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Agenda Packet City Council - 11/18/2025
Cityof Corpus Christi 1201 Leopard Street Corpus Christi,TX 78401 cctexas.com Meeting Agenda Final-revised City Council Tuesday, November 18,2025 11:30 AM Council Chambers Public Notice: Persons with disabilities who plan to attend this meeting and who may need auxiliary aids or services are requested to contact the City Secretary's office (at 361-826-3105) at least 48 hours in advance so that appropriate arrangements can be made. Si Usted desea dirigirse al Concilio y cree que su ingles es limitado, habra un interprete ingles-espanol en todas las juntas del Concilio para ayudarle. This meeting may be held via videoconference call pursuant to Texas Government Code § 551.127. If this meeting is held via videoconference call or other remote method of meeting, then a member of this governmental body presiding over this meeting will be physically present at the location of this meeting unless this meeting is held pursuant to Texas Government Code § 551.125 due to an emergency or other public necessity pursuant to Texas Government Code § 551.045. A. Mayor Paulette Guajardo to call the meeting to order. B. Invocation to be given by Pastor Robert Saenz, with Primera Asamblea De Dios. C. Pledge of Allegiance to the Flag of the United States and to the Texas Flag to be led by Kaitlyn Cantu, 12th grader at West Oso High School. D. City Secretary Rebecca L. Huerta to call the roll of the required Charter Officers. E. CITY MANAGER'S COMMENTS / UPDATE ON CITY OPERATIONS: (ITEM 1) 1. 25-1756 Presentation of$75,000.00 donation for the Meals on Wheels program from H-E-B. City of Corpus Christi Page 1 Printed on 11/1712025 City Council Meeting Agenda-Final-revised November 18,2025 F. PUBLIC COMMENT- Public comment prior to the General Public Comment period, scheduled at approximately 5:30 p.m., will only be on action items on this City Council agenda unless otherwise specified. Sign-up to speak at 5:30 p.m. is at www.corpuschristitx.gov/signin or at the City Council kiosk. Each speaker is limited to a total of no more than 3 minutes per speaker. Time limits may be restricted further by the Mayor at any meeting. If you have a petition or other information pertaining to your subject, please present it to the City Secretary. Written comments may be submitted at https://corpuschristitx.gov/department-directory/city-secretary. Electronic media that you would like to use may only be introduced into the City system IF approved by the City's Communications Department at least 24 hours prior to the Meeting. Please contact Communications at (361) 826-3211 to coordinate. The right to publicly comment prior to any item being considered constitutes a public hearing for all items on this agenda. G. BOARD &COMMITTEE APPOINTMENTS: (NONE) H. EXPLANATION OF COUNCIL ACTION: For administrative convenience, certain of the agenda items are listed as motions, resolutions, or ordinances. If deemed appropriate, the City Council will use a different method of adoption from the one listed;may finally pass an ordinance by adopting it as an emergency measure rather than a two reading ordinance;or may modify the action specified. I. CONSENT AGENDA: (ITEMS 2 -17) NOTICE TO THE PUBLIC: The following items are consent motions, resolutions, and ordinances of a routine or administrative nature. The Council has been furnished with background and support material on each item, and/or it has been discussed at a previous meeting. All items will be acted upon by one vote without being discussed separately unless requested by a Council Member or a citizen, in which event the item or items will immediately be withdrawn for individual consideration in its normal sequence after the items not requiring separate discussion have been acted upon. The remaining items will be adopted by one vote. 2. 25-1785 Approval of the November 11, 2025 Regular Meeting Minutes. sponsors: City Secretary's Office Consent- Second Reading Ordinances 3. 25-1691 Ordinance accepting and appropriating the 2026 Texas Department of Housing and Community Affairs (TDHCA) Homeless Housing and Services Program (HHSP) grant in the amount of$209,232.00 for the General Set Aside and $55,371.00 for the Youth Set Aside, totaling $264,603.00; authorizing the execution of funding agreements, and other documents necessary to implement the 2026 program; and amending the FY2026 Operating Budget. sponsors: Planning and Economic Development Department City of Corpus Christi Page 2 Printed on 11/1712025 City Council Meeting Agenda-Final-revised November 18,2025 4. 25-1676 Ordinance to amend the City Code of Ordinances to make following changes to City boards, commissions, and committees: (1) Revise the Park and Recreation Advisory Committee to add an ex-officio member appointed by the CEO of Visit Corpus Christi and add a statement of preferred representation from each Council district; (2) Discontinue the Citizens Advisory Health Board; (3) Revise the Sister City Committee to reflect transfer of Sister City services to contractor United Corpus Christi Chamber; (4) Discontinue the Commission on Children & Youth; (5) Discontinue the Flood Mitigation Hazard Information Committee; (6) Discontinue the Human Relations Commission; (7) Rename the Watershore and Beach Advisory Committee to the Water, Shore, and Beach Advisory Committee; and (8) Revise the Transportation Advisory Commission as a subcommittee of the Planning Commission. sponsors: City Secretary's Office 5. 25-1645 Zoning Case No. ZN8855, William Mays (District 1). Ordinance rezoning a property at or near 15349 Northwest Boulevard from the "FR" Farm Rural District to the "RS-6" Single-Family 6 District; providing for a penalty not to exceed $2,000 and publication. (Planning Commission and Staff recommend approval). sponsors: Development Services 6. 25-1613 Ordinance authorizing a Water Arterial Transmission & Grid Main Construction and Reimbursement Agreement up to $394,296.00 with MPM Development, LP to construct a water arterial transmission & grid main related to King's Landing Unit 11 subdivision located north of the Lady Alexa Dr. and Lady Claudia St. intersection; and authorizing future transfer and appropriation of Water and Wastewater Trust Fund revenue up to $394,296.00 to reimburse the developer in accordance with the agreement. (District 3). sponsors: Development Services 7. 25-1614 Ordinance authorizing a Developer Participation Agreement with MPM Development, LP to reimburse the developer up to $944,506.80 for the City's share of the cost to construct Lady Alexa Drive and Castle Black Drive with Roller Compacted Concrete for the King's Landing Unit 11 subdivision in accordance with the Pilot Program for Roller Compacted Concrete Roadway Improvements. (District 3) sponsors: Development Services 8. 25-1517 Zoning Case No. ZN8823, Corpus Project, LLC. (District 4). Ordinance rezoning a property at or near 125 Glenoak Drive from the "RS-6" Single-Family 6 District to the "RM-1" Multifamily District and the "CN-1" Neighborhood Commercial District; providing for a penalty not to exceed $2,000 and publication. (Planning Commission and Staff recommend approval) (3/4 favorable vote required due to opposition exceeding 20%). City of Corpus Christi Page 3 Printed on 11/1712025 City Council Meeting Agenda-Final-revised November 18,2025 Sponsors: Development Services Consent- Contracts and Procurement 9. 25-1648 Motion authorizing execution of a six-month service agreement with Landmark Electric Company, LLC, of Corpus Christi, in an amount not to exceed $305,970.05 to replace existing lighting with LED lighting at the Corpus Christi International Airport under the U.S. Department of Energy's Block Grant Program, with FY 2026 funding from the Department of Energy Grant Fund. Sponsors: Aviation Department and Finance &Procurement Consent- Capital Projects 10. 25-1730 Motion authorizing a professional services contract to Ardurra Group, Inc. of Corpus Christi to provide design, bid and construction phase services for the Weir Improvements - Basins 3 & 4 at the O.N. Stevens Water Treatment Plant (ONSWTP) project in an amount up to $1,433,817.00, located in Council District 1, with FY 2026 funding available from the 2025 Water Capital Fund. Sponsors: Corpus Christi Water, Engineering Services and Finance &Procurement General Consent Items 11. 25-1778 Resolution authorizing a three-year extension of the agreement to provide treated water to South Texas Water Authority. Sponsors: Corpus Christi Water Consent-First Reading Ordinances 12. 25-1673 Ordinance authorizing the acceptance of grant funds from the Coastal Bend Wellness Foundation in the amount of$15,000 to fund overtime and fringe benefits for sworn officers for the Corpus Christi Police Department to work with the Red Cord Initiative Diversion Program; and appropriating $15,000 in the Police Grants Fund. Sponsors: Police Department 13. 25-1639 Ordinance authorizing acceptance of grant funds from the State of Texas, Criminal Justice Division, under the FY 2026 Edward Byrne Memorial Justice Assistance Grant Program in the amount of$31,030.00 for the purchase of five additional Panasonic in-car video systems for the Corpus Christi Police Department; and appropriating $31,030.00 into the Police Grants Fund. Sponsors: Police Department 14. 25-1643 Ordinance authorizing the submission of a grant application in the amount City of Corpus Christi Page 4 Printed on 11/1712025 City Council Meeting Agenda-Final-revised November 18,2025 of$30,000,000.00 to the Texas Water Development Board's (TWDB) to provide for the costs of Nueces River Ground Water Wells project as identified in Sec. 17.18 (30) of S.B. 1 General Appropriations Act (89th Legislature); authorizing staff and consultants to coordinate the submission of the application and to execute all documents necessary to accept and administer the funds on behalf of the City as the applicant agency; amending the FY2026 Operating Budget. sponsors: Corpus Christi Water 15. 25-1668 Ordinance authorizing the submission of a grant application in the amount of$16,000,000.00 to the Texas Water Development Board's (TWDB) to provide for the costs of Mary Rhodes Pipeline Upgrades project as identified in Sec. 17.18 (31) of S.B. 1 General Appropriations Act (89th Legislature); authorizing staff and consultants to coordinate the submission of the application and to execute all documents necessary to accept and administer the funds on behalf of the City as the applicant agency; amending the FY2026 Operating Budget. sponsors: Corpus Christi Water 16. 