recipient must collect and maintain data that measure the performance and effectiveness of work under this award. The data must be provided to OJP in the manner (including within the timeframes) specified by OJP in the program solicitation or other applicable written guidance. Data collection supports compliance with the Government Performance and Results Act (GPRA) and the GPRA Modernization Act of 2010, and other applicable laws. OJP Training Guiding Principles Any training or training materials that the recipient -- or any subrecipient ("subgrantee") at any tier -- develops or delivers with OJP award funds must adhere to the OJP Training Guiding Principles for Grantees and Subgrantees, available at https://ojp.gov/funding/Implement/TrainingPrinciplesForGrantees-Subgrantees.htm. 14. 15. 16. 17. 18. OJP FORM 4000/2 (REV. 4-88) 17 ,QLWLDOBBBBBBBBBBBBB AWARD CONTINUATION SHEET Cooperative Agreement PAGE 9 OF U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention AWARD DATE 09/27/2019PROJECT NUMBER 2018-MC-FX-K065 SPECIAL CONDITIONS Effect of failure to address audit issues The recipient understands and agrees that the DOJ awarding agency (OJP or OVW, as appropriate) may withhold award funds, or may impose other related requirements, if (as determined by the DOJ awarding agency) the recipient does not satisfactorily and promptly address outstanding issues from audits required by the Part 200 Uniform Requirements (or by the terms of this award), or other outstanding issues that arise in connection with audits, investigations, or reviews of DOJ awards. Potential imposition of additional requirements The recipient agrees to comply with any additional requirements that may be imposed by the DOJ awarding agency (OJP or OVW, as appropriate) during the period of performance for this award, if the recipient is designated as "high- risk" for purposes of the DOJ high-risk grantee list. Compliance with DOJ regulations pertaining to civil rights and nondiscrimination - 28 C.F.R. Part 42 The recipient, and any subrecipient ("subgrantee") at any tier, must comply with all applicable requirements of 28 C.F.R. Part 42, specifically including any applicable requirements in Subpart E of 28 C.F.R. Part 42 that relate to an equal employment opportunity program. Compliance with DOJ regulations pertaining to civil rights and nondiscrimination - 28 C.F.R. Part 54 The recipient, and any subrecipient ("subgrantee") at any tier, must comply with all applicable requirements of 28 C.F.R. Part 54, which relates to nondiscrimination on the basis of sex in certain "education programs." Compliance with DOJ regulations pertaining to civil rights and nondiscrimination - 28 C.F.R. Part 38 The recipient, and any subrecipient ("subgrantee") at any tier, must comply with all applicable requirements of 28 C.F.R. Part 38 (as may be applicable from time to time), specifically including any applicable requirements regarding written notice to program beneficiaries and prospective program beneficiaries. Currently, among other things, 28 C.F.R. Part 38 includes rules that prohibit specific forms of discrimination on the basis of religion, a religious belief, a refusal to hold a religious belief, or refusal to attend or participate in a religious practice. Part 38, currently, also sets out rules and requirements that pertain to recipient and subrecipient ("subgrantee") organizations that engage in or conduct explicitly religious activities, as well as rules and requirements that pertain to recipients and subrecipients that are faith-based or religious organizations. The text of 28 C.F.R. Part 38 is available via the Electronic Code of Federal Regulations (currently accessible at https://www.ecfr.gov/cgi-bin/ECFR?page=browse), by browsing to Title 28-Judicial Administration, Chapter 1, Part 38, under e-CFR "current" data. 19. 20. 21. 22. 23. OJP FORM 4000/2 (REV. 4-88) 17 ,QLWLDOBBBBBBBBBBBBB AWARD CONTINUATION SHEET Cooperative Agreement PAGE 10 OF U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention AWARD DATE 09/27/2019PROJECT NUMBER 2018-MC-FX-K065 SPECIAL CONDITIONS Restrictions on "lobbying" In general, as a matter of federal law, federal funds awarded by OJP may not be used by the recipient, or any subrecipient ("subgrantee") at any tier, either directly or indirectly, to support or oppose the enactment, repeal, modification, or adoption of any law, regulation, or policy, at any level of government. See 18 U.S.C. 1913. (There may be exceptions if an applicable federal statute specifically authorizes certain activities that otherwise would be barred by law.) Another federal law generally prohibits federal funds awarded by OJP from being used by the recipient, or any subrecipient at any tier, to pay any person to influence (or attempt to influence) a federal agency, a Member of Congress, or Congress (or an official or employee of any of them) with respect to the awarding of a federal grant or cooperative agreement, subgrant, contract, subcontract, or loan, or with respect to actions such as renewing, extending, or modifying any such award. See 31 U.S.C. 1352. Certain exceptions to this law apply, including an exception that applies to Indian tribes and tribal organizations. Should any question arise as to whether a particular use of federal funds by a recipient (or subrecipient) would or might fall within the scope of these prohibitions, the recipient is to contact OJP for guidance, and may not proceed without the express prior written approval of OJP. Compliance with general appropriations-law restrictions on the use of federal funds (FY 2019) The recipient, and any subrecipient ("subgrantee") at any tier, must comply with all applicable restrictions on the use of federal funds set out in federal appropriations statutes. Pertinent restrictions, including from various "general provisions" in the Consolidated Appropriations Act, 2019, are set out at https://ojp.gov/funding/Explore/FY19AppropriationsRestrictions.htm, and are incorporated by reference here. Should a question arise as to whether a particular use of federal funds by a recipient (or a subrecipient) would or might fall within the scope of an appropriations-law restriction, the recipient is to contact OJP for guidance, and may not proceed without the express prior written approval of OJP. Reporting potential fraud, waste, and abuse, and similar misconduct The recipient and any subrecipients ("subgrantees") must promptly refer to the DOJ Office of the Inspector General (OIG) any credible evidence that a principal, employee, agent, subrecipient, contractor, subcontractor, or other person has, in connection with funds under this award -- (1) submitted a claim that violates the False Claims Act; or (2) committed a criminal or civil violation of laws pertaining to fraud, conflict of interest, bribery, gratuity, or similar misconduct. Potential fraud, waste, abuse, or misconduct involving or relating to funds under this award should be reported to the OIG by--(1) online submission accessible via the OIG webpage at https://oig.justice.gov/hotline/contact-grants.htm (select "Submit Report Online"); (2) mail directed to: Office of the Inspector General, U.S. Department of Justice, Investigations Division, 1425 New York Avenue, N.W. Suite 7100, Washington, DC 20530; and/or (3) by facsimile directed to the DOJ OIG Fraud Detection Office (Attn: Grantee Reporting) at (202) 616-9881 (fax). Additional information is available from the DOJ OIG website at https://oig.justice.gov/hotline. 24. 25. 26. OJP FORM 4000/2 (REV. 4-88) 17 ,QLWLDOBBBBBBBBBBBBB AWARD CONTINUATION SHEET Cooperative Agreement PAGE 11 OF U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention AWARD DATE 09/27/2019PROJECT NUMBER 2018-MC-FX-K065 SPECIAL CONDITIONS Restrictions and certifications regarding non-disclosure agreements and related matters No recipient or subrecipient ("subgrantee") under this award, or entity that receives a procurement contract or subcontract with any funds under this award, may require any employee or contractor to sign an internal confidentiality agreement or statement that prohibits or otherwise restricts, or purports to prohibit or restrict, the reporting (in accordance with law) of waste, fraud, or abuse to an investigative or law enforcement representative of a federal department or agency authorized to receive such information. The foregoing is not intended, and shall not be understood by the agency making this award, to contravene requirements applicable to Standard Form 312 (which relates to classified information), Form 4414 (which relates to sensitive compartmented information), or any other form issued by a federal department or agency governing the nondisclosure of classified information. 1. In accepting this award, the recipient-- a. represents that it neither requires nor has required internal confidentiality agreements or statements from employees or contractors that currently prohibit or otherwise currently restrict (or purport to prohibit or restrict) employees or contractors from reporting waste, fraud, or abuse as described above; and b. certifies that, if it learns or is notified that it is or has been requiring its employees or contractors to execute agreements or statements that prohibit or otherwise restrict (or purport to prohibit or restrict), reporting of waste, fraud, or abuse as described above, it will immediately stop any further obligations of award funds, will provide prompt written notification to the federal agency making this award, and will resume (or permit resumption of) such obligations only if expressly authorized to do so by that agency. 2. If the recipient does or is authorized under this award to make subawards ("subgrants"), procurement contracts, or both-- a. it represents that-- (1) it has determined that no other entity that the recipient's application proposes may or will receive award funds (whether through a subaward ("subgrant"), procurement contract, or subcontract under a procurement contract) either requires or has required internal confidentiality agreements or statements from employees or contractors that currently prohibit or otherwise currently restrict (or purport to prohibit or restrict) employees or contractors from reporting waste, fraud, or abuse as described above; and (2) it has made appropriate inquiry, or otherwise has an adequate factual basis, to support this representation; and b. it certifies that, if it learns or is notified that any subrecipient, contractor, or subcontractor entity that receives funds under this award is or has been requiring its employees or contractors to execute agreements or statements that prohibit or otherwise restrict (or purport to prohibit or restrict), reporting of waste, fraud, or abuse as described above, it will immediately stop any further obligations of award funds to or by that entity, will provide prompt written notification to the federal agency making this award, and will resume (or permit resumption of) such obligations only if expressly authorized to do so by that agency. 27. OJP FORM 4000/2 (REV. 4-88) 17 ,QLWLDOBBBBBBBBBBBBB AWARD CONTINUATION SHEET Cooperative Agreement PAGE 12 OF U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention AWARD DATE 09/27/2019PROJECT NUMBER 2018-MC-FX-K065 SPECIAL CONDITIONS Compliance with 41 U.S.C. 4712 (including prohibitions on reprisal; notice to employees) The recipient (and any subrecipient at any tier) must comply with, and is subject to, all applicable provisions of 41 U.S.C. 4712, including all applicable provisions that prohibit, under specified circumstances, discrimination against an employee as reprisal for the employee's disclosure of information related to gross mismanagement of a federal grant, a gross waste of federal funds, an abuse of authority relating to a federal grant, a substantial and specific danger to public health or safety, or a violation of law, rule, or regulation related to a federal grant. The recipient also must inform its employees, in writing (and in the predominant native language of the workforce), of employee rights and remedies under 41 U.S.C. 4712. Should a question arise as to the applicability of the provisions of 41 U.S.C. 4712 to this award, the recipient is to contact the DOJ awarding agency (OJP or OVW, as appropriate) for guidance. Encouragement of policies to ban text messaging while driving Pursuant to Executive Order 13513, "Federal Leadership on Reducing Text Messaging While Driving," 74 Fed. Reg. 51225 (October 1, 2009), DOJ encourages recipients and subrecipients ("subgrantees") to adopt and enforce policies banning employees from text messaging while driving any vehicle during the course of performing work funded by this award, and to establish workplace safety policies and conduct education, awareness, and other outreach to decrease crashes caused by distracted drivers. Requirement to disclose whether recipient is designated "high risk" by a federal grant-making agency outside of DOJ If the recipient is designated "high risk" by a federal grant-making agency outside of DOJ, currently or at any time during the course of the period of performance under this award, the recipient must disclose that fact and certain related information to OJP by email at OJP.ComplianceReporting@ojp.usdoj.gov. For purposes of this disclosure, high risk includes any status under which a federal awarding agency provides additional oversight due to the recipient's past performance, or other programmatic or financial concerns with the recipient. The recipient's disclosure must include the following: 1. The federal awarding agency that currently designates the recipient high risk, 2. The date the recipient was designated high risk, 3. The high-risk point of contact at that federal awarding agency (name, phone number, and email address), and 4. The reasons for the high-risk status, as set out by the federal awarding agency. Prior to the expenditure of confidential funds, the recipient and any subrecipients agree to sign a certification that the recipient (or the subrecipient, as applicable) has read, understands, and agrees to abide by all of the conditions pertaining to confidential fund expenditures set forth in the DOJ Grants Financial Guide. ICAC Annual Reports The recipient agrees to submit annual reports to OJP that set forth the following: (A) The number of law enforcement agencies participating in Internet crimes against children program standards established by the task force. (B) Staffing levels of the task force, including the number of investigators, prosecutors, education specialists, and forensic specialists dedicated to investigating and prosecuting Internet crimes against children. The recipient agrees to forward reports of ICAC Task Force Program Monthly Performance Measures to the OJJDP- designated site. The recipient agrees to comply with the OJJDP approved ICAC Task Force Operational and Investigative Standards 28. 29. 30. 31. 32. 33. 34. OJP FORM 4000/2 (REV. 4-88) 17 ,QLWLDOBBBBBBBBBBBBB AWARD CONTINUATION SHEET Cooperative Agreement PAGE 13 OF U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention AWARD DATE 09/27/2019PROJECT NUMBER 2018-MC-FX-K065 SPECIAL CONDITIONS Justification of consultant rate Approval of this award does not indicate approval of any consultant rate in excess of $650 per day. A detailed justification must be submitted to and approved by the OJP program office prior to obligation or expenditure of such funds. Copyright; Data rights The recipient acknowledges that OJP reserves a royalty-free, non-exclusive, and irrevocable license to reproduce, publish, or otherwise use, and authorize others to use (in whole or in part, including in connection with derivative works), for Federal purposes: (1) any work subject to copyright developed under an award or subaward (at any tier); and (2) any rights of copyright to which a recipient or subrecipient (at any tier) purchases ownership with Federal support. The recipient acknowledges that OJP has the right to (1) obtain, reproduce, publish, or otherwise use the data first produced under any such award or subaward; and (2) authorize others to receive, reproduce, publish, or otherwise use such data for Federal purposes. "Data" includes data as defined in Federal Acquisition Regulation (FAR) provision 52.227-14 (Rights in Data - General). It is the responsibility of the recipient (and of each subrecipient (at any tier), if applicable) to ensure that the provisions of this condition are included in any subaward (at any tier) under this award. The recipient has the responsibility to obtain from subrecipients, contractors, and subcontractors (if any) all rights and data necessary to fulfill the recipient's obligations to the Government under this award. If a proposed subrecipient, contractor, or subcontractor refuses to accept terms affording the Government such rights, the recipient shall promptly bring such refusal to the attention of the OJP program manager for the award and not proceed with the agreement in question without further authorization from the OJP program office. FFATA reporting: Subawards and executive compensation The recipient must comply with applicable requirements to report first-tier subawards ("subgrants") of $25,000 or more and, in certain circumstances, to report the names and total compensation of the five most highly compensated executives of the recipient and first-tier subrecipients (first-tier "subgrantees") of award funds. The details of recipient obligations, which derive from the Federal Funding Accountability and Transparency Act of 2006 (FFATA), are posted on the OJP web site at https://ojp.gov/funding/Explore/FFATA.htm (Award condition: Reporting Subawards and Executive Compensation), and are incorporated by reference here. This condition, including its reporting requirement, does not apply to-- (1) an award of less than $25,000, or (2) an award made to an individual who received the award as a natural person (i.e., unrelated to any business or non-profit organization that he or she may own or operate in his or her name). The Project Director and key program personnel designated in the application shall be replaced only for compelling reasons. Successors to key personnel must be approved, and such approval is contingent upon submission of appropriate information, including, but not limited to, a resume. OJP will not unreasonably withhold approval. Changes in other program personnel require only notification to OJP and submission of resumes, unless otherwise designated in the award document. 35. 36. 37. 38. OJP FORM 4000/2 (REV. 4-88) 17 ,QLWLDOBBBBBBBBBBBBB AWARD CONTINUATION SHEET Cooperative Agreement PAGE 14 OF U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention AWARD DATE 09/27/2019PROJECT NUMBER 2018-MC-FX-K065 SPECIAL CONDITIONS With respect to this award, federal funds may not be used to pay cash compensation (salary plus bonuses) to any employee of the award recipient at a rate that exceeds 110% of the maximum annual salary payable to a member of the federal government's Senior Executive Service (SES) at an agency with a Certified SES Performance Appraisal System for that year. (An award recipient may compensate an employee at a higher rate, provided the amount in excess of this compensation limitation is paid with non-federal funds.) This limitation on compensation rates allowable under this award may be waived on an individual basis at the discretion of the OJP official indicated in the program announcement under which this award is made. The recipient agrees to submit a final report at the end of this award documenting all relevant project activities during the entire period of support under this award. This report will include detailed information about the project(s) funded, including, but not limited to, information about how the funds were actually used for each purpose area, data to support statements of progress, and data concerning individual results and outcomes of funded projects reflecting project successes and impacts. The final report is due no later than 90 days following the close of this award period or the expiration of any extension periods. This report will be submitted to the Office of Justice Programs, on-line through the Internet at https://grants.ojp.usdoj.gov/. The recipient agrees that it will submit quarterly financial status reports to OJP on-line (at https://grants.ojp.usdoj.gov) using the SF 425 Federal Financial Report form (available for viewing at https://www.gsa.gov/forms-library/federal- financial-report), not later than 30 days after the end of each calendar quarter. The final report shall be submitted not later than 90 days following the end of the award period. The recipient shall submit semiannual progress reports. Progress reports shall be submitted within 30 days after the end of the reporting periods, which are June 30 and December 31, for the life of the award. These reports will be submitted to the Office of Justice Programs, on-line through the Internet at https://grants.ojp.usdoj.gov/. The Office of Juvenile Justice and Delinquency Prevention has elected to enter into a Cooperative Agreement rather than a grant with the recipient. This decision reflects the mutual interest of the recipient and OJJDP in the operation of the project as well as the anticipated level of Federal involvement in this project. OJJDP's participatory role in the project is as follows: a. Review and approve major work plans, including changes to such plans, and key decisions pertaining to project operations. b. Review and approve major project generated documents and materials used in the provision of project services. Provide guidance in significant project planning meetings, and participate in project sponsored training events or conferences. 39. 40. 41. 42. 43. OJP FORM 4000/2 (REV. 4-88) 17 ,QLWLDOBBBBBBBBBBBBB AWARD CONTINUATION SHEET Cooperative Agreement PAGE 15 OF U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention AWARD DATE 09/27/2019PROJECT NUMBER 2018-MC-FX-K065 SPECIAL CONDITIONS Within 45 calendar days after the end of any conference, meeting, retreat, seminar, symposium, training activity, or similar event funded under this award, and the total cost of which exceeds $20,000 in award funds, the recipient must provide the program manager with the following information and itemized costs: 1) name of event; 2) event dates; 3) location of event; 4) number of federal attendees; 5) number of non-federal attendees; 6) costs of event space, including rooms for break-out sessions; 7) costs of audio visual services; 8) other equipment costs (e.g., computer fees, telephone fees); 9) costs of printing and distribution; 10) costs of meals provided during the event; 11) costs of refreshments provided during the event; 12) costs of event planner; 13) costs of event facilitators; and 14) any other costs associated with the event. The recipient must also itemize and report any of the following attendee (including participants, presenters, speakers) costs that are paid or reimbursed with cooperative agreement funds: 1) meals and incidental expenses (M&IE portion of per diem); 2) lodging; 3) transportation to/from event location (e.g., common carrier, Privately Owned Vehicle (POV)); and, 4) local transportation (e.g., rental car, POV) at event location. Note that if any item is paid for with registration fees, or any other non-award funding, then that portion of the expense does not need to be reported. Further instructions regarding the submission of this data, and how to determine costs, are available in the OJP Financial Guide Conference Cost Chapter. 44. OJP FORM 4000/2 (REV. 4-88) 17 ,QLWLDOBBBBBBBBBBBBB AWARD CONTINUATION SHEET Cooperative Agreement PAGE 16 OF U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention AWARD DATE 09/27/2019PROJECT NUMBER 2018-MC-FX-K065 SPECIAL CONDITIONS Any Web site that is funded in whole or in part under this award must include the following statement on the home page, on all major entry pages (i.e., pages (exclusive of documents) whose primary purpose is to navigate the user to interior content), and on any pages from which a visitor may access or use a Web-based service, including any pages that provide results or outputs from the service: "This Web site is funded [insert "in part," if applicable] through a grant from the [insert name of OJP component], Office of Justice Programs, U.S. Department of Justice. Neither the U.S. Department of Justice nor any of its components operate, control, are responsible for, or necessarily endorse, this Web site (including, without limitation, its content, technical infrastructure, and policies, and any services or tools provided)." The full text of the foregoing statement must be clearly visible on the home page. On other pages, the statement may be included through a link, entitled "Notice of Federal Funding and Federal Disclaimer," to the full text of the statement. The recipient may not obligate, expend or draw down funds until the Office of the Chief Financial Officer (OCFO) has approved the budget and budget narrative and a Grant Adjustment Notice (GAN) has been issued to remove this special condition. Recipient integrity and performance matters: Requirement to report information on certain civil, criminal, and administrative proceedings to SAM and FAPIIS The recipient must comply with any and all applicable requirements regarding reporting of information on civil, criminal, and administrative proceedings connected with (or connected to the performance of) either this OJP award or any other grant, cooperative agreement, or procurement contract from the federal government. Under certain circumstances, recipients of OJP awards are required to report information about such proceedings, through the federal System for Award Management (known as "SAM"), to the designated federal integrity and performance system (currently, "FAPIIS"). The details of recipient obligations regarding the required reporting (and updating) of information on certain civil, criminal, and administrative proceedings to the federal designated integrity and performance system (currently, "FAPIIS") within SAM are posted on the OJP web site at https://ojp.gov/funding/FAPIIS.htm (Award condition: Recipient Integrity and Performance Matters, including Recipient Reporting to FAPIIS), and are incorporated by reference here. The recipient shall submit to OJJDP a copy of all interim and final reports and proposed publications (including those prepared for conferences, journals, and other presentations) resulting from this award, for review and comment prior to publishing. Any publication produced with grant funds must contain the following statement: "This project was supported by Grant # ( ) awarded by the Office of Juvenile Justice and Delinquency Prevention, Office of Justice Programs, U.S. Department of Justice. The opinions, findings, and conclusions or recommendations expressed in this publication/program/exhibition are those of the author(s) and do not necessarily reflect those of the Department of Justice. All reports and products may be required to display the OJJDP logo on the cover (or other location) with the agreement of OJJDP. OJJDP defines publications as any planned, written, visual or sound materials substantively based on the project, formally prepared by the award recipient for dissemination to the public. Grant funds may be used only for the purposes in the recipient's approved application. The recipient shall not undertake any work or activities that are not described in the grant application, and that use staff, equipment, or other goods or services paid for with OJP grant funds, without prior written approval from OJP. The recipient agrees promptly to provide, upon request, financial or programmatic-related documentation related to this award, including documentation of expenditures and achievements. 45. 46. 47. 48. 49. 50. OJP FORM 4000/2 (REV. 4-88) 17 ,QLWLDOBBBBBBBBBBBBB AWARD CONTINUATION SHEET Cooperative Agreement PAGE 17 OF U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention AWARD DATE 09/27/2019PROJECT NUMBER 2018-MC-FX-K065 SPECIAL CONDITIONS The recipient understands that it will be subject to additional financial and programmatic on-site monitoring, which may be on short notice, and agrees that it will cooperate with any such monitoring. Withholding of funds: Completion of "OJP financial management and grant administration training" required The recipient may not obligate, expend, or draw down any award funds until-- (1) OJP determines that the recipient's Point of Contact (POC) and all Financial Points of Contact (FPOCs) for this award have successfully completed an "OJP financial management and grant administration training" on or after January 1, 2017, and (2) OJP issues a Grant Adjustment Notice (GAN) to modify or remove this condition. Once both the POC and all FPOCs have successfully completed the training required by this condition, the recipient may contact the designated grant manager for the award to request initiation of a GAN to remove this condition. A list of the OJP trainings that OJP will consider an "OJP financial management and grant administration training" for purposes of this condition is available at https://ojp.gov/training/fmts.htm. All trainings that satisfy this condition include a session on grant fraud prevention and detection. 51. 52. OJP FORM 4000/2 (REV. 4-88) 17 ,QLWLDOBBBBBBBBBBBBB Memorandum To: From: Subject: Washington, D.C. 20531 Lou Ann Holland, OJJDP NEPA Coordinator Categorical Exclusion for Texas Office of the Attorney General This award is made as part of the Internet Crimes Against Children Task Force Program. Awards under this program will be used to support State and local law enforcement agencies to maintain and expand State and regional task forces to address technology-facilitated child exploitation. None of the following activities will be conducted either under this award or a related third party action: 1) New construction; 2) Any renovation or remodeling of a property located in an environmentally or historically sensitive area, including property (a) listed on or eligible for listing on the National Register of Historic Places, or (b) located within a 100-year flood plain, a wetland, or habitat for an endangered species; 3) A renovation which will change the basic prior use of a facility or significantly change its size; 4) Research and technology whose anticipated and future application could be expected to have an effect on the environment; or 5) Implementation of a program involving the use of chemicals, other than chemicals that are (a) purchased as an incidental component of a funded activity and (b) traditionally used, for example, in office, household, recreational, or education environments. Additionally, the proposed action is neither a phase nor a segment of a project which when reviewed in its entirety would not meet the criteria for a categorical exclusion. Consequently, the subject federal action meets OJP's criteria for a categorical exclusion as contained in paragraph 4(b) of Appendix D to Part 61 of Title 28 of the Code of Federal Regulations. U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention Official Grant File GRANT MANAGER'S MEMORANDUM, PT. I: PROJECT SUMMARY 1. STAFF CONTACT (Name & telephone number) PROJECT NUMBER 6. NAME & ADRESS OF SUBGRANTEE 7. PROGRAM PERIOD 8. BUDGET PERIOD 9. AMOUNT OF AWARD 10. DATE OF AWARD 11. SECOND YEAR'S BUDGET 2018-MC-FX-K065 2. PROJECT DIRECTOR (Name, address & telephone number) 4. TITLE OF PROJECT 12. SECOND YEAR'S BUDGET AMOUNT 13. THIRD YEAR'S BUDGET PERIOD 14. THIRD YEAR'S BUDGET AMOUNT 15. SUMMARY DESCRIPTION OF PROJECT (See instruction on reverse) 5. NAME & ADDRESS OF GRANTEE Cooperative Agreement This project is supported under FY19(OJJDP - MEC - ICAC Task Force - including prior year) Pub. L. 116-6, 133 Stat. 13, 115; Pub. L. No. 115-141, 132 Stat. 348, 423 Amy Britt OAG Grants Coordinator PO Box 12548 Austin, TX 78711-2548 (512) 936-9936 PAGE 11OF The National Internet Crimes Against Children (ICAC) Task Force Program, consists of state and local law enforcement task forces dedicated to developing effective responses to online enticement of children by sexual predators, child exploitation, and child obscenity and pornography cases. Each State and local task force that is part of the national program shall: 1) consist of State and local investigators, prosecutors, forensic specialists, and education specialists who are dedicated to addressing the goals of the task force; 2) engage in proactive investigations, forensic examinations, and effective prosecutions of Internet crimes against children; 3) provide forensic, preventive, and investigative assistance to parents, educators, prosecutors, law enforcement, and others concerned with Internet crimes against children; 4) develop multijurisdictional, multiagency partnerships and responses to Internet crimes against children offenses through ongoing informational, administrative, and technological support to other State and local law enforcement agencies, as a means for such agencies to acquire the necessary knowledge, personnel, and specialized equipment to investigate and prosecute such offenses; 5) participate in nationally coordinated investigations in any case in which the Attorney General determines such participation to be necessary, as permitted by the available resources of such task force; 6) establish or adopt investigative and Stephanie Rapp (202) 598-0807 OJP FORM 4000/2 (REV. 4-88) Southern Texas ICAC Task Force Program Texas Office of the Attorney General PO Box 12548 Austin, TX 78711-2548 TO:10/01/2018 09/30/2020FROM:TO:10/01/2018 09/30/2020FROM: 09/27/2019 $ 629,600 3b. POMS CODE (SEE INSTRUCTIONS ON REVERSE) 3a. TITLE OF THE PROGRAM OJJDP FY 19 Internet Crimes Against Children Task Force Invited Applicants U.S. Department of Justice Office of Justice Programs Office of Juvenile Justice and Delinquency Prevention prosecution standards consistent with established norms, to which such task force shall comply; 7) investigate, and seek prosecution on tips related to Internet crimes against children, including tips from Operation Fairplay, the National Internet Crimes Against Children Data System, the National Center for Missing and Exploited Children's CyberTipline, ICAC task forces, and other Federal, State, and local agencies, with priority being given to investigate leads that indicate the possibility of identifying or rescuing child victims, including investigative leads that indicate a likelihood of seriousness of offense or dangerousness to the community; 8) develop procedures for handling seized evidence for ICAC task force lead agencies and affiliate agencies; 9) maintain reports required by OJJDP and other reports and records as determined by the Attorney General; and, 10) seek to comply with national standards regarding the investigation and prosecution of Internet crimes against children, as set forth by the Attorney General, to the extent such standards are consistent with the law of the State where the task force is located. The Texas Office of the Attorney General (TX OAG) ICAC Task Force will continue to maintain, expand, and improve Southern Texas ICAC task force effectiveness in preventing, interdicting, investigating, and prosecuting Internet crimes against children and technology-facilitated child exploitation.The geographic area of responsibility (GAR)for the task force consists of 134 counties within the Southern Texas ICAC Region, with a population exceeding 10 million people. ICAC grant-funded personnel are critical in addressing the increased caseload, as well as, providing investigative and forensic assistance to law enforcement in areas where expertise is required. The Texas OAG ICAC Task Force will continue to grow its ICAC affiliate partnerships. The Texas OAG will continue training ICAC and non-ICAC personnel. Emphasis will continue to be on collaborating with law enforcement and local and federal prosecutors to support investigation and prosecution of child predators. Additionally, mental wellness training of investigators, supervisors, and support staff remains a priority to ensure personnel are sufficiently equipped to prevent and mitigate the negative effects associated with conducting investigations involving child pornography. CA/CF U.S. Department of Justice Office of Justice Programs September 27, 2019 Mr. Jeffrey C. Mateer Texas Office of the Attorney General PO Box 12548 Austin, TX 78711-2548 Congratulations on your recent award! The Office for Civil Rights (OCR), Office of Justice Programs (OJP), U.S. Department of Justice (DOJ) has been delegated the responsibility for ensuring that recipients of federal financial assistance from the OJP, the Office of Community Oriented Policing Services (COPS), and the Office on Violence Against Women (OVW) are not engaged in discrimination prohibited by law. Several federal civil rights laws, such as Title VI of the Civil Rights Act of 1964 and Title IX of the Education Amendments of 1972, require recipients of federal financial assistance to give assurances that they will comply with those laws. In addition to those civil rights laws, many grant program statutes contain nondiscrimination provisions that require compliance with them as a condition of receiving federal financial assistance. For a complete review of these civil rights laws and nondiscrimination requirements, in connection with OJP and other DOJ awards, see https://ojp.gov/funding/Explore/LegalOverview/CivilRightsRequirements.htm Under the delegation of authority, the OCR investigates allegations of discrimination against recipients from individuals, entities, or groups. In addition, the OCR conducts limited compliance reviews and audits based on regulatory criteria. These reviews and audits permit the OCR to evaluate whether recipients of financial assistance from the Department are providing services in a non- discriminatory manner to their service population or have employment practices that meet equal-opportunity standards. If you are a recipient of grant awards under the Omnibus Crime Control and Safe Streets Act or the Juvenile Justice and Delinquency Prevention Act and your agency is part of a criminal justice system, there are two additional obligations that may apply in connection with the awards: (1) complying with the regulation relating to Equal Employment Opportunity Programs (EEOPs); and (2) submitting findings of discrimination to OCR. For additional information regarding the EEOP requirement, see 28 CFR Part 42, subpart E, and for additional information regarding requirements when there is an adverse finding, see 28 C.F.R. §§ 42.204(c), .205(c)(5). Please submit information about any adverse finding to the OCR at the above