25-1662 Ordinance amending the Corpus Christi Code to reduce the speed limit on Staples Street between Saratoga Boulevard and 250 feet north of King Trail and reduce the speed limit on Whitecap Boulevard between Park Road 22 and Windward Drive; providing for penalty and publication. sponsors: Public Works/Street Department 17. 25-1745 Ordinance authorizing the acceptance of a donation from H-E-B in the amount of$75,000.00 for the Meals on Wheels program; and appropriating $75,000.00 to the Parks & Recreation Grants Fund. sponsors: Parks and Recreation Department J. INDIVIDUAL CONSIDERATION ITEMS: (ITEMS 18 - 19) The following items are motions, resolutions or ordinances that may be considered and voted on individually. 18. 25-1786 Motion authorizing a Memorandum of Understanding with Corpus Christi Desal Partners (CCDP), a joint venture of Acciona Agua Corporation (USA) and MasTec Industrial Corporation, to allow CCDP to prepare proposal(s) with price certainty for design and construction for the Inner Harbor Water Treatment Campus for consideration at a future City Council meeting. sponsors: Corpus Christi Water 19. 25-1781 One-reading ordinance awarding a Master Services Agreement for Reclaimed Water for Industrial Reuse Project to Ardurra Group, Inc., Corpus Christi, Texas, in an amount up to $11,000,000.00, with the project located Citywide, with FY 2026 funding available from Water Capital Fund; and amending the FY26 Capital Budget. City of Corpus Christi Page 5 Printed on 11/1712025 City Council Meeting Agenda-Final-revised November 18,2025 Sponsors: Corpus Christi Water, Engineering Services and Finance & Procurement K. RECESS FOR LUNCH The City Council will take a lunch break at approximately 1:30 p.m. L. PUBLIC HEARINGS: (ITEM 20) The following items are public hearings and public hearings with first reading ordinances. Each item will be considered individually. 20. 25-1674 Variance Case No. ZN9019, Rusty's: (District 1); A Resolution to grant a variance to §4-5(a), Code of Ordinances, allowing the sale of alcoholic beverages for on-premise consumption within 300 feet of a church on the property generally located at 702 South Port Avenue, north of Ruth Street, south of Mary Street, east of Harmon Street and west of Meuly Street, identified as Lot 15, Block 2 of Villa Green, and zoned "CG-2" General Commercial District. Sponsors: Development Services M. BRIEFINGS: (NONE) Briefing information will be provided to the City Council during the Council meeting. Briefings are for Council information only. No action will be taken and no public comment will be solicited. The City Manager or City Council Liaison for any city board, commission, committee or corporation(including Type A or B Corporation) may report on the action(s) or discussion(s) of any such body's public meeting that occurred within one month prior to this City Council meeting. N. EXECUTIVE SESSION: (ITEMS 21 -24) PUBLIC NOTICE is given that the City Council may elect to go into executive session at any time during the meeting in order to discuss any matters listed on the agenda, when authorized by the provisions of the Open Meeting Act, Chapter 551 of the Texas Government Code, and that the City Council specifically expects to go into executive session on the following matters. If the Council elects to go into executive session regarding an agenda item, the section or sections of the Open Meetings Act authorizing the executive session will be publicly announced by the presiding officer. The City Council may deliberate and take action in open session on any issue that may be discussed in executive session. The description of an item in "Executive Sessions" constitutes the written interpretation by the City Attorney of Chapter 551 of the Texas Government Code and his determination that said item may be legally discussed in Closed Meeting in compliance with Chapter 551 the Texas Government Code. 21. 25-1783 Executive session pursuant to Texas Government Code § 551.071 and Texas Disciplinary Rules of Professional Conduct Rule 1.05 to consult with attorneys concerning legal issues related to rules and regulations of state of Texas, EPA, TCEQ, TWDB, Texas Railroad Commission, San Patricio County Groundwater Conservation District, and legal rights, property rights, and/or contracts related to purchase and/or sale of groundwater, including water rights in property accessing the Evangeline Aquifer in San Patricio County adjacent and/or near US Highway 181, US City of Corpus Christi Page 6 Printed on 11/1712025 City Council Meeting Agenda-Final-revised November 18,2025 Highway 77, US Highway 77 Business, Highway 89, and/or the Aransas River, and other sources, and Texas Government Code § 551.072 to discuss and deliberate the purchase or value of the aforementioned rights to real property because deliberation in an open meeting would have a detrimental effect on the position of the governmental body in negotiations with a third person, including, but not limited to, potential consideration of authorization to enter agreement(s) for professionals for services related to these property rights, interlocal agreements and other agreements with government entities near the aforementioned property(ies) and/or the purchase of the property or property(ies) at and/or adjacent to locations (if any) described herein 22. 25-1782 Executive session pursuant to Texas Government Code § 551.071 and Texas Disciplinary Rules of Professional Conduct Rule 1.05 to consult with attorneys concerning legal issues related to a potential treated water supply contract to provide water to Nueces County Water Control and Improvement District No. 3 (WCID#3), possible lease of water rights in the Nueces River Basin to the City, TCEQ Water Use Permit No. 14142, regulatory matters related to the production and transportation of surface water and groundwater in Nueces County, and state, federal, and/or TCEQ regulations related to any of the aforementioned matters 23. 25-1796 Executive session pursuant to Texas Government Code § 551.071 and Texas Disciplinary Rules of Professional Conduct Rule 1.05 to consult with attorneys concerning legal issues related to utility plants purchased by the City of San Antonio through the City Public Service Board of San Antonio (CPS), a proposed Tax Exemption Settlement Agreement, the Barney Davis Power Plant and other sites and land purchased by CPS, Texas Tax Code § 11.11, and other laws relating to ad valorem taxation and statutory exemptions from said taxation. 24. 25-1795 Executive Session pursuant to Texas Gov't Code § 551.071 and Texas Disciplinary Rules of Professional Conduct Rule 1.05 to consult with attorneys concerning legal issues related to personnel matters and the City Auditor and Texas Gov't Code § 551.074 (personnel matters) to deliberate the appointment, employment, evaluation, reassignment, duties, discipline or dismissal of a public officer or employee (City Auditor). O. GENERAL PUBLIC COMMENT—APPROXIMATELY 5:30 P.M. ON CITY-RELATED MATTERS. P. ADJOURNMENT City of Corpus Christi Page 7 Printed on 11/1712025 City of Corpus Christi 1201 Leopard Street r Corpus Christi,TX 78401 cctexas.com Meeting Minutes City Council Tuesday, November 11,2025 11:30 AM Council Chambers A. Mayor Paulette Guajardo to call the meeting to order. Mayor Guajardo called the meeting to order at 11:35 a.m. B. Invocation to be given by Mr. Rajan Zed, President of the Universal Society of Hinduism. Mr. Rajan Zed, President of the Universal Society of Hinduism, gave the invocation. C. Pledge of Allegiance to the Flag of the United States and to the Texas Flag to be led by Jaylynn Alliana Tobias, 12th grader at Tuloso Midway High School. Jaylynn Alliana Tobias, 12th grader at Tuloso Midway High School, led the Pledge of Allegiance to the Flag of the United States of America and to the Texas Flag. D. City Secretary Rebecca L. Huerta to call the roll of the required Charter Officers. City Secretary Rebecca 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 Risley and City Secretary Rebecca Huerta Present: 9- Council Member Roland Barrera,Council Member Carolyn Vaughn,Council Member Gil Hernandez,Council Member Sylvia Campos,Mayor Paulette Guajardo,Council Member Eric Cantu,Council Member Mark Scott,Council Member Kaylynn Paxson, and Council Member Everett Roy E. CITY MANAGER'S COMMENTS / UPDATE ON CITY OPERATIONS: (ITEM 1) 1. 25-1664 City Manager Recap of Community Engagement for Water Supply Projects, and CCW Water Supply Update City Manager Peter Zanoni and Interim Chief Operating Officer of Corpus Christi Water Nick Winkelmann presented information on the following topics: completed community engagement; upcoming community engagement; water supply projects update Nueces River Groundwater Wells; Well Field Monitoring Program; Evangeline/Laguna Groundwater; and Reclaimed Water Infrastructure. F. PUBLIC COMMENT City of Corpus Christi Page 1 Printed on 1111312025 City Council Meeting Minutes November 11,2025 G. BOARD &COMMITTEE APPOINTMENTS: (ITEM 2) 2. 25-1724 Ethics Commission (Members are appointed by two-thirds vote of the full Council - 6 votes) Landmark Commission Library Board Reinvestment Zone No. 2 (Island) Board Reinvestment Zone No. 4 (North Beach) Board Mayor Guajardo opened public comment. Josh Shelton, Corpus Christi, TX, Marilena Garza, Corpus Christi, TX, and Jazmeyne Evans, Corpus Christi, TX, spoke. Mayor Guajardo closed public comment. Ethics Commission: Appointed: Matthew F. Moore Sr. Landmark Commission: Reappointed: Walter Jeff Mumme and Elizabeth Riggle Library Board: Reappointed: Patricia Craig and Carrie Moore Appointed: Pooja Bindingnavele, Ann E. Coover, and Marilena T. Garza Reinvestment Zone No. 2 (Island) Board: Reappointed: Nueces County Commissioner Brent Chesney, Mayor Paulette Guajardo, Council Members Roland Barrera, Eric Cantu, Gil Hernandez, Everett Roy, Mark Scott, and Carolyn Vaughn Appointed: Council Member Kaylynn Paxson as Chairwoman Reinvestment Zone No. 4 (North Beach) Board: Reappointed: USS Lexington Director Steve Banta, Texas State Aquarium Director Jesse Gilbert, Mayor Paulette Guajardo, Council Members Everett Roy, and Mark Scott Appointed: Council Member Carolyn Vaughn as Chairwoman H. EXPLANATION OF COUNCIL ACTION: I. CONSENT AGENDA: (ITEMS 3 - 14) Approval of the Consent Agenda City of Corpus Christi Page 2 Printed on 1111312025 City Council Meeting Minutes November 11,2025 Mayor Guajardo referred to the Consent Agenda. Items 8, 9, and 13 were pulled for individual consideration. Council Member Barrera moved to approve the consent agenda with the exception of Items 8, 9, and 13, seconded by Council Member Campos. The motion carried by the following vote: Aye: 9- Council Member Barrera, Council Member Vaughn, Council Member Hernandez, Council Member Campos, Mayor Guajardo, Council Member Cantu, Council Member Scott, Council Member Paxson and Council Member Roy Abstained: 0 3. 