address. We at the OCR are available to help you and your organization meet the civil rights requirements that are associated with OJP and other DOJ grant funding. If you would like the OCR to assist you in fulfilling your organization's civil rights or nondiscrimination responsibilities as a recipient of federal financial assistance, please do not hesitate to let us know. Dear Mr. Mateer: Sincerely, Michael L. Alston Director cc:Grant Manager Financial Analyst Washington, DC 20531 Office of Civil Rights NOTE: You must click on the "Accept" button at the bottom of the page before closing this window OMB APPROVAL NUMBER 1121-0140 EXPIRES 05/31/2019 U.S. DEPARTMENT OF JUSTICE CERTIFIED STANDARD ASSURANCES On behalf of the Applicant, and in support of this application for a grant or cooperative agreement, I certify under penalty of perjury to the U.S. Department of Justice ("Department"), that all of the following are true and correct: (1) I have the authority to make the following representations on behalf of myself and the Applicant. I understand that these representations will be relied upon as material in any Department decision to make an award to the Applicant based on its application. (2) I certify that the Applicant has the legal authority to apply for the federal assistance sought by the application, and that it has the institutional, managerial, and financial capability (including funds sufficient to pay any required non-federal share of project costs) to plan, manage, and complete the project described in the application properly. (3) I assure that, throughout the period of performance for the award (if any) made by the Department based on the application-- a. the Applicant will comply with all award requirements and all federal statutes and regulations applicable to the award; b. the Applicant will require all subrecipients to comply with all applicable award requirements and all applicable federal statutes and regulations; and c. the Applicant will maintain safeguards to address and prevent any organizational conflict of interest, and also to prohibit employees from using their positions in any manner that poses, or appears to pose, a personal or financial conflict of interest. (4) The Applicant understands that the federal statutes and regulations applicable to the award (if any) made by the Department based on the application specifically include statutes and regulations pertaining to civil rights and nondiscrimination, and, in addition-- a. the Applicant understands that the applicable statutes pertaining to civil rights will include section 601 of the Civil Rights Act of 1964 (42 U.S.C. § 2000d); section 504 of the Rehabilitation Act of 1973 (29 U.S.C. § 794); section 901 of the Education Amendments of 1972 (20 U.S.C. § 1681); and section 303 of the Age Discrimination Act of 1975 (42 U.S.C. § 6102); b. the Applicant understands that the applicable statutes pertaining to nondiscrimination may include section 809(c) of Title I of the Omnibus Crime Control and Safe Streets Act of 1968 (34 U.S.C. § 10228(c)); section 1407(e) of the Victims of Crime Act of 1984 (34 U.S.C. § 20110(e)); section 299A(b) of the Juvenile Justice and Delinquency Prevention Act of 2002 (34 U.S.C. § 11182(b)); and that the grant condition set out at section 40002(b)(13) of the Violence Against Women Act (34 U.S.C. § 12291(b)(13)), which will apply to all awards made by the Office on Violence Against Women, also may apply to an award made otherwise; c. the Applicant understands that it must require any subrecipient to comply with all such applicable statutes (and associated regulations); and d. on behalf of the Applicant, I make the specific assurances set out in 28 C.F.R. §§ 42.105 and 42.204. Page 1 of 2Assurances 8/19/2019https://grants.ojp.usdoj.gov/gmsexternal/displayAssurancesTextAction.st?method=assure&... (5) The Applicant also understands that (in addition to any applicable program-specific regulations and to applicable federal regulations that pertain to civil rights and nondiscrimination) the federal regulations applicable to the award (if any) made by the Department based on the application may include, but are not limited to, 2 C.F.R. Part 2800 (the DOJ "Part 200 Uniform Requirements") and 28 C.F.R. Parts 22 (confidentiality - research and statistical information), 23 (criminal intelligence systems), 38 (regarding faith-based or religious organizations participating in federal financial assistance programs), and 46 (human subjects protection). (6) I assure that the Applicant will assist the Department as necessary (and will require subrecipients and contractors to assist as necessary) with the Department's compliance with section 106 of the National Historic Preservation Act of 1966 (54 U.S.C. § 306108), the Archeological and Historical Preservation Act of 1974 (54 U.S.C. §§ 312501-312508), and the National Environmental Policy Act of 1969 (42 U.S.C. §§ 4321-4335), and 28 C.F.R. Parts 61 (NEPA) and 63 (floodplains and wetlands). (7) I assure that the Applicant will give the Department and the Government Accountability Office, through any authorized representative, access to, and opportunity to examine, all paper or electronic records related to the award (if any) made by the Department based on the application. (8) I assure that, if the Applicant is a governmental entity, with respect to the award (if any) made by the Department based on the application-- a. it will comply with the requirements of the Uniform Relocation Assistance and Real Property Acquisitions Act of 1970 (42 U.S.C. §§ 4601-4655), which govern the treatment of persons displaced as a result of federal and federally-assisted programs; and b. it will comply with requirements of 5 U.S.C. §§ 1501-1508 and 7324-7328, which limit certain political activities of State or local government employees whose principal employment is in connection with an activity financed in whole or in part by federal assistance. (9) If the Applicant applies for and receives an award from the Office of Community Oriented Policing Services (COPS Office), I assure that as required by 34 U.S.C. § 10382(c)(11), it will, to the extent practicable and consistent with applicable law--including, but not limited to, the Indian Self- Determination and Education Assistance Act--seek, recruit, and hire qualified members of racial and ethnic minority groups and qualified women in order to further effective law enforcement by increasing their ranks within the sworn positions, as provided under 34 U.S.C. § 10382(c)(11). (10) If the Applicant applies for and receives a DOJ award under the STOP School Violence Act program, I assure as required by 34 U.S.C. § 10552(a)(3), that it will maintain and report such data, records, and information (programmatic and financial) as DOJ may reasonably require. I acknowledge that a materially false, fictitious, or fraudulent statement (or concealment or omission of a material fact) in this certification, or in the application that it supports, may be the subject of criminal prosecution (including under 18 U.S.C. §§ 1001 and/or 1621, and/or 34 U.S.C. §§ 10271-10273), and also may subject me and the Applicant to civil penalties and administrative remedies for false claims or otherwise (including under 31 U.S.C. §§ 3729-3730 and 3801-3812). I also acknowledge that the Department?s awards, including certifications provided in connection with such awards, are subject to review by the Department, including by its Office of the Inspector General. Accept Page 2 of 2Assurances 8/19/2019https://grants.ojp.usdoj.gov/gmsexternal/displayAssurancesTextAction.st?method=assure&... Certificate Of Completion Envelope Id: 8692CBE624AB400CA092E42C528ACC9B Status: Sent Subject: Please DocuSign: FY 2020 Internet Crimes Against Children (ICAC) Sub-Recipient Grant Contract Template ID: Source Envelope: Document Pages: 43 Signatures: 0 Envelope Originator: Certificate Pages: 7 Initials: 0 Karly Watson AutoNav: Enabled EnvelopeId Stamping: Disabled Time Zone: (UTC-06:00) Central Time (US & Canada) PO Box 12548 Austin, TX 78711-2548 Karly.Watson@oag.texas.gov IP Address: 204.64.50.212 Record Tracking Status: Original 5/6/2020 5:02:16 PM Holder: Karly Watson Karly.Watson@oag.texas.gov Location: DocuSign Signer Events Signature Timestamp Denny Asbury DennyA@cctexas.com Security Level: Email, Account Authentication (None) Sent: 5/6/2020 5:02:19 PM Viewed: 5/7/2020 8:13:33 AM Electronic Record and Signature Disclosure: Accepted: 5/7/2020 8:13:33 AM ID: 7d107c35-b808-488a-9b7a-52384f8ae2fb Melissa Foley Melissa.Foley@oag.texas.gov Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Cody Smirl Cody.Smirl@oag.texas.gov Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Financial Litigation - FLD Attorney Review Signing Group: Financial Litigation - FLD Attorney Review Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Joshua Godbey Joshua.Godbey@oag.texas.gov Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Natalie Brown Natalie.Brown@oag.texas.gov Security Level: Email, Account Authentication (None) Signer Events Signature Timestamp Electronic Record and Signature Disclosure: Not Offered via DocuSign David Maxwell David.Maxwell@oag.texas.gov Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Accepted: 4/11/2019 3:04:35 PM ID: 8c62701c-5893-4335-8bd5-71b21bf3334e In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Karly Watson karly.watson@oag.texas.gov Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Ross Behrens Ross.Behrens@oag.texas.gov Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign FLD Contracts FLDcontracts@oag.texas.gov Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Accounting - DocuSign Contracts ACC_DocuSign_Contracts@oag.texas.gov Signing Group: Accounting - DocuSign Contracts Inbox Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Joshua Alexander Joshua.Alexander@oag.texas.gov Security Level: Email, Account Authentication (None) Electronic Record and Signature Disclosure: Not Offered via DocuSign Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 5/6/2020 5:02:19 PM Payment Events Status Timestamps Electronic Record and Signature Disclosure CONSUMER DISCLOSURE From time to time, Office of the Attorney General (we, us or Company) may be required by law to provide to you certain written notices or disclosures. 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DATE: March 13, 2020 TO: Peter Zanoni, City Manager FROM: Robert Rocha, Fire Chief RRocha@cctexas.com 361-826-3932 CAPTION: Ordinance authorizing the acceptance of a $15,000.00 grant from the Coastal Bend Regional Advisory Council for the Corpus Christi Fire Department Web Emergency Operations Center operations; and appropriating $15,000.00 into Fire Grant Fund. SUMMARY: This ordinance authorizes the acceptance of a grant in the amount of $15,000.00 from the Coastal Bend Regional Advisory Committee (CBRAC). This grant is utilized to aid in funding the annual cost of the operations for the Web Emergency Operations Center (WebEOC) system. BACKGROUND AND FINDINGS: For the last 15 years CBRAC has awarded grant funding to the City of Corpus Christi Fire Department Emergency Management Division to fund the operations of the WebEOC. The WebEOC system is a web-based crisis management system that is used to improve coordination and communication efforts while planning, responding to or recovering from man- made or natural disasters. The WebEOC system allows the City to track residents that are transported by the City to emergency shelters in other cities. City departments also utilize the system to request resources from the State during an emergency event. All City departments store their emergency operation plans on the WebEOC system and enter daily operations during an event. CBRAC and the City of Corpus Christi Emergency Management Division currently have a five- year agreement to support the Trauma Service Area (Region U) Health and Medical Emergency preparedness and response efforts by providing CBRAC and its member organizations with necessary access to the regional WebEOC system. The system allows for access to data such as patient tracking and requesting resources for the hospital systems. CBRAC is required to use the WebEOC system to fulfill certain aspects of its Hospital Coastal Bend Regional Advisory Committee Grant Acceptance for the Fire Department WebEOC Operations AGENDA MEMORANDUM First Reading Ordinance for the City Council Meeting June 9, 2020 Second Reading Ordinance for the City Council Meeting June 16, 2020 Preparedness contractual requirements. The City is the license holder for WebEOC. Therefore, CBRAC is responsible for funding the operations of the WebEOC. There is no match or in-kind match requirement for the grant. ALTERNATIVES: An alternative to accepting the grant is to find other funding for the functions of the WebEOC system. Additionally, any other alternative to the acceptance of this grant will leave the City financially responsible for the functions and upkeep of the WebEOC system. The current budget cannot financially support the WebEOC system. FINANCIAL IMPACT: Acceptance of grant funding in the amount of $15,000 and appropriating $15,000 to the Fire Grant Fund. Funding Detail: Fund: 1062 Fire Grant Organization/Activity: 11950 Emergency Management Mission Element: 888 Revenue Project # (CIP Only): Account: 820553L RECOMMENDATION: We recommend City Council authorizes the ordinance to accept the CBRAC grant of $15,000 to continue the WebEOC operations. LIST OF SUPPORTING DOCUMENTS: Ordinance 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. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: SECTION 1. The City Manager or designee is authorized to accept a grant from the Coastal Bend Regional Advisory Council in the amount of $ 15,000 for the benefit of the City' s WebEOC operations. SECTION 2. That $15,000 is appropriated in the No. 1062 Fire Grant Fund to purchase equipment, services, technical support and training for the City's WebEOC . 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: May 15, 2020 TO: Peter Zanoni, City Manager FROM: Jermel Stevenson, Director of Parks and Recreation Department Jermels@cctexas.com (361) 826-3042 CAPTION: 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. SUMMARY: This resolution authorizes City employed personnel to provide Gulf Beach Lifeguard services to Nueces County Beach located between Access Road 5 and Access Road 6. The City will provide lifeguards, equipment, and necessary materials to render services; in exchange, Nueces County will reimburse the City for said services. Nueces County has already reimbursed the City a flat rate fee of $2,500. for services the City performed from March 13 - 22, 2020 (Spring Break). In addition, Nueces County will provide 100% reimbursement for services to be rendered from May 22 - September 7, 2020 (Summer). BACKGROUND AND FINDINGS: Padre Bali Park and Bob Hall Pier are located on the Nueces County Beach between Access Road 5 and Access Road 6. This stretch of beach is known to be one of the most dangerous areas for rip current and drownings within our Gulf Beaches. Historically, Nueces County has not provided lifeguard services at this location. In August of 2019, Nueces County requested the City of Corpus Christi provide lifeguard services at this location, which the City obliged. The operation was successful and led to talks of developing a permanent partnership between organizations. The City of Corpus Christi has agreed to provide the following services between Access Road 5 and Access Road 6 of Nueces County Beach: Two Gulf Beach Lifeguards to patrol Nueces County Beach, via mobile unit, from March 13 - 22, 2020. Interlocal Agreement with Nueces County for Gulf Beach Lifeguard Services AGENDA MEMORANDUM First Reading Ordinance for the City Council Meeting of June 9, 2020 Second Reading Ordinance for the City Council Meeting of June 16, 2020 Three Gulf Beach Lifeguards and one backup lifeguard at the public beach within Padre Bali Park. The City shall provide equipment and material necessary to provide lifeguard services as per the agreement. The City is responsible for install, repair, and maintenance of beach lifeguard stands. City Gulf Beach Lifeguards will be under the sole direction and supervision of the City Director of Parks and Recreation or designee. This agreement may be terminated by either party upon 30 days of written notice. In addition, this agreement will be renewed on an annual basis. ALTERNATIVES: The alternative would be for the City to not enter an agreement with Nueces County to provide lifeguard services between Access Roads 5 and 6 of Nueces County Beaches. FISCAL IMPACT: All expenses incurred by the City to provide lifeguard services between Access Road 5 and Access Road 6 of Nueces County Beach will be reimbursed by Nueces County. Fund: 1020 General Fund Mission Element: 888 Revenue Project # (CIP Only): NA Account: 303032 – Nueces County P&R Reimbursement 12070 – Lifeguard/First Response RECOMMENDATION: Staff recommends approval of this ordinance authorizing the Interlocal Agreement with Nueces County for City Lifeguard Services and appropriating estimated revenues of $40,700 in the General Fund. 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. LIST OF SUPPORTING DOCUMENTS: Ordinance Interlocal Agreement Map 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. 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 the Interlocal Agreement with Nueces County for City lifeguard services. The City will provide 4 lifeguards at the public beach within Nueces County Padre Ball i Park and 3 lifeguard stands dispersed between Access Road s 5 6 during summer 2020 (from May 22 – September 7, 2020). The County will reimburse the City for the costs of lifeguard services, equipment and supplies for services already provided from March 13-22, 2020 (Spring Break) and for services to be rendered during the summer (May 22 – September 7, 2020). SECTION 2. Estimated revenues of $40,700 are appropriated in the General Fund and the Fiscal Year 2020 Operating Budget adopted by Ordinance 031870 is amended to increase revenues. That the foregoing ordinance was read for the first time and passed to its second reading on this the _____ day of ___________, 20 20, 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 _________________, 20 20. ATTEST _________________________ ________________________ Rebecca Huerta Joe McComb City Secretary Mayor Lifeguard Services .... .:. .... ·.'• •• • • ..• • •• .. , .. , .... : .. '• • Legend � Bob Hall Pier Stand 0 Untitled Polygon DATE: June 16, 2020 TO: Peter Zanoni, City Manager FROM : Robert Rocha, Fire Chief Rrocha@cctexas.com (361) 826-3932 Kim Baker, Director of Contracts and Procurement KimB2@cctexas.com (361) 826-3169 CAPTION: 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 with funding in an amount of $100,000.00 available through the FY 2020 General Fund. SUMMARY: This resolution authorizes a three-year service agreement with Siddons-Martin Emergency Group to provide fire apparatus parts and maintenance services for the Corpus Christi Fire Department (CCFD). The purchase of parts and services for CCFD apparatus’ is necessary to preserve and protect the public health and safety of the City’s residents and are critical in sustaining fire apparatus’ reliability for service. BACKGROUND AND FINDINGS: CCFD’s Fleet Maintenance Division utilize a parts and maintenance services agreement to sustain reliable and dependable fire apparatus’, which are valued in excess of $750,000 each. Fire apparatus maintenance and repairs are critical and are a very complex and intricate part of having operable equipment . This service agreement will cover 40 fire apparatus’ that include fire engines and ladders. AGENDA MEMORANDUM Action Item for the City Council Meeting June 16, 2020 Fire Apparatus Maintenance Parts and Services for the Corpus Christi Fire Department The proprietary equipment and features from Pierce Manufacturing require an authorized service center that can assure detailed attention to those items that can prevent costly repairs and replacement of fire apparatus’s owned and used by CCFD. Siddons-Martin Emergency Group is an Authorized Service Specialist and is the sole source for Pierce parts sales, services and warranty. ALTERNATIVES: An alternative would be not to secure the parts and service agreement. This would cause a delay in obtaining parts and services leading to equipment failure, thus putting the public’s safety at risk. FISCAL IMPACT: The fiscal impact for CCFD in FY 2020 is $100,000.00 for the first year of the three-year service agreement, with the remaining cost of $1,100,000.00 to be funded in future years through the annual budget process. FUNDING DETAIL: Fund: 1020 General Fund Organization/Activity: 12050 Fire Apparatus & Shop Mission Element: 093 Respond to Emergency Calls Project # (CIP Only): N/A Account: 530100 Vehicle Repairs Cost: $50.000.00 Fund: 1020 General Fund Organization/Activity: 35100 City Ambulance Operations Mission Element: 093 Respond to Emergency Calls Project # (CIP Only): N/A Account: 530100 Vehicle Repairs Cost: $50,000.00 RECOMMENDATION: Staff recommends approval of this resolution authorizing a three-year service agreement for the purchase of parts and services with Siddons-Martin Emergency Group of Houston, Texas as presented. LIST OF SUPPORTING DOCUMENTS: Resolution Price Sheet Service Agreement Page 1 of 2 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. WHEREAS, Siddons-Martin Emergency Group will provide fire apparatus maintenance parts and services to the Corpus Christi Fire Department’s Fleet Maintenance Service Division; WHEREAS, the maintenance parts and services are necessary for sustaining the reliability and dependability of the Fire Department’s fire apparatus, an essential part of protecting the public health and safety of the City’s residents; 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 a statutory exception for this procurement in Local Government Code, Section 252.022(a) (2), as this purchase is necessary to provide to preserve or protect the public health and safety of the municipality’s residents ; and 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 three-year service agreement with Siddons-Martin Emergency Group, to provide fire apparatus maintenance, parts and services , for a total amount not to exceed $1,200,000.00 Page 2 of 2 PASSED AND APPROVED on the ______ day of _________, 20 20: Joe McComb _______________________ Rolando 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 City of Corpus Christi Service Agreement for Siddons-Martin Contracts and Procurement Fire Apparatus Maintenance Parts and Buyer: Lois Hinojosa Services for CCFD Sole Source Labor Rate (per hour) $ 112.50 - 3 Yr Pump Testing (per unit) $ 325.00 - 3 Yr Travel Rate (per hour) $ 85.00 - 3 Yr Sublet Work Cost plus markup 15% 3 Yr Parts Cost plus markup 67% 3 Yr Shipping (ground) $ - - 3 Yr Shipping (expedited) Cost - Yr Not to exceed $1,200,000.00 Unit Total GRAND TOTAL Price Sheet Description Rate Markup (%) Qty Service Agreement Standard Form Page 1 of 8 Approved as to Legal Form March 9, 2020 SERVICE AGREEMENT NO. 3079 Fire Apparatus Maintenance Parts and Services for the Corpus Christi Fire Department THIS Fire Apparatus Maintenance Parts and Services for the Corpus Christi Fire Department Agreement ("Agreement") is entered into by and between the City of Corpus Christi, a Texas home-rule municipal corporation (“City”) and Siddons-Martin Emergency Group, LLC (“Contractor"), effective upon execution by the City Manager or the City Manager’s designee (“City Manager”). WHEREAS, Contractor has bid to provide Fire Apparatus Maintenance Parts and Services for the Corpus Christi Fire Department in response to Request for Bid/Proposal No. Sole Source 3079 (“RFB/RFP”), which RFB/RFP includes the required scope of work and all specifications and which RFB/RFP and the Contractor’s bid or proposal response, as applicable, are incorporated by reference in this Agreement as Exhibits 1 and 2, respectively, as if each were fully set out here in its entirety. NOW, THEREFORE, City and Contractor agree as follows: 1. Scope. Contractor will provide Fire Apparatus Maintenance Parts and Services for the Corpus Christi Fire Department (“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, and in accordance with Exhibit 2. 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 $1,200,000.00, subject to approved extensions and changes. Payment will be made for Services completed and accepted by the City within 30 days of acceptance, subject to 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. Service Agreement Standard Form Page 2 of 8 Approved as to Legal Form March 9, 2020 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 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: Name: Brian Moody Department: Corpus Christi Fire Department Phone: 361-826-3924 Email: BrianM2@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 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. 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 Service Agreement Standard Form Page 3 of 8 Approved as to Legal Form March 9, 2020 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. Any Services or products that are provided but not accepted by the City must be corrected or re-worked immediately at no charge to the City. If immediate correction or re-working at no charge cannot be made by the Contractor, a replacement service may be procured by the City on the open market and any costs incurred, including additional costs over the item’s bid/proposal price, must be paid by the Contractor within 30 days of receipt of City’s invoice. 8. Warranty. (A) The Contractor warrants that all products supplied under this Agreement are new, quality items that are free from defects, fit for their intended purpose, and of good material and workmanship. 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 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. Service Agreement Standard Form Page 4 of 8 Approved as to Legal Form March 9, 2020 11. Independent Contractor. Contractor will perform the work required by this Agreement as an independent contractor and will furnish such 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 had performed the work. The City may, at the City’s sole discretion, choose not to accept 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: Brian Moody Title: Equipment Maintenance Superintendent Address: 1501 Holly Road, Corpus Christi, Texas 78417 Phone: 361-826-3924 Email: BrianM2@cctexas.com IF TO CONTRACTOR: Siddons-Martin Emergency Group, LLC Attn: Troy D. Harrison Service Agreement Standard Form Page 5 of 8 Approved as to Legal Form March 9, 2020 Title: Vice President / Service Division Address: 1362 E. Richey Road, Houston, texas 77073 Phone: 281-442-6806 Email: tharrison@siddons-martin.com 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, 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 CONTRACTOR OR RESULTS FROM THE NEGLIGENT ACT, OMISSION, MISCONDUCT, OR FAULT OF THE CONTRACTOR OR ITS EMPLOYEES OR AGENTS. CONTRACTOR 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 CONTRACTOR UNDER THIS SECTION SHALL SURVIVE THE EXPIRATION OR EARLIER TERMINATION OF THIS AGREEMENT. 18. Termination. (A) The City Manager may terminate this Agreement for Contractor’s failure to comply with any of the terms of this Agreement. The Contract Administrator must give the Contractor 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. Service Agreement Standard Form Page 6 of 8 Approved as to Legal Form March 9, 2020 19. 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 must provide such documentation upon delivery of such equipment and prior to receipt of the final payment by the City. 20. Limitation of Liability. The City’s maximum liability under this Agreement is limited to the total amount of compensation listed in Section 3 of this Agreement. In no event shall the City be liable for incidental, consequential or special damages. 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 and exhibits); B. its attachments; C. the bid solicitation document including any addenda (Exhibit 1); then, D. the Contractor’s bid response (Exhibit 2). 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 Service Agreement Standard Form Page 7 of 8 Approved as to Legal Form March 9, 2020 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. [Signature Page Follows] Page 1 of 3 ATTACHMENT A: SCOPE OF WORK 1. Labor and Repair Time: A. The City will notify Contractor by E-Mail and/or phone call of vehicles being towed or to be delivered to Contractor for repairs. B. The City will use its authorized contracted towing services company to deliver the vehicle to the Contractor’s shop, at this point the timeframe which to complete repairs begins. The Contractor will be required to repair all equipment within the time frames noted in this scope. C. On the same day the vehicle is received, Contractor shall send an email to Corpus Christi Fire Department Fleet Operations Manager or designated staff representative indicating the date the vehicle was received and the estimated completion time of the service. This email shall also include a description of the vehicle received and the vehicle identification number. D. All repairs, including warranty repairs, must be completed within the time specified below for Minor Repairs or Major Repairs, as applicable. E. The Fleet Operations Manager or designated staff representative must approve any requests for extension of the time for completing repairs in writing. F. Requests for repair extension must be made in writing and include an explanation detailing the need for the extension no later than the close of business of the third business day after receipt of vehicle. If the reason for delay is unavailability of parts, Contractor must submit proof with its request for extension that it took prompt action to request parts. G. Contractor shall notify City the day the repairs are completed by sending an email to Corpus Christi Fire Department Fleet Operations Manager or designated staff representative. This email shall include a description of the vehicle, the date the vehicle was received by Contractor and the vehicle identification number. H. Upon completion of repairs the City will pick up the vehicle from Contractor. I. Contractor subcontracted repair work must be approved in writing by the Fleet Operations Manager, or designated staff representative, before work proceeds. Page 2 of 3 All subcontracted work must be performed by an approved factory authorized dealer. J. Subcontracted invoices will be paid only when all internal resources of Contractor have been expended and when the lack of tooling and expertise to perform a particular task becomes a factor. K. Charges for subcontracted work must be supported by a copy of the outside subcontractor’s invoice, attached to Contractor’s invoice submitted to City for payment. Contractor shall invoice subcontracted work according to cost times the rate outlined in the “Sublet” section of Attachment B – Schedule of Pricing. L. All repairs must be completed within the time frames established below, whether performed by Contractor or by Contractor’s subcontractor. • Minor Repairs, defined as repairs not exceeding $3,000 for all parts and labor, shall be completed within 3 business days. • Major Repairs, defined as repairs exceeding $3,000 for all parts and labor shall be completed within 7 business days. 2. Parts: A. Contractor is required to maintain a stock level of parts which, within the industry, are considered to be fast-moving, normal wear items for which two demands have occurred within the most recent 180-day period. B. All costs associated with shop supplies, core charges, environmental fees or any other expenses incurred in fulfilling services included in this contract are to be included in the Contractor’s price. C. Invoicing for parts exceeding the suggested OEM retail price will not be accepted. D. Charges for overhaul or rebuild of components (i.e., hydraulic pumps, hydraulic cylinders, auxiliary drives, ejector panels, etc.) shall not exceed 65% of acquisition cost for a new item which meets or exceeds the specifications, unless otherwise approved in writing by the Fleet Operations Manager or designated staff representative. E. Any materials or parts used in complying with the contract must be equal to or better than original equipment. Page 3 of 3 F. Contractor shall allow City to return unused, purchased parts and credit City’s account during the contract period, when such parts have become obsolete for City’s needs, provided that these items are in the original cartons and in marketable condition. The credit shall be in the same amount as City originally paid for the part. Contractor shall not apply any restocking or other fees. If City is at the end of the contract term, City may request a refund in place of the credit, and Contractor shall pay same within 30 days of City’s request, by check made payable to the City of Corpus Christi and addressed to the Corpus Christi Fire Department Fleet Operations Manager or designated representative at 1501 Holly Rd., Corpus Christi, TX, 78417. 3. Replaced Parts: A. All parts which have been replaced and billed must be available for inspection by City. Upon the City’s request, replaced parts shall be returned/delivered to the City’s fleet facility. 4. Shipping, Delivery and Freight: A. Stocked inventory parts will be delivered within 7 business days. B. Fabricated, manufactured or made-to-order parts will be delivered within four to six weeks, unless agreed upon in writing by Corpus Christi Fire Department Fleet Operations Manager. C. Contractor will waive all freight shipping costs for orders placed using ground shipping. D. Contractor will invoice the City for shipping charges at cost for items with special freight charges, only when the expedited delivery is requested and approved in writing by the City. Page 1 of 1 Attachment B – Schedule of Pricing Attachment C: Insurance and Bond 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 Garage Keepers Legal Liability $2,000,000 Cargo/On Hook Towing Coverage $2,000,000 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. No bond is required for this service agreement; therefore, Section 5 Insurance; Bonds, subsection (B) is null and void. 2020 Insurance Requirements Ins. Req. Exhibit - CCFD Emergency Vehicles Repairs, Parts and Services 04/21/2020 Risk Management – Legal Dept. Attachment D: Warranty Requirements All parts and labor are warranted for purpose and fitness for 90 days from the date of the invoice. In order to recover against any warranty, the City must return the vehicle to the Contractor for all warranty repairs. Failure to return the vehicle cancels all warranties provided. All other warranties are expressly disclaimed by the Contractor. DATE: June 16, 2020 TO: Peter Zanoni, City Manager FROM: Mike Markle, Chief of Police MikeMa@cctexas.com 361-886-2601 Kim Baker, Director of Contracts and Procurement KimB2@cctexas.com 361-826-3169 CAPTION: 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. SUMMARY: This motion authorizes the purchase of two Ford F350 trucks with animal control units for use by Animal Care Services (ACS) for patrolling areas and transporting stray, sick and injured animals City-wide. These units are replacements to the existing ACS fleet and are part of the FY 2020 Budget Initiatives. BACKGROUND AND FINDINGS: ACS currently has an operational need to replace two Ford F350 pickup trucks with animal control units. The trucks and the animal control units are two separate parts. The animal control units are equipped with air condition units for the humane transport of the animals. The units contain seven cages that house six animals individually and one unit is used for the storage of equipment and supplies used by the Animal Control Officers. The units to be replaced are past the end of their service lives of 7 years, or 120,000 miles . These trucks are needed to help ACS officers with patrolling areas and transporting stray, sick and injured animals City-wide. Purchase of Two Trucks for Animal Care Services AGENDA MEMORANDUM Action Item for the City Council Meeting June 16, 2020 The Contracts and Procurement Department conducted a competitive request for bids process to obtain bids for the purchase of new vehicles. The City received two responsive, responsible bids, and is recommending the award to the Silsbee Ford. ALTERNATIVES: An alternative is to continue using the older vehicles, and struggle to meet mission requirements due to the increasing age, and increased maintenance requirements. FISCAL IMPACT: The fiscal impact for ACS in FY 2020 is a total amount of $123,137.92 from the General Fund. Funding Detail: Fund: 1020 General Fund Organization/Activity: 12680 Animal Care Mission Element: 081 Animal Code Compliance Project # (CIP Only): N/A Account: 550020 Vehicles and Machinery RECOMMENDATION: Staff recommends approval of this motion authorizing the purchase of two Ford F350 trucks with animal control units from Silsbee Ford, Inc. as presented. LIST OF SUPPORTING DOCUMENTS: Bid Tabulation City of Corpus Christi Contracts and Procurement Bid Tabulation Buyer: Cindy Ramos RFB 3003 - Purchase of Two Trucks with Animal Control Units Item Description Qty Unit Unit Price Total Price Unit Price Total Price 1 2020 Ford F-350 2 EA $30,811.96 $61,623.92 $29,685.00 $59,370.00 2 Animal Control Unit 2 EA $30,757.00 $61,514.00 $36,893.00 $73,786.00 3 Delivery 1 EA $0.00 $0.00 $0.00 $0.00 $123,137.92 $133,156.00 TOTAL Silsbee Ford Auto Nation Ford DATE: June 16, 2020 TO: Peter Zanoni, City Manager FROM: Kim Baker, Director of Contracts and Procurement KimB2@cctexas.com (361) 826-3169 Kevin Norton, Director of Water Utilities KevinN@cctexas.com (361) 826-1874 CAPTION: Motion authorizing a twelve month supply agreement with Ferguson Enterprises LLC for an amount not to exceed $185,133.20 for the 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. SUMMARY: This motion authorizes a twelve-month supply agreement for the purchase of water system supply pipe for the Utilities Department, and to be stocked by the City Warehouse. Water system supply pipes are used for various projects throughout the City. The water system supply pipes which range in diameter from 4 to 30 inches are being purchased by the City W arehouse and will be stocked for purchase and distribution to the Utilities Department. BACKGROUND AND FINDINGS: The City of Corpus Christi Utilities Department is responsible for the maintenance and repairs of approximately 1,800 miles of water pipe. The water system supply pipe requested will be used to make repairs to water piping that has become