25-1683 Approval of the October 21, 2025 Regular Meeting Minutes. The Minutes were approved on the consent agenda. Consent- Second Reading Ordinances 4. 25-1414 Ordinance authorizing an amendment to the 30-year ground lease Landfill Gas and Lease Agreement with Corpus Christi Renewables, LLC (CCR) for payment to the City to install and maintain the transmission pipeline from El Centro Landfill to Cefe Venezuela Landfill; to charge CCR a fee for construction of the pipeline up to $1,208,000.00; to set an annual fee for operation of the pipeline; and to allow CCR to utilize the Cefe Venezuela Landfill gas facility to process gas from El Centro Landfill; and generate additional revenue; and providing for publication and an effective date. (28-day delay required between readings) This Ordinance was passed on second reading on the consent agenda. Enactment No: 033789 5. 25-1574 Ordinance authorizing a budget adjustment and amending the Operating Budget for Fiscal Year 2026 for the parking lot expansion and resurfacing project at Gabe Lozano Golf Course, with funding from the Golf Center Fund in the amount of$400,000. This Ordinance was passed on second reading on the consent agenda. Enactment No: 033790 6. 25-1408 Zoning Case No. ZN8622, John Tompkins (District 4). Ordinance rezoning a property at or near 14762 Running Light Drive from the "RM-AT/10" Multifamily District with the Island Overlay to the "RM-AT/10/PUD" Multifamily District with the Island Overlay and a Planned Unit Development Overlay; providing for a penalty not to exceed $2,000 and publication. (Planning Commission and Staff recommend approval). This Ordinance was passed on second reading on the consent agenda. City of Corpus Christi Page 3 Printed on 1111312025 City Council Meeting Minutes November 11,2025 Enactment No: 033791 Consent- Contracts and Procurement 7. 25-0889 Motion authorizing execution of a one-year supply agreement with two additional one-year option periods with Core & Main LP, for the purchase of ductile iron pipe fittings for Corpus Christi Water (CCW), for an amount of$195,730.00, with a potential amount of$587,190.00 if options are exercised, with FY 2026 funding of$195,730.00 from the Water Fund. This Motion was passed on the consent agenda. Enactment No: M2025-155 Consent- Capital Projects 8. 25-1659 Motion authorizing a professional services contract with BRW Architects, College Station, TX, to provide design, and bid phase services for the new 17,000 sqft. Fire Station No.9 (Leopard Street), located in Council District 1 in an amount not to exceed $814,528.00, with FY 2026 funding available from the G.O. Bond 2024 Fund. Director of Engineering Services Jeff Edmonds and Fire Chief Brandon Wade responded to Council questions on Items 8 and 9. Mayor Guajardo opened public comment. Rachel Caballero, Corpus Christi, TX and Susie Saldana, Corpus Christi, TX, spoke. Mayor Guajardo closed public comment. Council Member Paxson moved to approve the motions for Items 8 and 9, seconded by Council Member Vaughn. These Motions were passed and approved with the following vote: Aye: 9- Council Member Barrera, Council Member Vaughn, Council Member Hernandez, Council Member Campos, Mayor Guajardo, Council Member Cantu, Council Member Scott, Council Member Paxson and Council Member Roy Abstained: 0 Enactment No: M2025-156 9. 25-1660 Motion authorizing a professional services contract with BRW Architects, College Station, TX, to provide design and bid phase services for the new 13,000 sqft. Fire Station No. 11 (Airline Road), located in Council District 4 in an amount not to exceed $623,000.00, with FY 2026 funding available from the G.O. Bond 2024. See Item 8. City of Corpus Christi Page 4 Printed on 1111312025 City Council Meeting Minutes November 11,2025 Aye: 9- Council Member Barrera, Council Member Vaughn, Council Member Hernandez, Council Member Campos, Mayor Guajardo, Council Member Cantu, Council Member Scott, Council Member Paxson and Council Member Roy Abstained: 0 Enactment No: M2025-157 10. 25-0342 Motion authorizing a professional services contract with Cotten/Landreth Architects, Inc., dba CLK Architects & Associates, of Corpus Christi to provide design, bid and construction phase services for the Oso Wastewater Treatment Plant Operations and Control Center in an amount up to $391,450.00, located in Council District 4, with FY 2025 funding available from the Wastewater Capital Fund. This Motion was passed on the consent agenda. Enactment No: M2025-158 General Consent Items 11. 25-1671 Resolution authorizing special leave of absence under the Collective Bargaining Agreement between the City of Corpus Christi and the Corpus Christi Police Officers Association. This Resolution was passed on the consent agenda. Enactment No: 033792 12. 25-1595 Resolution authorizing the submission of a grant application in the amount of $212,981.28 for the FY 2025 Supporting Border Crisis Response and Enforcement Projects under the Homeland Security Grant Program from the Texas Office of the Governor for funding for the purchase of a HAZMAT Response Robot for the Corpus Christi Fire Department. This Resolution was passed on the consent agenda. Enactment No: 033793 Consent-First Reading Ordinances 13. 25-1691 Ordinance accepting and appropriating the 2026 Texas Department of Housing and Community Affairs (TDHCA) Homeless Housing and Services Program (HHSP) grant in the amount of$209,232.00 for the General Set Aside and $55,371.00 for the Youth Set Aside, totaling $264,603.00; authorizing the execution of funding agreements, and other documents necessary to implement the 2026 program; and amending the FY2026 Operating Budget. Interim Assistant City Manager Dan McGinn responded to Council questions. Mayor Guajardo opened public comment. City of Corpus Christi Page 5 Printed on 1111312025 City Council Meeting Minutes November 11,2025 There were no comments from the public. Mayor Guajardo closed public comment. Council Member Paxson moved to approve the ordinance, seconded by Council Member Hernandez. This Ordinance was passed on first reading and approved with the following vote: Aye: 9- Council Member Barrera, Council Member Vaughn, Council Member Hernandez, Council Member Campos, Mayor Guajardo, Council Member Cantu, Council Member Scott, Council Member Paxson and Council Member Roy Abstained: 0 14. 25-1676 Ordinance to amend the City Code of Ordinances to make following changes to City boards, commissions, and committees: (1) Revise the Park and Recreation Advisory Committee to add an ex-officio member appointed by the CEO of Visit Corpus Christi and add a statement of preferred representation from each Council district; (2) Discontinue the Citizens Advisory Health Board; (3) Revise the Sister City Committee to reflect transfer of Sister City services to contractor United Corpus Christi Chamber; (4) Discontinue the Commission on Children & Youth; (5) Discontinue the Flood Mitigation Hazard Information Committee; (6) Discontinue the Human Relations Commission; (7) Rename the Watershore and Beach Advisory Committee to the Water, Shore, and Beach Advisory Committee; and (8) Revise the Transportation Advisory Commission as a subcommittee of the Planning Commission. This Ordinance was passed on first reading on the consent agenda. J. RECESS FOR LUNCH Mayor Guajardo recessed the Council meeting for lunch at 1:32 p.m. Executive Session Items 22-24 were held during the lunch recess. Mayor Guajardo reconvened the meeting at 4:06 p.m. K. PUBLIC HEARINGS: (ITEMS 15 - 17) 15. 25-1645 Zoning Case No. ZN8855, William Mays (District 1). Ordinance rezoning a property at or near 15349 Northwest Boulevard from the "FR" Farm Rural District to the "RS-6" Single-Family 6 District; providing for a penalty not to exceed $2,000 and publication. (Planning Commission and Staff recommend approval). Assistant Director of Development Services Andrew Dimas presented information on the following topics: zoning and land use; public notification; analysis and recommendation; proposed site plan; and site plan overlay. Assistant Director of Development Services Dimas responded to Council questions. City of Corpus Christi Page 6 Printed on 1111312025 City Council Meeting Minutes November 11,2025 Mayor Guajardo opened the public hearing. BJ Johnston, Corpus Christi, TX, Jared Ballager, Robstown, TX, Moses Mostaghasi, Corpus Christi, TX, and Beto De La Garza, Corpus Christi, TX, spoke. Mayor Guajardo closed the public hearing. Council Member Roy moved to approve the ordinance, seconded by Council Member Barrera. This Ordinance was passed on first reading and approved with the following vote: Aye: 9- Council Member Barrera, Council Member Vaughn, Council Member Hernandez, Council Member Campos, Mayor Guajardo, Council Member Cantu, Council Member Scott, Council Member Paxson and Council Member Roy Abstained: 0 16. 25-1613 Ordinance authorizing a Water Arterial Transmission & Grid Main Construction and Reimbursement Agreement up to $394,296.00 with MPM Development, LP to construct a water arterial transmission & grid main related to King's Landing Unit 11 subdivision located north of the Lady Alexa Dr. and Lady Claudia St. intersection; and authorizing future transfer and appropriation of Water and Wastewater Trust Fund revenue up to $394,296.00 to reimburse the developer in accordance with the agreement. (District 3). Mayor Guajardo opened the public hearing. There were no comments from the Council or the public. Mayor Guajardo closed the public hearing. Council Member Barrera moved to approve the ordinances for Items 16 and 17, seconded by Council Member Cantu. These Ordinances were passed and approved with the following vote: Aye: 9- Council Member Barrera, Council Member Vaughn, Council Member Hernandez, Council Member Campos, Mayor Guajardo, Council Member Cantu, Council Member Scott, Council Member Paxson and Council Member Roy Abstained: 0 17. 25-1614 Ordinance authorizing a Developer Participation Agreement with MPM Development, LP to reimburse the developer up to $944,506.80 for the City's share of the cost to construct Lady Alexa Drive and Castle Black Drive with Roller Compacted Concrete for the King's Landing Unit 11 subdivision in accordance with the Pilot Program for Roller Compacted Concrete Roadway Improvements. (District 3) See Item 16. City of Corpus Christi Page 7 Printed on 1111312025 City Council Meeting Minutes November 11,2025 Aye: 9- Council Member Barrera, Council Member Vaughn, Council Member Hernandez, Council Member Campos, Mayor Guajardo, Council Member Cantu, Council Member Scott, Council Member Paxson and Council Member Roy Abstained: 0 L. BRIEFINGS: (ITEM 18) 18. 