damaged due to acts of mother nature or has surpassed its life span. When old piping has passed their Supply Agreement for Water System Supply Pipe for the City Warehouse AGENDA MEMORANDUM Action Item for the City Council Meeting June 16, 2020 design life, some pipe material begins to deteriorate and becomes brittle, causing sections of pipe to fail. When this process takes place, the new material, C 900 PVC is installed in either small sections of full joint replacements. In addition to repairs, the material will also be used for new installations of the water infrastructures, distribution mains, service lines, fire hydrant water lines and some transmission water mains. As the City continues to grow, the need for more water infrastructure also increases. The Contracts and Procurement Department conducted a competitive Request for Bids process to obtain bids for a new supply agreement. The City received four responsive, responsible bids and is recommending award to Ferguson Enterprises, LLC as the lowest responsive, responsible bid. ALTERNATIVES: The alternative to accepting this bid would be to require the Utilities Department to purchase water system supply pipes on an as needed basis on individual orders, which would not be as productive. In addition, a long-term supply agreement allows for a better economy of scale. FISCAL IMPACT: The fiscal impact for the Contracts and Procurements in FY 2020 is an estimate of $46,500.00 for a twelve month supply agreement for water system supply pipes, with the remaining cost of $138,633.20 will be funded in future years through the annual budget process. FUNDING DETAIL: Fund: 5010 Stores Organization/Activity: 40000 Warehouse Stores Mission Element: 185 Centralized Purchasing System Project # (CIP Only): N/A Account: 520210 Cost of Goods Sold RECOMMENDATION: Staff recommends approval of this motion authorizing a twelve-month supply agreement with Ferguson Enterprises, LLC for Water System Supply Pipe as presented. LIST OF SUPPORTING DOCUMENTS: Bid Tabulation Supply Agreement Item City Stock Description QTY Unit Price Price Total Unit Price Total Price Unit Price Price Total Unit Price Price Total 1 3452 PIPE PVC 4" C 900 DR-18 4" C 900 DR-18 2,540 FT $1.99 $5,054.60 $2.3000 $5,842.00 $5.22 $13,258.80 $5.8783 $14,930.88 2 3453 PIPE PVC 6" C 900 DR-18 6" C 900 DR-18 3,360 FT $3.94 $13,238.40 $4.2800 $14,380.80 $10.40 $34,944.00 $11.4234 $38,382.62 3 3454 PIPE PVC 8" C 900 DR-18 8" C 900 DR-18 8,640 FT $6.83 $59,011.20 $7.4000 $63,936.00 $17.95 $155,088.00 $19.7766 $170,869.82 4 4111 PIPE PVC 10" C 900 DR-18 10" C 900 DR-18 160 FT $10.25 $1,640.00 $11.8000 $1,888.00 $26.95 $4,312.00 $30.3239 $4,851.82 5 3456 PIPE PVC 12" C 900 DR-18 12" C 900 DR-18 5,480 FT $14.47 $79,295.60 $15.8000 $86,584.00 $38.07 $208,623.60 $41.9043 $229,635.56 6 3457 PIPE PVC 16' C 905 DR18 16' C 905 DR18 540 FT $29.30 $15,822.00 $27.9000 $15,066.00 $54.81 $29,597.40 $65.2174 $35,217.40 7 3683 PIPE PVC 18' C 900 DR18 16' C 900 DR18 60 FT $38.35 $2,301.00 $46.3500 $2,781.00 $68.76 $4,125.60 $118.5749 $7,114.49 8 3458 PIPE PVC 20' C 905 DR18 20' C 905 DR18 40 FT $48.14 $1,925.60 $57.9000 $2,316.00 $86.67 $3,466.80 $151.0870 $6,043.48 9 3460 PIPE PVC 24" C 905 DR 25 24" C 905 DR 25 40 FT $50.64 $2,025.60 $58.9500 $2,358.00 $91.71 $3,668.40 $176.6304 $7,065.22 10 3459 PIPE PVC 30" C 905 DR 25 30" C 905 DR 25 60 FT $80.32 $4,819.20 $91.6000 $5,496.00 $144.41 $8,664.60 $222.8261 $13,369.57 $ 185,133.20 $ 200,647.80 $ 465,749.20 $ 527,480.87GRAND TOTAL City of Corpus Christi Contracts and Procurement Department Buyer: Sandra Rodriguez Mann Flow Controls, Inc Houston, TX Gajeske Incorporated San Antonio, TX Bid Tabulation RFB 3019 Water System Supply Pipe Ferguson Enterprises, LLC Corpus Christi, TX Core and Main, LP Corpus Christi, TX UNIT Supply Agreement Standard Form Page 1 of 7 Approved as to Legal Form March 9, 2020 SUPPLY AGREEMENT NO. 3019 Water System Supply Pipe THIS Water System Supply Pipe Supply Agreement ("Agreement") is entered into by and between the City of Corpus Christi, a Texas home-rule municipal corporation (“City”) and Ferguson Enterprises, LLC (“Contractor"), effective upon execution by the City Manager or the City Manager’s designee (“City Manager”). WHEREAS, Contractor has bid to provide Water System Supply Pipe in response to Request for Bid No. 3019 (“RFB”), which RFB includes the required scope of work and all specifications and which RFB and the Contractor’s bid response are incorporated by reference in this Agreement as Exhibits 1 and 2, respectively, as if each were fully set out here in its entirety. NOW, THEREFORE, City and Contractor agree as follows: 1. Scope. Contractor will provide Water System Supply Pipe 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. “Goods,” “products”, and “supplies”, as used in this Agreement, refer to and have the same meaning. 2. Term. This Agreement is for 12 months. The parties may mutually extend the term of this Agreement for up to zero additional zero-month 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 $185,133.20, subject to approved extensions and changes. Payment will be made for goods delivered and accepted by the City within 30 days of acceptance, subject to 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: DocuSign Envelope ID: 4260527B-0C92-4C26-8964-28C105650E27 Supply Agreement Standard Form Page 2 of 7 Approved as to Legal Form March 9, 2020 City of Corpus Christi Attn: Accounts Payable P.O. Box 9277 Corpus Christi, Texas 78469-9277 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: Name: Robert Presnell Department: Contracts and Procurement/ Warehouse Phone: 361-826-1990 Email : RobertPr@cctexas.com 5. Insurance. 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 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. 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. 6. Purchase Release Order. For multiple-release purchases of products to be provided by the Contractor over a period of time, the City will exercise its right to specify time, place and quantity of products 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 products will remain with the Contractor until such time as the products are delivered and accepted by the City. 7. Inspection and Acceptance. City may inspect all products supplied before acceptance. Any products that are delivered but not accepted by the City must be corrected or replaced immediately at no charge to the City. If immediate correction or replacement at no charge cannot be made by the Contractor, a replacement product may be bought by the City on the open market and any costs incurred, including additional costs over the item’s bid price, must be paid by the Contractor within 30 days of receipt of City’s invoice. DocuSign Envelope ID: 4260527B-0C92-4C26-8964-28C105650E27 Supply Agreement Standard Form Page 3 of 7 Approved as to Legal Form March 9, 2020 8. Warranty. (A) The Contractor warrants that all products supplied under this Agreement are new, quality items that are free from defects, fit for their intended purpose, and of good material and workmanship. 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. 9. Quality/Quantity Adjustments. Any 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 products 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 in an attachment to this Agreement. 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 had performed the work. DocuSign Envelope ID: 4260527B-0C92-4C26-8964-28C105650E27 Supply Agreement Standard Form Page 4 of 7 Approved as to Legal Form March 9, 2020 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: Robert Presnell Title: Stores Supervisor Address: 5352 Ayers St., Corpus Christi, Texas 78415 Phone: 361-826-1990 Fax: 361-826-1690 IF TO CONTRACTOR: Ferguson Enterprises, LLC Attn: Bryan Steele Title: Sales Address: 221 Beck Dr., Corpus Christi, Texas 78405 Phone: 361-289-1977 Fax: 361-289-1968 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, 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 DocuSign Envelope ID: 4260527B-0C92-4C26-8964-28C105650E27 Supply Agreement Standard Form Page 5 of 7 Approved as to Legal Form March 9, 2020 AGREEMENT BY THE CONTRACTOR OR RESULTS FROM THE NEGLIGENT ACT, OMISSION, MISCONDUCT, OR FAULT OF THE CONTRACTOR OR ITS EMPLOYEES OR AGENTS. CONTRACTOR 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 CONTRACTOR UNDER THIS SECTION SHALL SURVIVE THE EXPIRATION OR EARLIER TERMINATION OF THIS AGREEMENT. 18. Termination. (A) The City Manager may terminate this Agreement for Contractor’s failure to comply with any of the terms of this Agreement. The Contract Administrator must give the Contractor 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. 19. 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 must provide such documentation upon delivery of such equipment and prior to receipt of the final payment by the City. 20. Limitation of Liability. The City’s maximum liability under this Agreement is limited to the total amount of compensation listed in Section 3 of this Agreement. In no event shall the City be liable for incidental, consequential or special damages. 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. DocuSign Envelope ID: 4260527B-0C92-4C26-8964-28C105650E27 Supply Agreement Standard Form Page 6 of 7 Approved as to Legal Form March 9, 2020 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 and exhibits); B. its attachments; C. the bid solicitation document including any addenda (Exhibit 1); then, D. the Contractor’s bid response (Exhibit 2). 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. (SIGNATURE PAGE FOLLOWS) DocuSign Envelope ID: 4260527B-0C92-4C26-8964-28C105650E27 Supply Agreement Standard Form Page 7 of 7 Approved as to Legal Form March 9, 2020 CONTRACTOR Signature: Printed Name: Title: Date: CITY OF CORPUS CHRISTI _________________________________________________ Kim Baker Director of Contracts and Procurement Date: Attached and Incorporated by Reference: Attachment A: Scope of Work Attachment B: Bid/Pricing Schedule Attachment C: Insurance Requirements Attachment D: Warranty Requirements Incorporated by Reference Only: Exhibit 1: RFB No. 3019 Exhibit 2: Contractor’s Bid Response DocuSign Envelope ID: 4260527B-0C92-4C26-8964-28C105650E27 SALES 5/14/2020 Bryan Steele ATTACHMENT A: SCOPE OF WORK 1.General Requirements/Background Information The City stocks PVC Water System Supply Pipe at the City Warehouse for use by the Utilities Department. 2.Scope of Work A. The Contractor shall provide water system supply pipe as outlined on the Bid/Pricing Schedule. B. The Contractor shall cross reference the City’s stock number listed on the Bid/Pricing schedule. The City agrees not to change the stock numbers assigned to each item for the duration of the contract. 3.Contractor Quality Control and Superintendence All Water System Supply Pipe will be defect fee, properly packed and shipped to ensure safe delivery. 4.Special Instructions A.Ordering and Delivery 1.City will place an order on as needed basis. 2.Contractor shall ship the materials within 2 weeks of received order to the City Warehouse, located at 5352 Ayers St. Building 6, Corpus Christi, Texas 78415. 3.All contract prices are F.O.B. destination, inside delivery to the City of Corpus Christi Facility, freight prepaid. 4.Contractor must send Technical data sheet along with the delivery of the material. City will not accept any products that do not conform to the specifications. 5.If any items found defective, unusable or inoperable to the condition, Contractor shall arrange return shipment or shipping charge will be reimbursed from the invoice. 6.Contractor understands and agrees that the City may, at its discretion, cancel any backorders due to the Contractor’s inability to deliver the product within the set time frame. 7.Cancellations shall be in writing and sent to Contractor by email, fax or mail. 8.No restocking fee or payment of any kind shall be owed for orders cancelled due to Contractor’s inability to meet the deadline delivery date. B.Defective Goods Contractor shall pay for return shipment on any products that arrive in a defective, unusable or inoperable condition. Contractor must arrange for the return shipment of damaged products. Page 1 of 1 DocuSign Envelope ID: 4260527B-0C92-4C26-8964-28C105650E27 ATTACHMENT B: BID AND PRICING SCHEDULE DocuSign Envelope ID: 4260527B-0C92-4C26-8964-28C105650E27 DocuSign Envelope ID: 4260527B-0C92-4C26-8964-28C105650E27 ATTACHMENT C: INSURANCE AND BOND 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: Completed 1.Commercial Broad Form 2.Premises – Operations 3.Products/ 4.Contractual Liability 5.Independent Contractors 6.Personal Injury- Advertising Injury $1,000,000 Per Occurrence 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. Page 1 of 3 DocuSign Envelope ID: 4260527B-0C92-4C26-8964-28C105650E27 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. Page 2 of 3 DocuSign Envelope ID: 4260527B-0C92-4C26-8964-28C105650E27 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. BOND REQUIREMENTS: No bonds are required therefore, Service Agreement 3019, Section 5 Insurance; Bonds subsection 5 (B), is hereby void. 2020 Insurance Requirements Ins. Req. Exhibit 4-D Contracts for General Services – Services Performed Offsite 03/11/2020 Risk Management – Legal Dept. Page 3 of 3 DocuSign Envelope ID: 4260527B-0C92-4C26-8964-28C105650E27 Page 1of 1 ATTACHMENT D: WARRANTY REQUIREMENTS No product warranty is required therefore, Supply Agreement 3019, Section 8, Warranty Requirements subsections 8(A)and (B) are hereby void. DocuSign Envelope ID: 4260527B-0C92-4C26-8964-28C105650E27 DATE: June 16, 2020 TO: Peter Zanoni, City Manager FROM: Peter Collins, Chief Information Officer of Information Technology PeterC@cctexas.com (361) 826-3735 Mike Markle, Chief of Police MikeMa@cctexas.com 361-886-2601 Kim Baker, Director of Contracts and Procurement KB2@cctexas.com (361) 826-3169 CAPTION: 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 from Bond 2018 Fund. SUMMARY: The motion authorizes an agreement with MCM Technology, LLC through the Houston- Galveston Area Contract (H-GAC) Cooperative for the purchase and support of Radio Inventory Management software used by Public Safety. BACKGROUND AND FINDINGS: The City is in the process of upgrading its public safety radio system, which includes the purchase of new portable and mobile radios to ensure a reliable system. During the discovery and inventory process of the existing radios and equipment, the current radio management system was found to be antiquated and has reached its end of life which warrants replacement. Radio Inventory Management Software License Agreement AGENDA MEMORANDUM Action Item for the City Council Meeting June 16, 2020 The 2018 Bond allows for Radio Infrastructure upgrade to P25 standard radio system. This upgrade utilizes this software for asset lifecycle management of the Public Safety Radio System. In 2020, 786 Harris radios were budgeted for and purchased and in 2021, 854 more Harris radios will be budgeted for and purchased. This software integrates to the Harris radio system which enhances the supports of the infrastructure. MCM Technology software is a lifecycle asset management application designed to manage radio systems. MCM Technology has an established relationship with Harris radios as a radio management application for Public Safety radio systems. The new technology will enable the City to track radios by physical location, create work orders, manage asset ownership, manage radio contacts and improve reporting. The Information Technology Department reached out to the Contracts and Procurement Department to issue a long-term contract through the H-GAC Cooperative. Contracts awarded through the H-GAC Cooperative have been competitively procured, in compliance with Texas local and state procurement requirements. ALTERNATIVES: An alternative would be to not purchase the radio inventory management software and continue to not be able to track locations and statuses of radios or Public Safety radio equipment. FINANCIAL IMPACT: The 2018 Bond allows for Infrastructure improvement which includes this software for tracking radios and maintenance of radio sites for the Police Department. The fiscal impact for Information Technology Department in FY 2020 in an amount of $116,076.00 for a five-year software license agreement with the remaining cost $40,391.69 to be budgeted in future years through the annual budget process. Funding Detail: Fund: 3343 Police2019 Bd18 Organization/Activity: 18038A3343EXP Police Radio Communication System Mission Element: 151 Polcp Pol Pol Lawenfrcmnt Project # (CIP Only): 18038A Account: 520105 Computer Software RECOMMENDATION: Staff recommends approval of this motion authorizing a five -year software license agreement with MCM Technology, LLC. LIST OF SUPPORTING DOCUMENTS: Price Sheet Software License Agreement City of Corpus Christi Price Sheet Sr. Buyer: Minerva Alvarado Radio Inventory Management Software H-GAC # EC07-18 Item Description Qty Cost Total Cost 1 Commshop powered by Motiondeck 1 $34,000.00 $34,000.00 2 Core User License 6 $1,275.00 $7,650.00 3 Light User License 4 $170.00 $680.00 4 Asset Light User Page 1 $1,700.00 $1,700.00 5 Service Request Light User Page 1 $1,700.00 $1,700.00 6 Support & Maintenance 1 $9,146.00 $9,146.00 7 Commshop Professional Services Installation Bundle 1 $55,250.00 $55,250.00 8 Light User Page Professional Services Installation Bundle 2 $2,975.00 $5,950.00 $116,076.00 9 Year 2 Support & Maintenance 1 $9,511.84 $9,511.84 10 Year 3 Support & Maintenance 1 $9,892.31 $9,892.31 11 Year 4 Support & Maintenance 1 $10,288.01 $10,288.01 12 Year 5 Support & Maintenance 1 $10,699.53 $10,699.53 $156,467.69 Total Year One Total 5 Year MCM Technology, LLC EULA 160307.1 MCM TECHNOLOGY, LLC SOFTWARE LICENSE AGREEMENT THIS SOFTWARE LICENSE AGREEMENT (this “Agreement”), dated as of the _______ day of_______________________, 2020 (the “Effective Date”), is made and entered into by and between MCM Technology, LLC, a Delaware limited liability company located at 3510 Vann Road, Suite 105, Birmingham, AL 35235 (“MCM” or “Licensor”), and the City of Corpus Christi, located at 1201 Leopard Street, Corpus Christi, TX 78401 (“Licensee”). 1. License and Usage Rights: 1.1. License. Commencing on the Effective Date, and subject to payment of the license fees specified in the Project Schedule(s), Licensor grants to Licensee, and Licensee accepts from Licensor, a non-exclusive license to the rights set forth herein with respect to each of the software products (“Product(s)”) described in the attached Product Schedule(s) in executable code form (the “Executable Code License”) and to all user manuals and other documents relating to the Product(s) that are provided to Licensee by MCM (collectively, the “Documentation”). Such license shall continue until it or this Agreement is terminated pursuant to Section 12 hereof. Pursuant to such license, Licensee shall have the following rights: 1.1.1. Permitted Use. Licensee may permit the number of users specified in each Product Schedule to use, access, and benefit from the use of, the applicable Product(s) in the manner and for the intended purposes descried in the Pro duct Schedule(s) and the Documentation. Licensee may install the Product(s) in any combination, subject to the user limitations set forth in the applicable Product Schedule(s), on (i) one or more servers and permit user access thereto, or (ii) individual user workstations. All majority-owned or controlled subsidiaries and divisions of Licensee are hereby granted the use, access, and benefit of the Product(s) by Licensor, at no additional cost, so long as each such subsidiary or division is legally bound by the terms of this Agreement, the number of users authorized under the applicable Product Schedule(s) are not exceeded, and the other license restrictions set forth herein are not violated. Licensee may permit is third party subcontractors to use and access the Product(s) solely in the course of their work for Licensee, provided that Licensee agrees that Licensee shall be responsible for any breach of this Agreement by any such third party subcontractor (if the applicable act(s) or failure(s) to act of su ch subcontractor, if taken or failed to be taken by Licensee, would constitute a breach of this Agreement by Licensee) and any such third party contractor (i) shall not disclose or distribute any part of the Product(s), (ii) shall maintain the confidential ity of the Product(s), and (iii) shall not otherwise violate Licensor's proprietary rights described herein. In no event shall Licensee enable a third party to access the Product(s) if such third party is known by Licensee to be a competitor of Licensor at the time that access is granted by Licensee. In no event may the Product(s) be used in connection with any commercial timesharing, service bureau or other similar rental or sharing arrangements involving third parties. 1.1.2. Right to Copy. Licensee may make a reasonable number of copies of the Product(s) and the Documentation for its internal use, including, but not limited to, duplication for disaster recovery purposes, provided that Licensee’s use of such copies shall be limited in the manner described herein and such copies shall retain Licensor's copyright and proprietary rights notices to the same extent as they appear on the original copy of the Product(s) and Documentation. 2. Title and Ownership; Data. 2.1. Product(s) and Documentation. The parties agree that the Product(s) and Documentation constitute valuable property, proprietary information and/or trade secrets of MCM, whether or not any portion of the Product(s) is or may be copyrighted or patented. Title, full ownership and all proprietary rights in and to the Product(s) (as they now exist or may later be modified) and the Documentation and all copies thereof shall remain solely with MCM. Licensee agrees not to remove or destroy any proprietary markings or proprietary legends place d upon or contained within any Product(s) or any related materials or Documentation by Licensor. Except for the license and usage rights expressly granted herein, nothing in this Agreement shall be or shall be interpreted or construed to be a transfer of any right, title or interest whatsoever in the Product(s) or the Documentation. 2.2. Data. All data created and/or processed by the Product(s) is and remain the sole property of Licensee and shall in no way become attached to the Product(s), nor shall Licensor have any rights in or to the data of Licensee without the prior written consent of the Licensee, provided that Licensee shall not unreasonably withhold its consent to any proposed usage of any such data by Licensor in a manner that does not violate applicable law or present a health or safety risk to the public (such as, without limitation, usage of such data to measure or predict product desirability or reliability). 3. Acceptance: 3.1. Product(s). Licensee shall have thirty (30) calendar days from the date o f installation of each of the Products (the “Installation Date”) to test such Product and determine whether it complies with this Agreement, the applicable Statement of Work (“SOW”) or Engineering Project Plan (“EPP”), and any Documentation provided by MCM relating thereto. Licensee must report any perceived nonconformity in such Product to MCM in writing within such 30 -day period. Any part of the Product not identified as nonconforming within such time period shall be deemed to be accepted by Licensee in all respects effective as of the end of such 30-day period, and Licensee’s failure to notify MCM in writing of nonconformity within such 30-day period shall act as a waiver of any claims with respect thereto. Notwithstanding the 30-day acceptance period, if the Licensee commences using the Product in day-to-day operations, the Product shall be deemed to be accepted by the Licensee on such date of commencement of usage. The date on which a Product is accepted or deemed to be accepted by Licensee hereunder is referred to as the “Acceptance Date”. In the event of the discovery and identification of any nonconforming Product, Licensee’s sole and exclusive remedy, and MCM’s entire liability, shall be: (i) the correction of MCM Technology, LLC EULA 160307.1 program errors that cause nonconformity; or (ii) if MCM cannot substantially correct such nonconformity in a commercially reasonable manner, Licensee may end its license and recover the fees paid to MCM for the license and any unused, prepaid support and maintenance fees. 3.2. Services. To the extent any installation, training or other services are performed or completed by MCM after the Installation Date, Licensee shall have thirty (30) calendar days from completion of such services within which to notify MCM in writing of any nonconformity with respect thereto. Any part of the service not identified as nonconforming within such 30 -day period shall be deemed to be accepted by Licensee in all respects, and Licensee’s failure to notify MCM in writing of nonconformity within such 30-day period shall act as a waiver of any claims with respect thereto. 4. Delivery Method, Installation and Training. 4.1. Method. Licensor shall deliver the Product(s) to Licensee by one of the following methods specified in the applicable Product Schedule: (i) Licensor shall provide Licensee with a tangible copy of each Product and applicable Documentation (in which case Licensor shall provide Licensee with a replacement copy of the Product(s) at no charge in the event of loss or damage to the copy originally delivered hereunder); (ii) Licensor shall transfer electronically to Licensee (a) a copy of each Product specified in a Product Schedule, and (b) the applicable Documentation in accordance with the delivery instructions set forth in the applicable Product Schedule (in which case the Licensor and Licensee will execute a Certificate of Delivery and Installation after the delivery has been completed); or (iii) in the event the Licensee has chosen a hosted environment by which the Products will be accessed and u tilized, Licensor shall provide Licensee with remote access to the Product(s). If the Licensee and Licensor do not specify a method of delivery in the applicable Product Schedule, the applicable Product shall be delivered via a tangible copy pursuant to c lause (i) above. 4.2. Installation. Licensor will provide the services relating to installation of each Product to the extent and for the fees set forth in the applicable Product Schedule. 4.3. Training. Licensor will provide Licensee with training in the use and operation of each Product to the extent and for the fees set forth in the applicable Product Schedule. 4.4. Other Professional Services. Licensor will provide other necessary professional services required to cause the Product(s) to be fully functional and operational in the Licensee’s operating environment to the extent and for the fees set forth in the applicable Product Schedule, SOW or EPP (which professional services may include Data Conversion, Database Configuration, Installation Services, Business and Workflow Process Evaluation, Project Analysis and Management, Project Documentation, Business and Process Re-engineering, and Executive-Level Training), provided that Licensee is solely responsible for procuring any and all hardware and third party software necessary for the Product(s) to operate in the Licensee’s operating environment. 5. Support and Maintenance. Support and Maintenance for the Product(s) is defined and governed by a separate Support and Maintenance Agreement. 6. Software Updates and Upgrades. 6.1. Incremental Versions. So long as Licensee has a Support and Maintenance Agreement in place and is current on payments, Incremental Versions shall be provided to the Licensee as soon as such Incremental Versions have been made available or offered to any of MCM’s other licensees. Such Incremental Versions shall not degrade the performance, functioning or operation of the Product(s), and MCM agrees to give Licensee all reasonably necessary assistance to install the same, at no additional cost to Licensee. For purposes of this Agreement, “Incremental Version” means a specific version of a Product containing a similar set of features and functions as previous version(s), but that is incrementally improved in terms of technical stability and reliability, including, without limitation, new versions that effect patches and fixes to a Product (for purposes of clarity, Incremental Versions shall be noted by incremental rather than whole version numbers (e.g., Version 1.1, Version 1.2, Version 1.3, etc.). If MCM releases an Incremental Version of a Product, MCM shall have no further responsibility to provide Maintenance Services with respect to the superseded version of the Product, except that MCM will continue to provide Maintenance Services for such superseded version of the Product for twelve (12) months following the published date of the Incremental Version. 6.2. New Versions. MCM shall have no obligation or responsibility of provide Licensee with New Versions that may be offered for sale by MCM in the future. For purposes of this Agreement, “New Version” means a specific version of a Product containing a significant quantity of new or improved features and functions compared to previous version(s) (for purposes of clarity, New Versions shall be noted by whole version numbers (e.g., Version 1.0, Version 2.0, Version 3.0, etc.). If MCM releases a New Version of a Product, MCM shall have no further responsibility to provide Maintenance Services with respect to the superseded version of the Product, except that MCM will continue to provide Maintenance Services for such superseded version of the Product for the longer of (x) twenty-four (24) months following the published date of the New Version and (y) the remainder of the then current Maintenance Period. 7. Licensee Obligations. 7.1. Selection and Use. Licensee accepts full responsibility for the selection, implementation after installation, and use of the Product(s) and Documentation to achieve Licensee’s intended results. 7.2. Licensee Resources; Third Parties. Licensee shall provide MCM with access to such personnel, hardware and third- party software as may be necessary to install the Product(s) and provide the other services contemplated hereby, and Licensee shall be responsible for and obtain all rights from third parties necessary for MCM to perform any services contemplated hereby, including, without limitation, all rights of access and rights to modify, under copyright, confidentiali ty agreements, the Computer Fraud and Abuse Act, and all other forms and sources of rights or restrictions. 7.3. Audit Rights. Licensee shall allow MCM to periodically audit Licensee’s usage of the Executable Code License granted hereunder to determine compliance with the user limitations and other terms set forth in the Product Schedule(s). 7.4. International Law. Licensee acknowledges that each Product is subject to U.S. export laws. Licensee agrees to comply with all applicable international and national laws that apply to the Product(s), including, without limitation, end -user, end- use, and destination restrictions. Without limiting the generality of the foregoing, additional information may be available at such locations as http://www.bxa.doc.gov or from third party resources. MCM is not responsible for the accuracy of the information at any such websites. MCM Technology, LLC EULA 160307.1 7.5. Derivative Works. Licensee shall not, and shall not attempt to, create, replicate, copy, adapt, ‘unlock’, translate, alter, reverse engineer, revise, disclose, or make derivative works of the Product(s) or Documentation (each a “Modification”), directly or indirectly by any method. Licensee agrees not to develop any software based on any portion or function of the Product(s) or Documentation. All copies, Modifications, and derivative works (whether or not authorized) automatically upon creation (i) belong solely to Licensor, (ii) become subject to the limitations and obligations of Licensee under this Agreement, and (iii) are excluded from any warranty or other obligation by MCM. 7.6. No Distribution or Sublicenses. Licensee’s license and right to use the Product(s) does not include any license or right to distribute or sublicense the Product(s) or the Documentation. Without limiting the foregoing, the Licensee shall not use, distribute or sublicense the Product(s) in any manner that would cause the Product(s) t o become subject to the terms of any “open source” license or agreement or any other license, agreement, or any condition or requirement in equity, law, or contract that would or could require the Product(s) to be (i) released or distributed outside the fu ll control and discretion of MCM, or (ii) distributed or disclosed in source code form. 8. Warranties. 8.1. MCM Warranties. MCM warrants that: (i) it has the right to license the Product(s) to Licensee pursuant to this Agreement; (ii) Licensee’s permitted use and possession of the Product(s) and Documentation will not violate the terms or conditions of any license, confidentiality agreement, non-competition agreement, employment agreement or any other agreement to which MCM may be subject; and (iii) neither the execution of this Agreement by MCM nor the performance by MCM of its obligations hereunder shall infringe any intellectual property rights of any third party with respect to the Product(s) or Documentation. The foregoing warranties shall survive the Installation Date for a period of one (1) year. 8.2. Material Defects. MCM warrants the Product(s) shall be free from material defects and shall operate substantially in accordance with the then current applicable Documentation for a period of sixty (60) days followi ng the Installation Date. 8.3. Remedy. In the event of a breach of Section 8.2 hereof, MCM’s sole responsibility for such breach shall be, at MCM’s sole election, to: (a) correct such defects or failures to operate in accordance with specifications or provide a work-around solution; (b) replace any defective Product(s); or (c) correct any errors in MCM’s Documentation to substantially conform to the intended performance of the Product(s) and resubmit such Documentation to Licensee. The foregoing obligations of MCM are void if (i) MCM does not receive prompt notice in writing from the Licensee of a breach prior to the end of the applicable 60-day period or (ii) MCM’s examination of the applicable Product confirms that the Product has been (x) altered or modified by or on behalf of Licensee, other than by MCM, (y) subjected to negligence or computer or electrical malfunction, or (z) used, adjusted or installed in a manner inconsistent with the Documentation or other written instructions provided by MCM to Licensee hereunder, in which event Licensee shall be invoiced for any additional services rendered by MCM to remedy the problem at the then current rates at the time such services are performed. 8.4. Warranty Limitation. The warranty provided in Section 8.2 does not cover any portion of a Product that malfunctions for reasons not connected to the logic of the Product or for reasons not under the control of MCM. The performance of M CM’s obligations under Section 8.3 shall be MCM’s total maximum liability and MCM’s ent ire obligation to the Licensee as a consequence of breach of Section 8.2 hereof, and the Licensee shall have no other claims against MCM as a result of such breach. 8.5. Viruses. Each Product that is provided by Licensor to Licensee under the terms of this Agr eement shall be free, at the time of receipt by Licensee, of any programs, subroutines, code, instructions, data or functions, (including but not limited to viruses, worms, date bombs or time bombs), the purpose of which is to intentionally cause the Produ ct to cease operating, or to damage, interrupt, interfere with or hinder the operation of the Product, the system in which it resides, or any other software or data on such system or any other system with which it is capable of communicating or otherwise permit the unauthorized access to Licensee systems or data ; provided that the Product may contain a program that enables cessation of access to, or operation of, the Product in the event Licensee does not make timely payment of amounts owed to it by Licensee hereunder. For the avoidance of doubt, the provisions of this Section 8.5 shall apply to each delivery of a Product, in whole or in part, to Licensee including each error correction, patch, update, workaround or other similar interim or partial delivery form of the Product. 8.6. Professional Services. MCM represents that all Services to be provided by MCM hereunder will be performed by qualified workers, and in a professional and workmanlike manner, and that the services will conform to the applicable requir ements and specifications and to the standards applicable in the software industry. MCM agrees that if any such service is not in material compliance with this warranty and such non-compliance is brought to MCM’s attention within a reasonable time after such services are performed, then as the sole remedy for a breach of this warranty MCM will re -perform the applicable services at MCM’s sole cost and expense. 8.7. Enjoined Software. MCM warrants that if substantial use of a Product for its intended purpose is enjoined through a preliminary injunction, MCM shall, in its discretion and at no expense to the Licensee, either (i) procure for the Licensee the right to continue using the Product or (ii) replace or modify the Product so that it becomes non-infringing and is of equivalent or superior functionality. If neither of the foregoing alternatives are available, the Licensee may terminate the license granted in Section 1.1 only with respect those areas where the use of the Product is found infringing. If the license is terminated, the Licensee will be entitled to, and MCM will remit to the Licensee, a refund of a proportionate amount of the fees paid hereunder for the license to use the Product. If the injunction or action is withdrawn or a settlement of such action is reached, the affected license(s) will be reinstated under the terms of this Agreement. 