25-1744 Briefing on the Civitan Service Center Master Plan, the City's Complex for Animal Care, Fleet, Parks, Police, Public Works, Solid Waste, Storm Water, and Water. Interim Director of Asset Management Juan Rivera presented information on the following topics: City Service Center on Civitan Drive; topics of discussion; Masterplan; Masterplan (North); and Masterplan (South). City Manager Peter Zanoni responded to Council questions. M. INDIVIDUAL CONSIDERATION ITEMS: (ITEMS 19 - 21) 19. 25-0313 Motion authorizing a professional services contract with Richter Architects of Corpus Christi to provide design, bid, and construction phase services for the new Public Works Facility in an amount up to $1,464,088.00, located in Council District 3, with FY 2026 funding available from the Storm Water Capital Fund. Interim Assistant City Manager Ernesto De La Garza presented information on the following topics: project maps; project scope; existing conditions; and project schedule. City Manager Peter Zanoni and Interim Assistant City Manager De La Garza responded to Council questions. Mayor Guajardo opened public comment. There were no comments from the public. Mayor Guajardo closed public comment. Council Member Campos moved to approve the motion, seconded by Council Member Scott. This Motion was passed and approved with the following vote: Aye: 8- Council Member Barrera, Council Member Vaughn, Council Member Campos, Mayor Guajardo, Council Member Cantu, Council Member Scott, Council Member Paxson and Council Member Roy Nay: 1 - Council Member Hernandez Abstained: 0 Enactment No: M2025-159 City of Corpus Christi Page 8 Printed on 1111312025 City Council Meeting Minutes November 11,2025 20. 25-1036 Ordinance authorizing execution of a 40-year lease agreement with Dlugosch III, LLC, DBA The Texan Stores, with one additional 10-year option to renew, for eight acres at the Corpus Christi International Airport to construct and operate a convenience store and fueling station; and providing for publication and an effective date. (28-day delay required between readings) Director of Aviation Richard McCurley presented information on the following topics: property development opportunity; airport property overview; Master Plan development alternatives; terms and financial overview; The Texan; and construction timeline. Director of Aviation McCurley responded to Council questions. Mayor Guajardo opened public comment. There were no comments from the public. Mayor Guajardo closed public comment. Council Member Barrera moved to approve the ordinance, seconded by Council Member Cantu. This Ordinance was passed on second reading and approved with the following vote: Aye: 7- Council Member Barrera, Council Member Vaughn, Council Member Hernandez, Council Member Campos, Council Member Cantu, Council Member Scott and Council Member Roy Absent: 1 - Council Member Paxson Abstained: 1 - Mayor Guajardo Enactment No: 033794 21. 25-1624 Ordinance amending the Roadway Master Plan Map of Mobility CC, a transportation element of the Comprehensive Plan of the City of Corpus Christi, to remove a section of Freds Folly Drive, located between Master Channel 31 and Yorktown Boulevard; and providing for publication, as requested by City Council members Roland Barrera, Mark Scott, and Everett Roy. Interim Assistant City Manager Ernesto De La Garza stated the developers would like Freds Folly Drive removed from the Master Plan. Interim Assistant City Manager De La Garza, Representative for Munoz Engineering Dennis Zamora, and Assistant Director of Development Services Andrew Dimas responded to Council questions. Mayor Guajardo opened public comment. Julian Hernandez, Corpus Christi, TX, spoke. Mayor Guajardo closed public comment. City of Corpus Christi Page 9 Printed on 1111312025 City Council Meeting Minutes November 11,2025 Council Member Scott moved to approve the ordinance, seconded by Council Member Barrera. This Item failed by the following vote: Aye: 4- Council Member Barrera, Mayor Guajardo, Council Member Cantu and Council Member Scott Nay: 4- Council Member Vaughn, Council Member Hernandez, Council Member Campos and Council Member Roy Absent: 1 - Council Member Paxson Abstained: 0 N. EXECUTIVE SESSION: (ITEMS 22 -25) 22. 25-1739 Executive Session pursuant to Texas Gov't Code § 551.071 and Texas Disciplinary Rules of Professional Conduct Rule 1.05 to consult with attorneys concerning legal issues related to personnel matters and the City Manager and Texas Gov't Code § 551.074 (personnel matters) to deliberate the annual performance evaluation of a public officer or employee (including the City Manager). This E-Session Item was discussed in executive session. 23. 25-1742 Executive session pursuant to Texas Government Code § 551.071 and Texas Disciplinary Rules of Professional Conduct Rule 1.05 to consult with attorneys concerning legal issues related to rules and regulations of the state of Texas, EPA, TCEQ, TWDB, Texas Railroad Commission, Texas PUC, other regulatory entities, public utility agencies, seawater desalination, and potential contracts related to desalination and/or potable water, desalinated seawater, electric power generation, and the disposal of brine from said activities. This E-Session Item was discussed in executive session. 24. 25-1716 Executive session pursuant to Texas Government Code § 551.071 and Texas Disciplinary Rules of Professional Conduct Rule 1.05 to consult with attorneys concerning legal issues related to Type B Corporation Business Incentive Agreement(s) and related documents with Next Sports Company, LLC for Development of a Recreational Sports Complex. This E-Session Item was discussed in executive session. 25. 25-1764 Executive session pursuant to Texas Government Code § 551.071 and Texas Disciplinary Rules of Professional Conduct Rule 1.05 to consult with attorneys concerning legal issues related to rules and regulations of state of Texas, EPA, TCEQ, TWDB, Texas Railroad Commission, San Patricio County Groundwater Conservation District, and legal rights, property rights, and/or contracts related to purchase and/or sale of groundwater, including water rights in property accessing the Evangeline Aquifer in San Patricio County adjacent City of Corpus Christi Page 10 Printed on 1111312025 City Council Meeting Minutes November 11,2025 and/or near US Highway 181, US Highway 77, US Highway 77 Business, Highway 89, and/or the Aransas River, and other sources, and Texas Government Code § 551.072 to discuss and deliberate the purchase or value of the aforementioned rights to real property because deliberation in an open meeting would have a detrimental effect on the position of the governmental body in negotiations with a third person, including, but not limited to, potential consideration of authorization to enter agreement(s) for professionals for services related to these property rights, interlocal agreements and other agreements with government entities near the aforementioned property(ies) and/or the purchase of the property or property(ies) at and/or adjacent to locations (if any) described herein. This E-Session Item was withdrawn. O. GENERAL PUBLIC COMMENT Mayor Pro Tern Barrera opened public comment. The following individuals spoke: Bradley Bartilson, Corpus Christi, TX, Fatimah Guerra-Rachidy, Corpus Christi, TX, Eric Von Wade, Corpus Christi, TX, Isabel Araiza, Corpus Christi, TX, Susie Saldana, Corpus Christi, TX, Melissa Zamora, Corpus Christi, TX, Samuel Aundra Fryer, Corpus Christi, TX, Ron Graban, Corpus Christi, TX, Eric Payne, Corpus Christi, TX, Jason Hale, Corpus Christi, TX, Christina English, Corpus Christi, TX, Eli McKay, Robin Cox, Corpus Christi, TX, Amanda Breland, Corpus Christi, TX, Mark Muenster, Corpus Christi, TX, and Frankie Orona, Ingleside, TX. The following individuals submitted a written public comment which is attached to the minutes: Pat Brown, Corpus Christi, TX, Merida Forrest, Corpus Christi, TX, and John Weber, Fair Oaks, CA. P. ADJOURNMENT There being no further business, Mayor Pro Tem Barrera adjourned the meeting at 6:25 p.m. City of Corpus Christi Page 11 Printed on 1111312025 Sunday, November 9,2025 ;'• Public Comment & Input Form For City Council Meetings, Board Meetings, & Commission Meetings To submit a service request, ask a question, report a violation,browse city-required permit forms or access services online,click here: Access Online Services To continue submitting a written public comment click Next below. Public Comment & Input Form For City Council Meetings, Board Meetings, &Commission Meetings Date of Meeting Tuesday, November 11,2025 Name Pat Brown Address 7706 Northwind Dr. Corpus Christi,Texas,78414-6406 Please select the Board, Committee, City Council or governing body that your comments are directed to: Are you a resident of Corpus Christi? Yes What district do you reside in? I don't know Topic City Manager Peter Zanoni performance review Agenda Item Number Public comment Comment I would like these 2 documents reviewed and considered before Mr. Zanoni's performance review. They relate to his background performance when his was employed as the Budget Director in San Antonio. Thank you for your attention to this matter. 1 Upload supporting images or documents. CAAC WAVCwtra AQ~Fttk C*%~Waft/twA woAb,� Jam r Fad"Sr, �1••11ar url.e. n krhMT OF t'A151IV.1 nrn5 m IrllTTrdi 9w0710"124 qT1 rl City Mww9ef Pula zeulmi P.O.BOX 9277 forinin C"l,TX 440 I'll Ott.15.SII Y7 4T11 a(IF I I4f1 A nmS Cutil rR,NI.THY:I RAt 0$IN Will 6'f"M'.111141 AND /IfURAI.IYHIkT\1111:A15llitl IS Jill Ipt UN.TRMIYti III$S'k141\51 V11Y11f p1710 ( I\list LOI&Itu m H141\.51 4 0.1•Ikv t Yon are amid In 1loeuwesw dtl.Ihrt Iht ustbing Dmorrnl RI(YltdM6"&l tmmP Imd.int puhkt,pollee•ad Judk W dorruptlun. 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'.5`+4.Me,wu.+t._• :p::t.e9 -Tllffrtal.N COYWNel69ra la•II.l RC111pIpl6lp Iraq w_JdLWf, ll.afy',iJi _ is -a a errra.l.5ed no•.A+ Tr..alrr♦.'r.w~.5I11.�a.r 1.•ry Md..rtr�rr.r«..rddlwiw Provide an email to receive a copy of brownyuchil @gmaikom your submission. 2 CAPCWFA/Citizens Against Public Corruption Waste Fraud and Abuse John E Foddrill Sr, 9610 Elinfield Place San Antonio Tx 78254 A REPORT OF CRIMINAL ACTIVITY (certified mail 9589 0710 5270 1204 8327 22) City Manager Peter Zanoni P.O. Box 9277 Corpus Christi, TX 78469 THERE IS NO STATUTE OF LIMITATIONS CONCERNING THE FRAUD ON THE 57""'DISTRICT AND FEDERAL COURTS.THE STATUTE IS TOLLED CONCERNING THE CRIMINAL ACTIVITY DUE TO THE ONGOING RICO CRIMINAL CONSPIRACY, You are named in documents detailing the ongoing Democrat RICO criminal coverup involving public,police and judicial corruption. The stolen public funds are the central focus of the criminal coverup but the devasting impact on the safety and well-being of our citizens is of paramount importance, How many lives over the past two decades were altered or lost when the 911 system failed after city officials refused to repair the crippled system as all the money was stolen? How many lives were altered or lost due to the forged SAPD warrant scheme? How many lives were altered or lost due to Courtroom pet jury and fabricated evidence by the Texas Rangers, SAPD, BCSO,city/county attorneys,city/county witnesses and district attorney staff? How many lives were altered due to the four years of illegal city meetings violating the Texas Open Meeting Act and the associated illegal contracts, grants, agreements, ordinances, etc.? How many lives were altered or lost due to the media coverup and flake news lies? I-low many lawsuits, civil /criminal cases,grants, fiscal contracts, ordinances,etc. must be reviewed? Would YOU help SAPD Chief McManus and the City cover Lip the criminal acts of a pedophile SAPD officer if YOUR child or a child of a family member was the one molested? MUNICIPAL BOND FRAUD - CITY OF SAN ANTONIO TX - 9/14/2024 The City of San Antonio,Texas has been violating the Securities Exchange Act and other many other laws for decades. Specifically,the City of San Antonio has for years made fraudulent material misrepresentations and omissions regarding its financial condition to municipal bond purchasers,underwriters, financial institutions and the public. The City of San Antonio represented itself as financially stable while maintaining an internal structure with adequate controls and procedures to ensure proper budgetary accounting ensuring the City's overall financial stability. However,representatives of the City of San Antonio were,at all relevant times, illegally spending up to$5 million a year,falsely listing the expenditures as being telecommunications costs, illegally siphoning the funds from city/grant telecom budgets under the guise of a phone surcharge and hiding the fraud. These persons have been falsifying records,audits, reports,etc. since 1982 and have defeated internal controls especially Administrative Directive 6.12 that was created in 1982 providing a process to consolidate and pay monthly telephone bills and then bill each department for their fair share of the cost.They have committed the judicial crimes of aggravated perjury,subornation of perjury, fraud on the court,etc. in an effort to cover up the fraud. They defamed and banned whistleblowers in violation of the Constitution to silence reports of the criminal activity and participated in four years of meetings violating the Texas Open Meeting Act. In 2008, with proof of the Ions-term fraud in hand and with the illegal cover- up in full swim they started publishing years ol'olTcial statements declaring that complaints were"unfounded"and that controls weree in place safeguarding city assets.In reality, funding was at times used to support criminal schemes to funnel money outside of the City and also spent outside local government codes,open-bidding regulations,grants and bonds guidelines that by law set aside money for telecommunications and E911 support and a voter mandate - passed in the form of an annual budget ordinance. Since 1982 auditors did not perform an audit of the"variable" telephone billing account and never attempted to learn how up to$5 million a year was actually spent by applying generally accepted accounting principles and standards. Budget Director Peter Zanoni admitted that he didn't understand the"variable"and didn't trust fiscal reports submitted by the IT Department but looked away instead of alerting auditors, halting the illegal activity,exposing the cover-up and taking the necessary steps to ensure the integrity of City fiscal records. He then helped defraud the court to conceal his years of incompetence and the theft of $100 million. City officials ran off two honest auditors and have kept unethical,dishonest city auditor Kevin Barthold in place to conceal the fraud. Ultimately,rather than expose the fraud and hold the dishonest employees accountable City officials chose to ignore numerous reports of wrongdoing and embark on an illegal scheme to hide the criminal activity,violate the Texas Open Meetings Act and violate the law in the process.They keep dishonest deputy city attorney Deborah Klein and others on the public payroll. With each election cycle the criminal coverup continues. In 2013, the Dallas office of the SEC created case# F"O 302036 but sadly did nothing despite additional submissions over the years. The liberal local media helps conceal the criminal activity. The RICO criminal coverup continues. Nov 1,2007 : $157160,000 CITY OF SAN ANTONIO,TEXAS AIRPORT SYSTEM REVENUE BONDS - correct info before 2008 duhn Liklih-01 v oty ,.r.ti.m A.(0fflf,. Plaintiff wmt employed as a Telecommunicatiom Manager in the C'ity's Infirm icon and Technology Services Department. Plaintiff was terminated in April 2006 for job per6 mwKwe. Plaintiti had previously Bled complaints with the City's Municipal Integrity Ihrit alkghrg misuse of funds in the Department. He filed wit against the City uruier the Texas Whistlebl(rAw Act nrul seeks damages in exem of SSr:IIt,INN). 'Irtus case is set for trial in March 20o8. July 1,2008; $13S,000,000 CITY OF SAN ANTONIO TEXAS HOTEL OCCUPANCY TAX BONDS SERIES 2008 - false info after 2008 "WHICH WERE UNFOUNDED" IS ADDED THE CRIMINAL COVERUP/BOND FRAUD/SEC VIOLATIONS BEGINS John f?,r/rlril/v. C�ry of an,trmanr„ Plaintiff was employed as a Telecommunications Manager in the City's Information and Technology Services Department. Plaintiff was terminated in April 2006 for job performance. Plaintiff had previously filed complaints with the City's Municipal integrity Unit alleging misuse of funds which were unfounded. He flied suit against the City under the Texas Whistleblower Act and sects damages in excess of$500,000. This case is sin for trial on August 4,2008. Tuesday, November 11,2025 • Public Comment & Input Form For City Council Meetings, Board Meetings, & Commission Meetings To submit a service request,ask a question,report a violation,browse city-required permit forms or access services online,click here: Access Online Services To continue submitting a written public comment click Next below. Public Comment & Input Form For City Council Meetings, Board Meetings, & Commission Meetings Date of Meeting Tuesday, November 11, 2025 Name Merida Forrest Address 7114 GRAPE ARBOR DR CORPUS CHRISTI,TX,78414 Please select the Board, Committee, City Council or governing body that your comments are directed to: Are you a resident of Corpus Christi? Yes What district do you reside in? District 5 Topic Library board appointments Agenda Item Number 2 Comment Council members, As you vote for the appointments on library board-I ask that you support Marilena Garza & Carolyn Koivula. Both individuals are dedicated community members who value literacy,learning and public service. Both understand how important our libraries are-not just as places for books, but as community spaces for learning, access and connection. Both individuals have diverse perspectives and have great relationships with others that will benefit the board and our city in their new role as they both work well with all kinds of people. Their dedication will help strengthen library services for all residents of our city. I encourage your support for their appointments. Thank you, Provide an email to receive a copy of aleli420@yahoo.com your submission. i 1 E i I I 2 I I ' Monday, November 10,2025 p Public Comment & Input Form I For City Council Meetings, Board Meetings, & Commission Meetings To submit a service request,ask a question, report a violation, browse city-required permit forms or access services online,click here: Access Online Services To continue submitting a written public comment click Next below. Public Comment & Input Form For City Council Meetings, Board Meetings, & Commission Meetings Date of Meeting Tuesday, November 11,2025 Name John Weber Address 10523 Fair Oaks Blvd Fair Oaks, CA,95628 Please select the Board, Committee, City Council or governing body that your comments are directed to: Are you a resident of Corpus Christi? No Topic Public Comment Agenda Item Number Public Comment Comment Before oral comments, people are reminded of other ways to communicate with elected officials. One of those is by email.The attached are my multiple attempts to contact Council member Scott regarding statements he made on a local radio show.The statements he made appeared to be false. I presented the simple math that I did and asked him if I made any errors. He never responded to any errors I had made or the math he did to back up the statements he made on the radio show. Because no response has been given, I can only assume any math he may have done didn't back up his statements. It is pretty sad when elected officials make false statements,obviously meant to influence the public. Should people assume Council member Scott is plain ignorant or plain dishonest?Without honesty,there can be no trust.The City needs to be transparent in all they do. The City and officials need to share the math or the modeling with the public. As always, have a nice day. Upload supporting images or documents. a Mr.Scott.pdf Provide an email to receive a copy of js_weber@hotmail.com your submission. I 3 j From: John W Sent: Saturday, November 8, 2025 10:42 AM To: Mark.Scott@corpuschristitx.gov <Mark.Scott@corpuschristitx.gov> Subject: Fw: Eating $230 million Good day, Council member Scott, It sounds like you have a new email address. I was told you are still getting all emails that were sent to your old email address as well. Please respond with your math to my below email. Thank you, John From: John W Sent: Monday, October 27, 2025 8:56 AM To: mark.scott@cctexas.com <mark.scott@cctexas.com> Subject: Fw: Eating $230 million Good morning, Council member Scott, Just a quick follow up on my last email. I hadn't heard back from you yet. I just wanted to make sure you have received my email. I am still interested in seeing your math and how it compares to the math I did. Thank you for your response, John From: John W Sent: Tuesday, October 21, 2025 3:40 PM To: mark.scott@cctexas.com <mark.scott@cctexas.com> Subject: Eating $230 million Good morning, Council member Scott, I heard you on the radio, yesterday. I am wondering if. you can please show me the math you did to come up with the City having to eat $230 million dollars. I studied finance and accounting in college and I can't come to the same amount you did. So, please help me out and show me the errors in my calculations. Thank you. Bonds