9. Warranty Disclaimer. LICENSEE ACKNOWLEDGES AND AGREES THAT, WITH THE EXCEPTION OF THE LIMITED WARRANTIES SET FORTH IN SECTIONS 8.1, 8.2, 8.5 and 8.6 HEREOF, LICENSOR HAS NOT MADE AND MAKES NO REPRESENTATIONS OR WARRANTIES OF ANY KIND OR NATURE, EITHER ORAL OR WRITTEN, EITHER EXPRESS OR IMPLIED, CONCERNING THE PRODUCT(S) AND DOCUMENTAT ION LICENSED HEREUNDER OR THE SERVICES TO BE PROVIDED HEREUNDER, AND TO THE FULLEST EXTENT PERMITTED UNDER APPLICABLE LAW, LICENSOR SPECIFICALLY DISCLAIMS ANY AND ALL REPRESENTATIONS AND WARRANTIES CONCERNING SUCH PRODUCT(S), DOCUMENTATION AND SERVICES, BOTH EXPRESS AND IMPLIED, ORAL AND WRITTEN, INCLUDING, WITHOUT LIMITATION, ALL WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE OR USE, ACCURACY OF DATA, SYSTEM INTEGRATION, AND ALL WARRANTIES RELATING TO RESULTS TO BE DERIVED FROM THE USE OF SUCH PRODUCT(S), DOCUMENTATION OR SERVICES PROVIDED IN CONNECTION WITH THIS AGREEMENT. LICENSEE ACKNOWLEDGES THAT IT IS A SOPHISTICATED PARTY TO THIS AGREEMENT AND MCM Technology, LLC EULA 160307.1 RECOGNIZES AND AGREES THAT THIS PROVISION IS AN INTEGRAL PART OF LICENSOR’S PRICING AND AN IMPORTANT FACTOR IN ITS WILLINGNESS TO GRANT THE LICENSE HEREUNDER AND PERFORM SERVICES HEREUNDER. 10. Limitations of Liability. IN NO EVENT SHALL LICENSOR BE LIABLE FOR ANY INCIDENTAL, INDIRECT, PUNITIVE, SPECIAL OR CONSEQUENTIAL DAMAGES OF ANY NATURE, W HETHER FORESEEABLE OR NOT, INCLUDING, WITHOUT LIMITATION, DAMAGES FOR LOSS OR DESTRUCTION OF DATA, BUSINESS INTERRUPTION, COSTS OF COVER, LOSS OF USE, LOSS OF ANTICIPATED REVENUES OR PROFITS, OR DAMAGES RESULTING FROM OR RELATING TO CLAIMS BROUGHT AGAINST LICESEE BY THIRD PARTIES, REGARDLESS OF WHETHER LICENSOR HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES, AND THE LICENSEE CANNOT CLAIM, DEMAND OR SEEK RECOVERY FROM LICENSOR OR ITS REPRESENTATIVES FOR ANY OF THE FOREGOING LOSSES OR DAMAGES AND LICENSOR WILL NOT INDEMNIFY THE LICENSEE FOR ANY SUCH CLAIMS. TO THE MAXIMUM EXTENT PERMITTED BY APPLICABLE LAW, LICENSOR DISCLAIMS ANY PRODUCT LIABILITY AS A CONSEQUENCE OF LOSS OR DAMAGE TO PROPERTY WHICH, IN VIEW OF ITS NATURE, IS NORMALLY INTENDED FOR COMMER CIAL USE. IN NO EVENT SHALL LICENSOR’S TOTAL CUMULATIVE LIABILITY IN CONNECTION WITH OR RELATING TO THE PRODUCT(S), DOCUMENTATION, SERVICES OR THIS AGREEMENT EXCEED THE AMOUNT OF THE LICENSING FEES AND OTHER AMOUNTS ACTUALLY PAID BY LICENSEE TO LICENSOR HEREUNDER. THESE LIMITATIONS SHALL APPLY TO ALL CAUSES OF ACTION IN THE AGGREGATE, WHETHER BASED IN CONTRACT, TORT OR OTHERWISE. NO CLAIM ARISING IN CONNECTION WITH THE PRODUCT(S), DOCUMENTATION, SERVICES OR THIS AGREEMENT MAY BE BROUGHT AGAINST LICENSOR MORE THAN ONE (1) YEAR AFTER IT ACCRUES. 11. Confidentiality and Non-Disclosure. Licensee agrees that the Product(s) and Documentation are unique and valuable assets of MCM and agrees to maintain the Product(s) and Documentation and all other Confidential In formation of MCM in strict confidence and to use and disclose such Confidential Information only as permitted under this Agreement. For purposes of this Agreement, “Confidential Information” shall mean all information provided to Licensee by MCM, including, without limitation, the Product(s) and Documentation, Licensee proposals, pricing information, contracts and any other information exchanged between MCM and Licensee. Licensee shall prevent disclosure of the Confidential Information to persons or entitie s other than Licensee’s employees, agents, subcontractors or representatives of MCM, or other persons at Licensee’s premises, and Licensee may disclose Confidential Information to its employees, agents, subcontractors or representatives of MCM solely for p urposes related to Licensee’s permitted use of the Product(s) or Documentation hereunder. The foregoing restrictions on disclosure and use sh all not apply with respect to any information which: (i) was or becomes publicly known through no fault of Licensee ; (ii) was rightfully known or becomes rightfully known to Licensee without confidential or proprietary restriction from a source other than MCM; (iii) is independently developed by Licensee without reference to or reliance on Confidential Information; (iv ) is required to be disclosed by law. Licensee hereby acknowledges and agrees that breach of this Section 10 would result in irreparable harm to MCM. MCM acknowledges that Licensee is subject to Texas Public Information Act (the “Act”). Should the Licens ee receive a request for disclosure of Confidential Information pursuant to the Act, Licensee will promptly provide MCM notice of such req uest so that MCM may avail itself of any opportunities to establish reasons why the information should be withheld pri or to disclosing such Confidential Information. The burden of establishing the applicability of exceptions to the disclosure of Confidential Information under the Act resides with MCM. Should MCM be unable to establish a valid exception from disclosure o r exclusion from the Act, then Licensee may release the information, solely to the extent necessary to comply with the Act. 12. Fees and Charges. 12.1. License Fee. Licensee shall pay to Licensor the licensing fees for the Product(s) being licensed hereunder set forth in the applicable Product Schedule(s). If the Product(s) are being acquired directly from MCM, then the Licensee is obligated to pay MCM according to the Product Schedule(s). If the Product(s) are being acquired via a reseller of MCM’s Products, then the Licensee is obligated to pay such reseller according to payment terms and conditions agreed -upon between the Licensee and the reseller. 12.2. Taxes. The fees payable under this Agreement do not include sales, use or other similar taxes. Licensee shall be solely responsible for paying, and shall pay, the full amount of any and all taxes imposed concerning the Product(s), Maintenance Services or other services contemplated hereby, excluding taxes based on Licensor’s income, and Licensee hereby agrees to indemnify and hold Licensor harmless from and against any such sale, use or other taxes that Licensor may be pay or be compelled to pay. MCM (or any applicab le reseller of MCM's Products) may elect, in its sole discretion, to issue a separate invoice for such taxes or indicate on the invoice the amount of taxes attributable thereto, provided that no such election shall negate Licensee’s obligations set forth in the immediately preceding sentence. 12.3. Payment. All payments due and payable to MCM hereunder shall be no later than thirty (30) days after Licensee’s receipt of the applicable invoice from MCM which invoice shall reference the particular Product Schedul e(s) to which it relates. Any milestone payments due by the Licensee shall be payable upon the completion of such milestone(s). If the failure to achieve any particular milestone, where the fault of achieving such milestone lies with the Licensee (e.g. hardware not available or accessible (staging, configuration, IT issues, etc.), personnel not available (vacations, PTO, etc.), personnel of Licensee not engaged or not responsive to Licensor communications and requests, etc.), then Licensee shall be billed as if the milestone has been achieved. Past due amounts shall survive the termination or expiration of this Agreement. 13. Termination. 13.1. Termination by Licensor. Licensor shall have the right without further obligation or liability to Licensee (i) to terminate the license granted hereunder with respect to any Product to which the applicable license fee or any portion thereof has not been paid within thirty (30) days after receipt by Licensee of written notice from Licensor that such payment is past due; (ii) to terminate the license granted hereunder with respect to any Product to which Licensee is in material breach of its obligations under this Agreement, if Licensee fails to remedy such breach within thirty (30) days after receipt of written notice from Licensor of such breach; or (iii) to terminate the Maintenance Services with respect to any Product to which the applicable Maintenance Services fee or any portion thereof has not been paid within thirty (30) days after receipt by Licensee of written notice from Licensor that such payment is past due. In no event shall termination of the Maintenance Services pursuant to the foregoing clause (iii) prevent the Licen see from continuing to use, access, and benefit from the licensed Product(s). MCM Technology, LLC EULA 160307.1 13.2. Bankruptcy Proceedings. Either party may terminate this Agreement without prior notice upon (i) the filing of a voluntary petition in bankruptcy by the other party, or (ii) the passage of one hundred twenty (120) days after the commencement of any involuntary proceeding against such other party seeking reorganization, arrangement, composition, readjustment, liquidation, dissolution or similar relief under any bankruptcy, insolvency or other similar law, if the proceeding has not been dismissed during such one hundred twenty (120) day period. 13.3. Termination by Licensee. Licensee may terminate the license granted hereunder upon thirty (30) days written notice to MCM. 13.4. Effect of Termination. In the event of any termination of this Agreement or the license granted hereunder, Licensee shall not be relieved from making payments to MCM for all amounts due hereunder, including payment in full for the Product(s) and Maintenance Services through the end of the then current Maintenance Period and for all other professional services rendered through the date of termination. In addition, upon the termination of this Agreement or the license granted hereunder with respect to any Product, the rights granted hereunder to Licensee with respect to such Product shall immediately cease, and Licensee shall (i) upon Licensor’s request and at Licensor's expense, return to Licensor or destroy the applicable Product together with all Documentation, notes, and other material provided by the Licensor relating to the Product; and/or (ii) upon Licensor’s request, purge all copies of the applicable Product or any portion thereof from all computer systems and from any computer storage medium or device on which Licensee has placed or permitted others to place the Product. 14. Independent Contractor. The relationship of Licensor to Licensee shall be that of an independent contractor. Neither party shall have any authority to execute contracts or make commitments o n behalf of the other party. Nothing contained herein shall be deemed to create the relationship of employer and employee, or principal and agent, joint venturer or partner between Lice nsor and Licensee. 15. Security Policies. Licensor and Licensee agree that their respective employees, while working at or visiting the premises of the other party, shall comply with all the internal rules and regulations of the other party, including security procedures, and all applicable federal, state, and local laws and regulations applicable to the location where said employees are working or visiting. 16. Force Majeure. Except with respect to the obligation to pay money, neither party will be responsible for delays or failures in performance resulting from acts beyond the control of such party. Such acts shall include, but not be limited to, acts of God, acts of terrorism, strikes, supplier delays, lockouts, riots, acts of war, epidemics, governmental regulations superimposed after the fact, fire, communication line failures, power failures, earthquakes or other disasters. 17. Entire Agreement; Priority; Governing Law. This Agreement and the Product Schedule(s) referencing this Agreement, along with the related SOWs and EPPs, constitute the entire agreement between the partie s with respect to the subject matter hereof and thereof and supersede all prior and contemporaneous agreements, understandings, negotiations and discussions , whether oral or written, between the parties with respect thereto, and there are no warranties, re presentations and/or agreements between the parties in conjunction with the subject matter hereof except as specifically set forth or referred to herein. This Agree ment shall be construed in accordance with and governed by the laws of the State of Texas without regard to any choice of law rules that may direct the applications of the laws of another jurisdiction. 18. Modifications. All amendments to this Agreement must be in writing and must be signed by both parties hereto. 19. Headings. Headings used in this Agreement are for reference purposes only and shall not be deemed a part of this Agreement. 20. Enforceability. If any provision of this Agreement shall be held to be invalid, illegal or unenforceable, the validity, legality and enforceability of the remaining provisions shall in no way be affected or impaired thereby. 21. Assignment. This Agreement and the rights and duties hereunder shall not be assignable, whether by operation of law or otherwise, by Licensee except with the prior written consent of MCM in each instance. MCM may assign this Agreement and its rights and duties hereunder to a third party that acqu ires MCM, whether such acquisition is structured as an asset purchase, a securities purchase, a merger or otherwise. 22. U.S. Government Restricted Rights Notice. 22.1. U.S. Government Agency. If the Licensee is a unit or an agency of the United States Government, the terms of this Section 21 apply. If the Licensee is a civilian agency, each Product: i) was developed at private expense and is existing computer software and no part was developed with government funds; (ii) is trade secret of MCM for all purposes of the Freedom of Information Act; (iii) is a commercial item and thus, pursuant to Section 12.212 of the Federal Acquisition Regulations (FAR), the Government's use, duplication or disclosure of the Product is subject to the restrictions set forth in this Agreement and any applicable Product Schedule, SOW or EPP between MCM and the U.S. government agency; (iv) is in all respects proprietary data of MCM; and (v) is unpublished and all rights are reserved under the copyright laws of the United States. 22.2. U.S. Department of Defense. If the Licensee is part of the Department of Defense: Each Product is commercial computer software (and commercial computer software documentation), and pursuant to DFAR § 227.7202, use duplication or disclosure of the Product is subject to the restrictions set forth in this Agreement and any applicable Product Schedule, SOW or EPP between MCM and the U.S. Government agency. In the event any technical data are not covered by these provisions, it shall be deemed "technical data - commercial items" pursuant to DFAR § 252.227-7015(a). Any use, modification, reproduction, release, performing displaying, or disclosing of such technical data shall be governed by the terms of DFAR § 252.227-7015(b). 23. Dispute Resolution – Arbitration. ALL CLAIMS, DISPUTES, AND OTHER MATTERS IN QUESTION BETWEEN THE PARTIES ARISING OUT OF OR RELATING TO THIS AGREEMENT, INCLUDING THE ENFORCEABILITY OF THIS ARBITRATION CLAUSE, WHETHER SUCH CLAIMS ARE BROUGHT IN CONTRACT, TORT OR OTHERWISE, SHALL BE MCM Technology, LLC EULA 160307.1 DECIDED BY ARBITRATION CONDUCTED IN CORPUS CHRISTI, TEXAS, IN ACCORDANCE WITH THE COMMERCIAL ARBITRATION RULES OF THE AMERICAN ARBITRATION ASSOCIATION THEN PERTAINING, AND SHALL NOT BE DECIDED IN THE COURTS UNLESS THE PARTIES MUTUALLY AGREE OTHERWISE. 24. Survival. All terms of this Agreement, which by their nature would survive the termination of this Agreement, shall survive termination. “MCM” or “LICENSOR” MCM TECHNOLOGY, LLC By: Name: Murray Shaw Its Vice President of Sales “LICENSEE” City of Corpus Christi, TX By: Name: Its MCM Technology, LLC EULA 160307.1 PRODUCT SCHEDULE #1 This Product Schedule summarizes the Product(s) being licensed by the Licensor. The Executable Code License granted hereunder shall be effective as of the Effective Date. Product Name, Description, and Version: Commshop powered by Motiondeck Operating System Server: Windows 2016 or later Workstation: Windows 7 or later Database Platform Microsoft SQL 2016 or later (requires SSRS) Delivery Method Please initial the applicable delivery method: __X__ Tangible Copy _____ Electronic Copy _____ Hosted Access Product deliverable form: Executable Code: Included Licensed # Users and Details Please fill in the agreed upon number of permitted users: _ 6____ Core Commshop Seat Licenses ___4__ Light User Licenses Hardware Specs and recommendations in Statement of Work First year Support & Maintenance Term begins Sign-off/Acceptance Date: _____/_____/_____ Fees: License Fees $45,730.00 Professional Services and Other Fees $61,200.00 First-Year Maintenance Services Fees $ 9,146.00 Payment Terms If to MCM: Net 30 days per Section 11.4 of the Agreement. Special Terms and Conditions Years 2-5 Support & Maintenance quoted as optional: Year 2 – $9,511.84 Year 3 – $9,892.31 Year 4- $10,288.01 Year 5 - $10,699.53 Customization Services N/A MCM Technology, LLC SMA 160307.1 SUPPORT & MAINTENANCE AGREEMENT THIS SUPPORT AND MAINTENANCE AGREEMENT (this “Agreement”), dated as of the _______ day of _______________________, 2020 (the “Effective Date”), is made and entered into by and between MCM Technology, LLC, a Delaware limited liability company located at 3510 Vann Road, Suite 105, Birmingham, AL 35235 (“MCM” or “Licensor”), and the City of Corpus Christi, located at 1201 Leopard Street, Corpus Christi, TX 78401 (“Client” or “Licensee”). WHEREAS MCM and Client agree that Client is a bonafide Licensee of certain MCM software application(s), as evidenced by the Software License Agreement dated _______________ (“License Agreement”), between MCM a nd Client, MCM and Client agree to the following provisions with regard to Maintenance and Support to be provided by MCM to Client. 1. Maintenance. 1.1. First-Year Maintenance and Support. Licensee agrees to purchase maintenance and support services (“Maintenance Services”) for each Product, as defined in the License Agreement for a period of five (5) years commencing on the Acceptance Date applicable to the Product (the “Maintenance Period”). At the end of the initial five-year Maintenance Period, a contract extension may be negotiated at the then current rates. 1.2. Maintenance and Support Services. MCM shall, during the Maintenance Period and subject to payment of the Maintenance Service fees specified in the Project Schedule(s) in the License Agreement, provide Licensee with the following ongoing Maintenance Services for each Product: 1.2.1. Telephone, Email and Online Support. Reasonable telephone and email support in the form of advice and counsel on Licensee’s use of the Product. Telephone support shall be provided from 8:00 a.m. to 5:00 p.m. (Central Standard Time), Monday through Friday, exclusive of those holidays observed by Licensor. Licensor’s support individuals (“Support Representatives”) shall be reasonably competent in the use and operation of the Product. The Support Representatives will act as primary interface to Licensor for support purposes. Licensor will make all commercially reasonable efforts to address the problem identified by the Support Representative. Additionally, Licensee shall have access to MCM’s Customer Portal on its Website, giving Licensor access to training manuals, tips and tutorials, product documentation, webinars, system patches and Incremental Version Updates. 1.2.2. Material Malfunctions and Defects. In the event of a material malfunction or defect which does not permit a Product to operate substantially in accordance with the Documentation (as defined in the License Agreement), MCM shall perform the services described in Section 8.3 of the License Agreement (entitled “Warranties-Remedy”); provided, however, that Licensee fulfills the obligations set forth therein and the malfunction or defect occur in a supported version of the Product. 1.2.3. Licensee Obligation. As a condition to Licensor’s obligation to provide the Maintenance Services, Licensee agrees to furnish Licensor with all information, materials and/or access as requested by Licensor that may be needed and reasonably required for use in replicating, diagnosing and correcting a Product(s) problem reported by Licensee. 1.2.4. Customized Product(s). Licensor shall not be obligated to provide Maintenance Services for any software other than the Product(s) delivered to Licensee. Licensor shall have no obligation to provide Maintenance Services for Product(s) that have been customized for Licensee by any party other than Licensor unless Licensee has obtained MCM's prior written consent to such modification. Notwithstanding the foregoing, error corrections shall only be provided for customized Products if the reported error is reproducible in the unmodified version. In such event, Licensor shall correct the error in the unmodified version and Licensee shall be responsible for the integration of the error correction into the modified version. 1.2.5. Licensee-Created Support Issues. If any problem reported to MCM pursuant to this Section 1 of the Support and Maintenance Agreement is the result of Licensee’s misuse of the Product(s) or is unrelated to the Product(s), Licensee shall reimburse MCM for the services provided to correct such malfunction, defect or nonconformity at MCM’s then current published standard rates for such services. 1.2.6. Incremental Versions. Incremental Versions shall be provided to the Licensee as soon as such Incremental Versions have been made available or offered to any of MCM’s other licensees. Such Incremental Versions shall not degrade the performance, functioning or operation of the Product(s), and MCM agrees to give Licensee all reasonably necessary assistance to install the same, at no additional cost to Licensee. For purposes of this Agreement, “Incremental Version” means a specific version of a Product containing a similar set of features and functions as previous version(s), but that is incrementally improved in terms of technical stability and reliability, including, without limitation, new versions that effect patches and fixes to a Product (for purposes of clarity, Incremental Versions shall be noted by incremental rather than whole version numbers (e.g., Version 1.1, Version 1.2, Version 1.3, etc.). If MCM releases an Incremental Version of a Product, MCM shall have no further responsibility to provide Maintenance Services with respect to the superseded version of the Product, except that MCM will continue to provide Maintenance Services for such superseded version of the Product for twelve (12) months following the published date of the Incremental Version. 1.2.7. New Versions. MCM shall have no obligation or responsibility to provide Licensee with New Versions that may be offered for sale by MCM in the future. For purposes of this Agreement, “New Version” means a specific version of a Product containing a significant quantity of new or improved features and functions compared to previous version(s) (for purposes of clarity, New Versions shall be noted by whole version numbers (e.g., Version 1.0, Version 2.0, Version 3.0, etc.). If MCM releases a New Version of a Product, MCM shall have no further responsibility to provide Maintenance Services with respect to the superseded version of the Product, except that MCM will continue to provide Maintenance Services for such superseded version of the Product for the longer of (x) twenty -four (24) months following the published date of the New Version and (y) the remainder of the then current Maintenance Period. 2. Professional Services. MCM represents that all Support and Maintenance Services and other services to be provided by MCM hereunder will be performed by qualified workers, and in a professional and workmanlike manner, and that the services will conform to the applicable requirements and specifications and to the standards applicable in the software industry. MCM agre es that if any such service is not in material compliance with this warranty and such non-compliance is brought to MCM’s attention MCM Technology, LLC SMA 160307.1 within a reasonable time after such services are performed, then as the sole remedy for a breach of this warranty MCM will re - perform the applicable services at MCM’s sole cost and expense. 3. Support and Maintenance Service Fees. Licensee shall pay to Licensor the fees for Maintenance Services set forth in the applicable Product Schedule(s) as defined in the License Agreement. If Maintenance Services are acquired directly from MCM, then the Licensee is obligated to pay MCM according to the Product Schedule(s). If Maintenance Services are being acquired via a reseller of MCM’s Products, then the Licensee is obligated to pay such reseller according to payment terms and conditio ns agreed-upon between the Licensee and the reseller. 3.1. Maintenance Period Renewal. The Maintenance Period will automatically renew for successive one (1)-year periods at the then current rates, unless canceled by either party by written notice at least sixty (60) days prior to the expiration of the then current term of the Maintenance Period. 3.2. Maintenance Service Reinstatement Fees. In the event Licensee allows a Maintenance Period to lapse after any Maintenance Period, or if Licensee wishes to reinstate a previously-terminated Agreement, Licensee may reinstate Maintenance Services by paying (i) fifty percent (50%) of the fees for Maintenance Services that would have otherwise been payable during the period during which Maintenance Services were not being provided, and (ii) applicable periodic fees for the Maintenance Services to be provided during the Maintenance Period. 3.3. Taxes. The license and Maintenance Service fees payable under this Agreement do not include sales, use or other similar taxes. Licensee shall be solely responsible for paying, and shall pay, the full amount of any and a ll taxes imposed concerning the Product(s), Maintenance Services or other services contemplated hereby, excluding taxes based on Licensor’s income. MCM (or any applicable reseller of MCM's Products) may elect, in its sole discretion, to issue a separate invoice for such taxes or indicate on the invoice the amount of taxes attributable thereto, provided that no such election shall negate Licensee’s obligations set forth in the immediately preceding sentence. 3.4. Payment. All payments due and payable to MCM hereunder shall be no later than thirty (30) days after Licensee’s receipt of the applicable invoice from MCM. Past due amounts shall survive the termination or expiration of this Agreement. 4. Termination. 4.1. Termination by Licensor. Licensor shall have the right without further obligation or liability to Licensee to terminate the Maintenance Services with respect to any Product to which the applicable Maintenance Services fee or any portion thereof has not been paid within thirty (30) days after receipt by Licensee of written notice from Licensor that such payment is past due. In no event shall termination of the Maintenance Services prevent the Licensee from continuing to use, access, and benefit from the licensed Product(s). 4.2. Bankruptcy Proceedings. Either party may terminate this Agreement without prior notice upon (i) the filing of a voluntary petition in bankruptcy by the other party, or (ii) the passage of one hundred twenty (120) days after the commencement of any involuntary proceeding against such other party seeking reorganization, arrangement, composition, readjustment, liquidation, dissolution or similar relief under any bankruptcy, insolvency or other similar law, if the proceeding has not b een dismissed during such one hundred twenty (120) day period. 4.3. Termination by Licensee. Licensee may terminate this Agreement upon thirty (30) days written notice to MCM. 4.4. Effect of Termination. In the event of any termination of this Agreement, Licensee shall not be relieved from m aking payments to MCM for all amounts due hereunder, including payment in full for the Maintenance Services through the end of the then current Maintenance Period and for all other professional services rendered through the date of termination. 5. Warranty Disclaimer. LICENSEE ACKNOWLEDGES AND AGREES THAT LICENSOR HAS NOT MADE AND MAKES NO REPRESENTATIONS OR WARRANTIES OF ANY KIND OR NATURE, EITHER ORAL OR WRITTEN, EITHER EXPRESS OR IMPLIED, CONCERNING THE SERVICES TO BE PROVIDED HEREUNDER, AND TO THE FULLEST EXTENT PERMITTED UNDER APPLICABLE LAW, LICENSOR SPECIFICALLY DISCLAIMS ANY AND ALL REPRESENTATIONS AND WARRANTIES CONCERNING SUCH SERVICES, BOTH EXPRESS AND IMPLIED, ORAL AND WRITTEN, INCLUDING, WITHOUT LIMITATION, ALL WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE OR USE, ACCURACY OF DATA, SYSTEM INTEGRATION, AND ALL WARRANTIES RELATING TO RESULTS TO BE DERIVED FROM THE USE OF SUCH SERVICES PROVIDED IN CONNECTION WITH THIS AGREEMENT. LICENSEE ACKNOWLEDGES THAT IT IS A SOPHISTICATED PARTY TO THIS AGREEMENT AND RECOGNIZES AND AGREES THAT THIS PROVISION IS AN INTEGRAL PART OF LICENSOR’S PRICING AND AN IMPORTANT FACTOR IN ITS WILLINGNESS TO PERFORM SERVICES HEREUNDER. 6. Limitations of Liability. IN NO EVENT SHALL LICENSOR BE LIABLE FOR ANY INCIDENTAL, INDIRECT, PUNITIVE, SPECIAL OR CONSEQUENTIAL DAMAGES OF ANY NATURE, WHETHER FORESEEABLE OR NOT, INCLUDING, WITHOUT LIMITATION, DAMAGES FOR LOSS OR DESTRUCTION OF DATA, BUSINESS INTERRUPTION, COSTS OF COVER, LOSS OF USE, LOSS OF ANTICIPATED R EVENUES OR PROFITS, OR DAMAGES RESULTING FROM OR RELATING TO CLAIMS BROUGHT AGAINST LICESEE BY THIRD PARTIES, REGARDLESS OF WHETHER LICENSOR HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES, AND THE LICENSEE CANNOT CLAIM, DEMAND OR SEEK RECOVERY FROM LICENSOR OR ITS REPRESENTATIVES FOR ANY OF THE FOREGOING LOSSES OR DAMAGES AND LICENSOR WILL NOT INDEMNIFY THE LICENSEE FOR ANY SUCH CLAIMS. TO THE MAXIMUM EXTENT PERMITTED BY APPLICABLE LAW, LICENSOR DISCLAIMS ANY PRODUCT LIABILITY AS A CONSEQUENCE OF LOSS OR DAMAGE TO PROPERTY WHICH, IN VIEW OF ITS NATURE, IS NORMALLY INTENDED FOR COMMERCIAL USE. IN NO EVENT SHALL LICENSOR’S TOTAL CUMULATIVE LIABILITY IN CONNECTION WITH OR RELATING TO THE SERVICES OR THIS AGREEMENT EXCEED THE AMOUNT OF THE FEES AND OTHER AMOUNTS ACTUALLY PAID BY LICENSEE TO LICENSOR HEREUNDER. THESE LIMITATIONS SHALL APPLY TO ALL CAUSES OF ACTION IN THE AGGREGATE, WHETHER BASED IN CONTRACT, TORT OR OTHERWISE. NO CLAIM ARISING IN CONNECTION WITH THE PRODUCT(S), DOCUMENTATION, SERVICES OR THIS AGREEMENT MAY BE BROUGHT AGAINST LICENSOR MORE THAN ONE (1) YEAR AFTER IT ACCRUES. 7. Force Majeure. Except with respect to the obligation to pay money, neither party will be responsible for delays or failures in performance resulting from acts beyond the control of such party. Such acts shall include, but not be limited to, acts of Go d, acts MCM Technology, LLC SMA 160307.1 of terrorism, strikes, supplier delays, lockouts, riots, acts of war, epidemics, governmental regulations superimposed after the fact, fire, communication line failures, power failures, earthquakes or other disasters. 8. Entire Agreement; Priority; Governing Law. This Agreement and the Product Schedule(s) referencing this Agreement, along with the related SOWs and EPPs, constitute the entire agreement between the parties with respect to the subject matter hereof and thereof and supersede all prior and contemporaneous agreements, understandings, negotiations and discussions, whether oral or written, between the parties with respect thereto, and there are no warranties, representations and/or agreements bet ween the parties in conjunction with the subject matter hereof e xcept as specifically set forth or referred to herein. This Agreement shall be construed in accordance with and governed by the laws of the State of Texas without regard to any choice of law rules that may direct the applications of the laws of another jurisdiction. 9. Modifications. All amendments to this Agreement must be in writing and must be signed by both parties hereto. 10. Headings. Headings used in this Agreement are for reference purposes only and shall not be deemed a part of this Agreement. 11. Enforceability. If any provision of this Agreement shall be held to be invalid, illegal or unenforceable, the validity, legality and enforceability of the remaining provisions shall in no way be affected or impaired thereby. 12. Assignment. This Agreement and the rights and duties hereunder shall not be assignable, whether by operation of law or otherwise, by Licensee except with the prior written consent of MCM i n each instance. MCM may assign this Agreement and its rights and duties hereunder to a third party that acquires MCM, whether such acquisition is structured as an asset purcha se, a securities purchase, a merger or otherwise. 13. Dispute Resolution – Arbitration. ALL CLAIMS, DISPUTES, AND OTHER MATTERS IN QUESTION BETWEEN THE PARTIES ARISING OUT OF OR RELATING TO THIS AGREEMENT, INCLUDING THE ENFORCEABILITY OF THIS ARBITRATION CLAUSE, WHETHER SUCH CLAIMS ARE BROUGHT IN CONTRACT, TORT OR OTHERWISE, SHALL BE DECIDED BY ARBITRATION CONDUCTED IN CORPUS CHRISTI, TEXAS, IN ACCORDANCE WITH THE COMMERCIAL ARBITRATION RULES OF THE AMERICAN ARBITRATION ASSOCIATION THEN PERTAINING, AND SHALL NOT BE DECIDED IN THE COURTS UNLESS THE PARTIES MUTUALLY AGREE OTHERWISE. 14. Survival. All terms of this Agreement, which by their nature would survive the termination of this Agreement, shall survive termination. 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_,,-~~ ~ "! 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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\ •· .... :---.. 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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 ' : ! 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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&. 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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 ! 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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. 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. 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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. 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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: May 11, 2020 TO: Peter Zanoni, City Manager FROM: Al Raymond, Director Development Services alraymond@cctexas.com (361) 826-3575 CAPTION: 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. SUMMARY: The purpose of this ordinance is to abandon and vacate a 5-foot wide by approximately 300-feet long utility easement (1,502 square feet), out of Lots 1, 2, 3 and 7, Block 4, in Ocean Drive Addition, located at 5601 Ocean Drive, in order to facilitate the sale of a portion of the property. BACKGROUND AND FINDINGS: The Estate of Annie Blake Morgan Head (owner) is requesting the City to close, abandon, and vacate a 5-foot wide by approximately 300-feet long utility easement (1,502 square feet), out of Lots 1, 2, 3 and 7, Block 4, in Ocean Drive Addition to facilitate the sale of the property. A survey of the applicant’s property was conducted and revealed there was a utility easement running across the property between the main housing structure and the detached automobile garage building. The property owner is requesting the closure of the utility easement to prevent any future issues with the property and the easement. There are no public utilities in the easement and Utilities Department has not stated objections to the closure. The property is located within the Corpus Christi Independent School District and is zoned RE – Residential Estates, and the City has not received any zoning variance requests for this property. The applicant has paid the required $530.00 application fee and the easement closure request has been processed in accordance with Section 49-13 of the City Code of Ordinances. ALTERNATIVES: Deny the applicant’s request. However, this will have no effect on the sale of the property. The Easement Closure for 5601 Ocean Drive AGENDA MEMORANDUM First Reading Ordinance for June 16, 2020 Second Reading Ordinance for June 23, 2020 existing easement is dividing the lot but based upon its location and the lack of an encroachment on the easement it will not preclude the sale of the property. The easement’s location will limit future alterations or additions to the existing house and garage structure based upon their proximity to the easement. FINANCIAL IMPACT: There are no financial impacts associated with the closing of the easement. RECOMMENDATION: Staff supports the applicant’s request for the easement closure. The closure of the easement does not affect any public utilities and will enable the property owner full use of their property. LIST OF SUPPORTING DOCUMENTS: Ordinance with Exhibits Location Map Presentation 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. WHEREAS, The Estate of Annie Blake Morgan Head, (Owner) is requesting the closure, abandonment and vacating of a 5-foot wide by approximately 300-feet long utility easement (1,502 square feet), and WHEREAS, it has been determined that it is advantageous to the City of Corpus Christi to abandon and vacate the 5-foot utility easements, subject compliance by the Owner with the conditions specified in the ordinance. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: SECTION 1. Pursuant to Corpus Christi Code Sec. 49.13, an existing 5-foot wide by approximately 300-feet long, 0.034-acre (1,502 sq. ft.) utility easement, as shown in Exhibit A & B, being out of Lot 1, 2, 3 and 7 Block 4, Ocean Drive Addition, located at 5601 Ocean Drive, as recorded in volume 6, page 22, of the Map Records of Nueces County, Texas, is abandoned and vacated by the City of Corpus Christi (“City”), subject to the Owner’s compliance with the conditions specified in Section 2 of this ordinance. Exhibit “A,” which is a metes and bounds description and field notes, “Exhibit B”, which is the graphical representation of the legal, which are attached to and incorporated in this ordinance by reference as if it was fully set out herein in their entireties. The maintenance responsibilities for the vacated easement reverts to the Owner of the property. SECTION 2. The abandonment and vacating of the utility easement described in Section 1 of this ordinance is expressly conditioned upon the Owner’s compliance with the following requirements: a.Upon approval by the City Council and issuance of the ordinance, all grants of public easement closures must be recorded at the Owner’s expense in the real property Official Deed and Map Records of Nueces County, Texas, in which the affected property is located, with a copy of the recording provided to the City b.Failure to comply with all the conditions outlined in this Ordinance within 180 days will hereby make the Ordinance null and void. 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 5601 Ocean Drive Easement Closure City Council June 16, 2020 2 Vicinity Map 5601 Ocean Dr 3 Aerial Overview 5’ PUE 5601 Ocean Dr 300’ 4 Approval Recommendation The applicant requesting the utility easement closure has paid the required $530.00 application fee and the easement closure request has been processed in accordance with Section 49-13 of the City Code of Ordinances.