sold- $230 million (the number you stated) I will use 4% interest in this example. Annual interest payments due to bond holders- $9.2 million Bonds callable in 10 years. $9.2 million times 10 = $92 million (Caller Times reported it would be $72.5 million) $50 million already spent (the number you stated) $230 million sold less $50 million spent = $180 million City retains It is my understanding that the City can invest the money they haven't spent and earn a rate of return up to the return they are paying bond holders but not over that. The low interest loan is not meant to be a profit center for the City. $180 invested in 10-year US Treasuries that are currently yielding 4% would provide $7.2 million annually for a 10-year total of $72 million. In conclusion, At the end of 10 years, the whole principal is paid back $230 million plus 10 years of interest $92 million ($72.5 million according to the Caller Times) . This total is $322 million. The City retained the unspent $180 million plus the interest income of $72 million (simple interest, not compounded, if compounded this amount would be greater) that totals $252 million. City outflows at the end of the tenth year are $322 million less retained money plus interest $252 million = $70 million. This is what the City eats according to my math. Best regards, John Weber 3 i i 3i 3 3� 3 3 i i se 00 o� � F v AGENDA MEMORANDUM NOORPON First Reading for the City Council Meeting of November 11 , 2025 1852 Second Reading for the City Council Meeting of November 18, 2025 DATE: October 22, 2025 TO: Peter Zanoni, City Manager FROM: Daniel McGinn, AICP, Interim Assistant City Manager DanielMc@cctexas.com 361-826-7011 Acceptance and Appropriation of FY2026 Texas Homeless Housing and Services Program Grant Funds CAPTION: Ordinance accepting and appropriating the 2026 Texas Department of Housing and Community Affairs (TDHCA) Homeless Housing and Services Program (HHSP) grant in the amount of $209,232.00 for the General Set Aside and $55,371.00 for the Youth Set Aside, totaling $264,603.00; authorizing the execution of funding agreements, and other documents necessary to implement the 2026 program; and amending the FY2026 Operating Budget. SUMMARY: For 2026, TDHCA is awarding $264,603 to the City to support the reduction of homelessness and increase housing stability. The City will award these funds to subrecipients through a competitive Notice of Funding Availability. BACKGROUND AND FINDINGS: HHSP was established during the 81st Texas Legislature (2011) through an appropriations rider and codified during the 82nd Texas Legislature (2012). HHSP provides funding to the nine largest cities in Texas in support of services to homeless individuals and families. For FY2026, the City of Corpus Christi has been allocated $209,232 for HHSP General Set Aside funds and $55,371 for the HHSP Youth Set Aside funds for 2026 for a total of$264,603. The City is required to accept the funding from TDHCA before November 30, 2025, in order to participate. Beginning on November 3, 2025, the Planning & Economic Development Department will run a competitive subrecipient application process to provide services under these programs. Awards will be presented to City Council for approval. The timeline is as follows: Activity Timeframe NOFA Release November 3, 2025 First Reading City Council for Funds Acceptance November 11, 2025 Second Reading City Council for Funds Acceptance November 18, 2025 NOFA Due December 5, 2025 City Council for Subrecipient Awards Approval January 27, 2026 In previous years, the City approved subawards to Mother Teresa Shelter, The Salvation Army, Mission 911, Corpus Christi Independent School District, and the Nueces Center for Mental Health and Intellectual Disabilities. Section §7.22(d) under Title 10 of the Texas Administrative Code ("HHSP Rule") provides that before TDHCA can enter into a contract, the City must provide evidence of a governing body action (resolution or ordinance)which states that the City has authorization to enter into a contract for HHSP funds and must provide the name and title of the person authorized to represent the City and has signature authority to execute a contract. The City of Corpus Christi is designating Daniel McGinn, Director of Planning & Economic Development, to authorize the Department to enter into a contract for the receipt of HHSP funding from TDHCA. The City of Corpus Christi also designates Amanda Rodriguez, Unhoused Programs Administrator Planning & Economic Development, as the administrator. ALTERNATIVES: City Council can choose not to accept the funding. FISCAL IMPACT: The City will receive $264,603 for the 2026 program to pass through to local organizations. FUNDING DETAIL: Fund: 1071 Community Enrichment Grant Fund Organization/Activity: 89 Grants& CIP/ FY26 HHSP General Set-Aside Department: 24 Neighborhood Services Dept Project # (CIP Only): N/A Account: various Amount: $209,232.00 Fund: 1071 Community Enrichment Grant Fund Organization/Activity: 89 Grants & CIP/ FY26 HHSP Youth Set-Aside Department: 24 Neighborhood Services Dept Project # (CIP Only): N/A Account: various Amount: $55,371.00 RECOMMENDATION: Staff recommend accepting and appropriating the funds. LIST OF SUPPORTING DOCUMENTS: Ordinance Presentation Ordinance accepting and appropriating the 2026 Texas Department of Housing and Community Affairs (TDHCA) Homeless Housing and Services Program (HHSP) grant in the amount of $209,232.00 for the General Set Aside and $55,371.00 for the Youth Set Aside, totaling $264,603.00; authorizing the execution of funding agreements, and other documents necessary to implement the 2026 program; and amending the FY2026 Operating Budget. WHEREAS, the Homeless Housing and Services Program ("HHSP") was established by the 81 st Texas Legislature through an appropriations rider and codified during the 82nd Texas legislative session to provide funding to the nine largest cities in Texas, including the City of Corpus Christi ("City"), in support of services to homeless individuals and families; and WHEREAS, the Texas Department of Housing and Community Affairs (TDHCA) is awarding $264,603.00 for the 2026 program year to the City to support the reduction of homelessness and increase housing stability. The general population funds are $209,232.00 and the youth set-aside is $55,371.00. These funds will be awarded to local homeless service providers through a competitive process. WHEREAS, the general allocation must be used by the City on activities eliminating and/or preventing homelessness, including the construction, development, or procurement of housing for homeless persons; rehabilitation of structures targeted to serving homeless persons or persons at-risk of homelessness; provision of direct services and case management to homeless persons or persons at-risk of homelessness; or other homelessness-related activities as approved by TDHCA; and WHEREAS, the youth set-aside must be used by the City on activities eliminating and/or preventing homelessness, including case management and essential services associated with finding and maintaining stable housing; provision of direct services for youth and young adults experiencing or at-risk of homelessness; construction, development, or procurement of housing for youth and young adults experiencing homelessness; rehabilitation of structures targeted to serving youth and young adults experiencing or at-risk of homelessness; operation of emergency shelters or administrative facilities.; or other homelessness-related activities as approved by TDHCA; and WHEREAS, Section §7.22(d) under Title 10 of the Texas Administrative Code ("HHSP Rule") provides that before TDHCA can enter into a contract, the City must provide evidence of a governing body action (resolution or ordinance) which states that the City has authorization to enter into a contract for HHSP funds and must provide the name and title of the person authorized to represent the City and has signature authority to execute a contract. The City of Corpus Christi is designating Daniel McGinn, Director of Planning & Economic Development, to authorize the Department to enter into a contract for the receipt of HHSP funding from TDHCA. The City of Corpus Christi also designates Amanda Rodriguez, Unhoused Programs Administrator Planning & Economic Development, as the administrator. 1 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. Section 2. The Director of Planning & Economic Development Department, Daniel McGinn, for the City of Corpus Christi, or designee, is hereby authorized to represent the City and execute TDHCA contracts for these HHSP Program funds. Section 3. The City's FY2026 Operating Budget adopted by Ordinance No. 033730 is amended to increase expenditures by $264,603.00 to reflect in accounting string 1071- 530000 for the HHSP grant. Section 4. The City Manager or designee is authorized to execute any future amendments to the Contract which extend the contract period or increase or decrease the amount of the grant. Section 5. That in the event of loss or misuse of the grant funds, the City of Corpus Christi assures that the grant funds will be returned in full to the Texas Department of Housing and Community Affairs. Introduced and voted on the day of 2025. PASSED and APPROVED on the day of , 2025. ATTEST: Paulette Guajardo, Mayor Rebecca Huerta, City Secretary 2 . Go�Qus } _ * 852 Homeless Housing - � and Services ._ - Program Award Acceptance and Appropriation 2 City of Corpus Christi 0@ Homeless Housing and Services Program COMPONENTS OF AN EFFECTIVE • Funds are allocated by the Texas Department HOUSING CRISIS M of Community Affairs (TDHCA) to the nine Response System outreach&Coordinated largest cities in Texas Entry Q + 2026 funding granted to the City is $264,603 rm Peanent • Supportive Prevention Housing &Diversion • $209,232 for general population CONTINUUM OFCARE • $55,371 for youth set-aside m Competitive application process underway for Rapid EmFgency subrecipient awards ReHousl Sheller • TDHCA requires governing body acceptance before they will issue contracts Go�Qus o � >. m r yR Thank you ! se GO � O� A H AGENDA MEMORANDUM "CORPORpE° First Reading Ordinance for the City Council Meeting on November 11, 2025 1852 Second Reading Ordinance for the City Council Meeting on November 18, 2025 DATE: November 11, 2025 TO: Mayor & City Council FROM: Rebecca L. Huerta, City Secretary RebeccaH�cctexas.com 361-826-3105 Ordinance to amend the City Code of Ordinances to make changes to City boards, commissions, and committees pursuant to the 2023 Sunset Review. CAPTION: Ordinance to amend the City Code of Ordinances to make following changes to City boards, commissions, and committees: (1) Revise the Park and Recreation Advisory Committee to add an ex-officio member appointed by the CEO of Visit Corpus Christi and add a statement of preferred representation from each Council district; (2) Discontinue the Citizens Advisory Health Board; (3) Revise the Sister City Committee to reflect transfer of Sister City services to contractor United Corpus Christi Chamber; (4) Discontinue the Commission on Children & Youth; (5) Discontinue the Flood Mitigation Hazard Information Committee; (6) Discontinue the Human Relations Commission; (7) Rename the Watershore and Beach Advisory Committee to the Water, Shore, and Beach Advisory Committee; and (8) Revise the Transportation Advisory Commission as a subcommittee of the Planning Commission. SUMMARY: The City Secretary's Office conducted the required Sunset Review of all boards, commissions, and committees in 2023. The Sunset Review is conducted every four years pursuant to Council Policy 10.3.9. The Sunset Review Committee is composed of staff from the City Secretary's Office, City Attorney's Office, and City Manager's Office. During the review process, the Sunset Review Committee reads the most recent board, committee, and commission annual review reports, which include information on current and future goals, activities, recommendations made to Council, meeting frequency, member vacancies, and department head comments. The Committee engaged in further conversations with advisory committee chairs, department leadership and the City Attorney's Office to obtain additional input and verification of any legal need for existing committees. As a result of the sunset review process, the Sunset Review Committee is recommending changes to membership or name of several committees and discontinuing several committees. Page 1 of 2 BACKGROUND AND FINDINGS: In 2019, the first comprehensive review of all City boards, commissions, and committees was conducted to determine which were still active and necessary to optimize efficiency and resources. During that review process, the total number of boards, commissions, and committees was reduced from 42 to 26. A sunset review is now conducted every four years in accordance with Council Policy 10.3.9. As a result of the 2023 sunset review process, the Committee is recommending the following changes to boards, commissions, and committees: Revise the Park and Recreation Advisory Committee to add an ex-officio member appointed by the CEO of Visit Corpus Christi, add statement of preferred representation from each Council district, and the chair will serve as an advisor to the Water, Shore, and Beach Advisory Committee and the Marina Advisory Committee. Revise the Sister City Committee to reflect transfer of Sister City services to contractor the United Corpus Christi Chamber of Commerce per Resolution 033756. Discontinue the Flood Mitigation Hazard Information Committee, Human Relations Commission, Citizens Health Advisory Board, and Commission on Children and Youth. Rename the Watershore and Beach Advisory Committee to Water, Shore, and Beach Advisory Committee. Revise the Transportation Advisory Commission as a subcommittee of the Planning Commission. FINANCIAL IMPACT: None SUPPORTING DOCUMENTS: Ordinance to discontinue or revise City committees per Sunset Committee review and prior agreement Sunset review presentation 2025 final Page 2 of 2 Ordinance to amend the City Code of Ordinances to make following changes to City boards, commissions, and committees: (1) Revise the Park and Recreation Advisory Committee to add an ex-officio member appointed by the CEO of Visit Corpus Christi and add a statement of preferred representation from each Council district; (2) Discontinue the Citizens Advisory Health Board; (3) Revise the Sister City Committee to reflect transfer of Sister City services to contractor United Corpus Christi Chamber; (4) Discontinue the Commission on Children & Youth; (5) Discontinue the Flood Mitigation Hazard Information Committee; (6) Discontinue the Human Relations Commission; (7) Rename the Watershore and Beach Advisory Committee to the Water, Shore, and Beach Advisory Committee; and (8) Revise the Transportation Advisory Commission as a subcommittee of the Planning Commission Whereas, City Council Policy 10.3.9 provides that every four years, the City Secretary shall conduct a sunset review of each City board, commission and committee and report to the City Council on the need for each board's continuation; Whereas, by Resolution 033756, the City Council authorized an agreement with the United Corpus Christi Chamber of Commerce ("UCCC") for Sister City services effective October 1, 2025 and which agreement acknowledged formation of subcommittee to UCCC for the Sister City program; Whereas, the City Council has received report from the City Secretary regarding the sunset review; Now therefore, be it ordained by the City Council of the City of Corpus Christi, Texas that: SECTION 1. Division 2 of Article IV of Chapter 2 of the City Code of Ordinances, regarding the Park and Recreation Advisory Committee is revised to delete the following struck through text and insert the following underlined text: DIVISION 2. PARKAND RECREATION ADVISORY COMMITTEE Sec. 2-70. Membership; organization changed. The city park and recreation advisory committee is hepeby ehaRged @Rd FeaFgaRi. ^ed +^ per consists of eleven (11) members, each a resident of the city. It is preferred, but not required, that the committee members represent diverse parts of the city, with some representation for each of the city council districts. Each member shall serve without compensation. The committee shall elect a chairman and adopt bylaws to govern its operations in cooperation with the city manager and the city council. The CEO of Visit Corpus Christi may appoint one ex-officio, non-voting member to the committee. Further,the chair of the parks and recreation advisory committee shall serve as an advisor to the water, shore, and beach advisory committee and the marina advisory committee. Page 1 of 19 (Ord. No. 11046, § 1, 8-23-1972; Ord. No. 16511, § 1,9-2-1981; Ord. No. 17748, §5(b), 7-27-1983) Charter reference(s)—See Art.V, §7. Sec. 2-71. Terms of members; filling vacancies. Each member shall be appointed for term of two (2) years and until successor is appointed. Initially, five (5) members shall be designated to each serve a term of one (1) year only, and five (5) members appointed shall be designated to each serve a term of two (2) years only. Each successor to a member completing a one-year term as above provided shall be appointed to a regular two-year term. Whenever a vacancy occurs during a term, appointment filling the vacancy shall be to fill the unexpired term. (Ord. No. 11046, §2,8-23-1972; Ord. No. 17748, §5(b),7-27-1983) Sec. 2-72. Duties. The parks and recreation advisory committee shall advise the city council as to all public parks and the buildings therein, public outdoor recreation areas and centers, and any other grounds placed under its purview by the city manager. Further,the parks and recreation advisory committee and the Water hore. and Beach Advisory Committee shall have joint jurisdiction over all waters adjacent to city parks located along Oso Creek and the Nueces River. However, the parks and recreation advisory committee will continue to have sole jurisdiction on the parkland adjoining the waterways. (Ord. No. 19831, § 1, 7-7-1987; Ord. No. 21443, § 1, 7-28-1992; Ord. No. 027408, §3,9-11-2007) SECTION 2. The Citizens Advisory Health Board is discontinued. Division 7 of Article IV of Chapter 2 of the City Code of Ordinances, Sections 2-110 through 2-114, is repealed. City Code of Ordinances, Chapter 2 Division 7 is amended to delete text shown below: DIVISION 7. urn 1 ru Qnn Qn Reserved. terms of membeMj fella ;Ai wt and the GAT. Page 2 of 19 (1966 Supp., § 2-67;Ord. No. 14321, § 1, 5-17-1978; Ord. No. 17748, §5(g), 7-27-1983) Sec. 2-111. 5-4-c,,mmittees; b,,aFd bylaWS Rd FWles „f P..,,,,Pd--rp (1966 Supp., § 2-68;Ord. No. 17748, §5(g), 7-27-1983) Sec. 2-112. 9.IRG-ti R 2-Rd ; iSdi tiGF (1966 Supp., §2-69;Ord. No. 17748, §5(g), 7-27-1983) Secs. 2-110 to 2-114. Reserved. SECTION 3. Division 13 of Article IV of Chapter 2 of the City Code of Ordinances regarding the Sister City Committee is revised to delete the following struck through text and insert the following underlined text: DIVISION 13. SISTER CITY COMMITTEE Sec. 2-150. Creation and general duties. By Resolution 033756, the City authorized an agreement with the United Corpus Christi Chamber of Commerce for Sister City services. The agreement provided for Sister City committee members to serve on a new subcommittee of the UCCC for Sister City program. H-P with CGFP616 (;hPi4i sistep effities, ;;Rd te Advise ;;Rd eeps,-it with ;;Rd assist the C-P44.4.4tee rhpl1- Page 3 of 19 , (?.v) t-Iles fop the ^vf hei5 HRL.Ss j cre�/eri�mr�ST�c ci crcy—ren�cicrrT /nr,J Pie 0399 § 1, 4 9 2016) See. 2 11-11. steeFiRg Ee,;,T ittee. nl nle. n Q nre. n.J , ,J ,/(lr 01 fee. -p IS2. c ++ , (Qpd Pie 999919, § 4 0 29 6) see. 2 I co nfffc-pp; /nr,J Pie 9999 § 1, 4 9 29 1 G1 see. -2 1-4. M R61te5, etG. Created: 2025-08-06 13:11:02 [EST] (Supp. No.42) Page 4 of 19 See. 2 1 /nr.J Pie. 030919, § 1, 4 0 201 tit SECTION 4. The Corpus Christi Commission on Children and Youth is discontinued. Division 19 of Article IV of Chapter 2 of the City Code of Ordinances, Sections 2-215 through 2-229, is repealed. The City Code of Ordinances Chapter 2 Division 19 is amended to delete the struck-through text shown below: n�►nc�nn► ►o �nQo►is �uQ�cr� r-nnnnn►cc�nn► nn► �u�► nQrn► n n►n vni iru Reserved Ses, 3 ra /nr.J nl 9299 2 § n 20 20101 • i r Th kQ .II f� fI' ra-mnifT Created: 2025-08-06 13:11:02 [EST] (Supp. No.42) Page 5 of 19 families, With eb l d FeR, YGHth t#e+r esj aRa e+r es-te the E+tyce61RcWl, @Rd- te ethea-s as a thoTffi�:ed by the 6961H (QFd ni,. 029813 § n an 2013) QRe ( ) I-,.., , , r Q R e (1) dTstFi Et@4 emus-e#f+cej @ R d QRe ( ) high 5;r4..,. l _+ .J....+fI:A. . G_9F .6 r 4 r 6 R d e p e R d e R t Cre4..,..1 h +rk.+. , , QRe r4.AA1 5;+ ,d-e_..+frA., T lI.,5;., nn P-1y.; y 1 R d e p e R d e R t Cra4..,.,1 r1il_+riG+. , QRe / I1 4 .4 S,e.4.Ael 5A.-d-e .+fre.. kNe-s+ I...J.,....... eRt Seheel r1fs+rfe+• , QRe 5e,hA-el 5• .--d-e�-1t fre• . CIei w QI.off I...JepeRdeRt Seheel pTstF-IEtzma The YeHth Shall be high seheel jHRieFs ell: _;A tome ef appeffiRtmeRt. (Ord. ale. 929919T1, 4_99 2919; nrd Ne. Q91969 § iF 12_1:7 2919. nrd Ne. 9929�9 § n 9_1:7 292Q) Page 6 of 19 (QFd nit 029813, § 1 n an 2n!3. QFd nit n31963 § 16 12 17 2019) Sag 2-239. Offecrar. Eea s-sia" Sea-,,,, r+e r R.,S. (QFd nit) 029813 § n 3n 2n13) Star. 2-2213 Meetings, (C)rd. fie. 92991g,§1, n ;9 29 a. QFd nit 9a 96; § 16, 12 1:7 29 9) TQrd. ale. 929919,§ Secs. 2-222 2-215-2-229. Reserved. SECTION 5. The Flood Mitigation Hazard Information Committee is discontinued. Division 32 of Article IV of Chapter 2 of the City Code of Ordinances, Sections 2-303 through 2-309, is repealed. City Code of Ordinances Chapter 2 Division 32 is amended to delete the struck-through text shown below: n►►ncICAN :22 r►nnn WAZ Qn n41T1anT1nN 141rnQ44PT4041 rnn4n4►TTr9 Se6: 2_303 G..ta..tedi eempesitien; ntm n+ +ra..FAS „f Fn ..a.at,ra..S. „ +:ram 41TC7a'C�Te�4�Tge4eF R Rq eRt. T_— Rq W S t ' G I I-I CTC Page 7 of 19 (1) Qia(1) GF R�GFeFepFeeeRtat+Ves fl,,,,dplafR WaRageWeRt effiGej (3) g� (1) oF WGTe FepFE?SeRtatiVefl:R-.Rq t#e�ns�;�ee�„�e��y- (6) QtivFHHR..TTmee (3)WeWbeFF, Gf th}C eerirmrrt e2 Sh-All CCGRFAitHte a 9HGFHW.. GeRqRq R+ divi inrd NE 031455 § 1, c 19 2018) the G Rity's Reeds fop p lblie ipfer.,-.atip-r, f.,r.q flat , i +L +., ,J. ppl +G 4. ether + rL . S. DrepaFiRg the r w fee dee-ur eRt fee g g 6,ed v. r A-s -s iRg the e Rity's Reeds; fee:fleed- e I-, -seed- A_ WeRtifyiRg the b. The highest pFieeFity feF the Gem-mffitte2 140Fth Fegai s to the fll^vvcdrT�Stli-cmrE2 i flee.,.- apeeassesswe.,+ Page 8 of 19 L. 4. ppep@FiR the rI@R (n..J NE) 031455 § 1 c 19 2n14) in NG. § Secs.2-28Fa2-303-2-309. Reserved. SECTION 6. The Human Relations Commission is discontinued. The City Code of Ordinances Chapter 24 Article I Sections 24-1 through 24-7 are amended to delete the struck-through text shown below: Chapter 24 HUMAN RELATIONS ARTICLE I. IA1 /_CA/CDA1 Reserved Sec. 24-1. ^Reserved L the fallawffiRg Fl f the-Qt�' 9f C=ems-C=iF+Sti, @6 @WeRdPd. R++ 0ep 24 , , in,-d N 2341 § 1 9 18 19-9 4 Page 9 of 19 , fGF PeFSGRS ;+L .Ji__A_hili4 Gh@iFpeFsqR ef the ep-PAwittee fqF Peapseps with disabilities, ;;Ad the wlembep Pf the staff Pf Of thP- Of r ,=aeffiai,,-Fei-IgieHS, ethRie, eF etheF g 5- (Ord Ne. 29411 § 1, 9_19_1999i nrd Ne. 2�6�9 § 2, 2_19_29n4• nrd Ne. 9929;9 § 9_1:_2929) r The Shall PAR614 r fpp the app i-Alteell as 4 r the balaRae of hfs/her ter shall he foiled by appeffiRtmeRt. r eemmissieR may r pFeGeedoRgS by the adRqwRi_#_F_;#_A_lr ;-;Rd- befelice the The shall /nr.J Ne 2;41 § Page 10 of 19 GeepeFate the i ieffity MaRageic, '00it1 pedat+e;Tte @RY 6616h p,Fablews. The C—Amm+sswep shall wake—its PepaFts ;;Rd (b) The GOMMissiOR is fl t elp @,A_hpp+;ed te: th ..f the i gFeHr i +tit i s-s i e� and F611esand pi:eEedHice-picem6llgated by the-Ee„�mTss+o, , a R d suppleweRtal is of its fiRdiRgs as may be :.,.Jie-tells Atil the file, iselps d i � cesa,,- the-r4a„ageme Rt of PFOgKams @Rd PFOPeFtwes, s Feg6liFed by Page 11 of 19 �". Re e-e m;-re�ad @Ry Fewed i es-arpea se p a b l e that aTepeed ed to c. r r to a.R5.6Fh=Rmer4)==y'--prerEt�62 S-#e t =m^Ror-ACCTvrr^vrRn. c vrnrrrTaSiGrrev Rne tea- of i+-s fiRdiRgs as way be J + J + I the filewed by the r iRGlHdiRg the ewpleyees and ageRts ef the ewReF, rfaeffilities, pFegFaws, to the-ge R e�- ee lie PIC failed to waka yyh.,+heF O+S q R +h.,r., h h.,., ,1 + ,. .,f+h., pliG hle f J r I ., and iwpleweRtffiRg r HlatffieRs by the place of PHhlie b Repert fiRdiRgs-te the-e+ty FpaRage�F and e+ty seeFetaF�- G. Veep @ file q plaffiRt O .Which it fipd-S, that the Gh- Fgp has s shall, h its r J di +'sf-c-twe, f the to theto e{� 5•e�h=Rmerte�==y'--�reret�e2�rte t �a eT�r�CeTvrrvrRn. c v�=rrmTaSii�rrev Rn. that -h-PISOS feF the 6haFgk- has, beep Sweh as thFO61gh WGFk She FiRg-agFeeme{R4,; v Fth the state ep fcaepal ageReffies. r § 1, r r § 3, af bpttpr relations and "Y'r it shall be the d6ity of the t9+ Page 12 of 19 State and rEffity ageREOeS, r r PFOGedwFesr r r r r r r r r r assemble data,eFtiReRt GeRfep with @Rd all r eFgaRizatieRsr empleymeRtr HRieR membeFship, rwages, r in ni 2941 § 1, 4 19 1494 r See, 94_7 C,. r FE?GGFdSif 6616h r r uest r r diseFetweRr -I-est the Gity if rGaRqpel by 661bpeeRa, r fqF r r jziuFE+ar rvrirrrr6 2R�c.rE2 E6mmrE2yAth F . Page 13 of 19 (QFd NE) 2341 § 1, 8 18 19-9 4 SECTION 7. The Watershore and Beach Advisory Committee is renamed to the Water, Shore, and Beach Advisory Committee. The City Code of Ordinances Chapter 2 Article IV Division 4 is amended by inserting the underlined text shown below: DIVISION 4. WATER, SHORE AND BEACH ADVISORY COMMITTEE Sec. 2-80. Created; membership; terms; filling vacancies. (a) There is hereby created the water, shore, and beach advisory committee. The committee shall be composed of nine (9) members appointed by the city council. (b) Notwithstanding subsection (a),the current members of the watershore committee shall be appointed to the initial two-year term of the marina advisory committee or appointed to the initial two-year term of the water, shore, and beach advisory committee, as requested by the member by written notification to city secretary, along with such other persons appointed by city council as necessary to total nine (9) members for each committee. Membership in one or more of the following categories is preferred but not required: a scientist, i.e., marine biologist; an engineer; an environmentalist; owner or representative of a hotel or condominium located on North Padre Island or Mustang Island; and a board member or employee of the Corpus Christi Convention and Visitors Bureau. (c) In the succeeding term, five (5) members shall serve a two-year term and four (4) members a one-year term, as determined by drawing. Thereafter, all terms shall be two (2) years. (d) Whenever a vacancy occurs during a term, appointments to fill a vacancy shall be to fill the unexpired term. (e) The chairperson of the water shore and beach advisory committee shall act as an advisor to the parks and recreation advisory committee and vice versa. (Ord. No. 027408, § 1,9-11-2007; Ord. No. 027523, 12-11-2007; Ord. No. 029985, § 1, 10-22-2013; Ord. No. 032058, § 10, 3-17-2020) Sec. 2-81. Rules of procedure; officers. The water shore and beach advisory committee shall adopt its own rules of procedure. At the first meeting after creation of the committee, a majority of the whole committee shall elect a chairperson and vice-chairperson to serve during the initial two-year term. Thereafter, a committee chairperson and vice-chairperson shall be elected by a majority of the whole committee to serve one-year terms expiring each September 1. Said election shall be held each year at the first regular meeting after appointments to fill expiring terms. (Ord. No. 027408, § 1, 9-11-2007; Ord. No. 029985, § 1, 10-22-2013) Page 14 of 19 15 Sec. 2-82. Duties. (a) The committee shall advise and make recommendations regarding use or preservation of the following areas within the city limits: the waterfront, the beaches, and the natural bodies of water, including but not limited to, Gulf of Mexico, bays, rivers, and creeks, excluding the marina area as defined by section 2-264. (b) The committee's duties include the following: (1) Assist the city council in providing for the orderly, master planning of the areas described in subsection (a). (2) Review the annual capital improvement budgets regarding the improvement and maintenance of the facilities upon said areas. (3) Review and make recommendations regarding special event requests upon said areas. (Ord. No. 027408, § 1, 9-11-2007; Ord. No. 029985, § 1, 10-22-2013) Sec. 2-83. Minutes; staff support. The city manager shall appoint a staff member to keep minutes of the committee and prepare such assistance as the committee may request. (Ord. No. 027408, § 1, 9-11-2007; Ord. No. 029985, § 1, 10-22-2013) Sec. 2-84. Water,,shore and beach advisory committee's coordination with parks and recreation advisory committee. The water, shore; and beach advisory committee, and the parks and recreation advisory committee shall submit recommendations to the city manager and the city council from time to time concerning any concurrent responsibilities relating to the waters, waterfront, and beaches in the city limits. (Ord. No. 027408, § 1, 9-11-2007; Ord. No. 029985, § 1, 10-22-2013) Secs. 2-85-2-89. Reserved. SECTION 8. The Transportation Advisory Commission is restructured under the Planning Commission. The City Code of Ordinances Chapter 2 Article IV Division 9 Sections 2-120 are amended to insert the underlined text and delete the struck-through text shown below and new Article IV Division 9 DIVISION a. - TRANIS12ORTATIONI ADVISORY rnnnnnISSIGNI Star. 2-3 213, PUFpese and Page 15 of 19 2 (Ord. No. 030474, § 1, 4-14-2015) E8 m m i y. T h@ m emue.`6 Of h E? t Fa R S P E)Fta t i 9"'p _;4cpj,A S G ` 68mmrssq_pr—sh'ur,bL appGiRt@d by the city fer three year terms. The terms of three (z3) members sh-all eX nee—O R Mfir--Of ea G h yea ; all Said te��re�"ens Shall se���t+l t�i e+r S11 EEP S68r6 aFe—appGlRted and ry i ia l i f i ed l_lRIL_QS6Te ed f r�r^v r. the t rz.p.s p e rrta-tic)R dyicnry commission (I) i9.ffkr_o2.4:S. The tFaRSpQFtatlGR adV*SGry GG.M.MiSsiG.R shall elect, by majority vGte, a chair a� rEe- it from among itS mem"ersWp eaGh yea�F at the f FStF cgWliarM eecnis e�+REeF eF Wder deS+gatedrep rP_SeRtat+vP_ Si�Inc-_rS the se-cpetary Gf the t r7 nc n n rt7 tl nn ach,i cn ry rnmmiccinn (2) rL,nr„m PI\/e /51 cni incil_annninterl momhorc shall cnnctiti ite a rvi inn im i may he approved by the tr7ncnnrt7tlnn dVicnrY rnmmiccinn ancl nerfnrm ci ich other e�c E+o—rr re ens. The traRrSp t_;Ul e S G R, c ommiss+c�T elp e-by awthcwized tQ n recenre of ev_nffirin momhorc chill ne�,er he cnncidlere dl in dleterm ininrr a 9 inn im for the tr7 n c7rtl nn of tr7 A n n 4a tl nn a vicn R, rnmmiccinn by,s i1p.e s s Created: 2023-01-26 15:18:48 [EST] (Supp. No.37) Page 2 of 19 3 May e S tab'FSl SHI eb a S May e'G e SSa r,, n r Members of s;-,c-h Eemttees; may bappGiRted from among of the made by committee shall Pet ce-R-t+tute official Statements OF nncitinnc of the tr RS n4-:41en There is one (I) Stanrlinrr rnmmittoo• a Riryrle and Pedestrian rnmmittoo (Ord. No. 030474, § 1, 4-14-2015; Ord. No. 031963, § 12, 12-17-2019) sew _2477 - D/114 /e Fs ord- rintiec of trans ortntio-H adviser- C-Ommiccion The tr7nt nnrt7tlnn �dVisnrx, rnmmiccinn Sh_.11• (1) Preside a ni ihlir fnri im fnr the disci issinn of PrnPnced Or artinnc relating Christi M inirinal (-ode Of aRy -;;Pd rev i review by the trancnnrtatinn dVicnr rnmmiccinn mill he S6 imm�ri-�ed e,fnr rit rni inril '-" ^' (mote puhIrahc kROWledge 9f tr_;RffiGe+lf,4.FEe e+ltd 9f 4ty tY7 nt'nnrt7tl OR icci iec (5) Date pubhc acEeptaRGe 9f traR}SP$rtati9 programs that are propose{� i vitiated by the rite, end PrnVide adVire nn rerrinnal 4aRsnnrt;4nn isci lec fnr the rity'S mi ilti_mndal 4aR nnrt7tlnn System ()PFGV*dE? OR traRSpGrtatiOR aspects of the city's Eapta-I Created: 2023-01-26 15:18:48 [EST] (Supp. No.37) Page 3 of 19 4 Ci ihmit anni al ronnrtc to tho nlanninrr rnmmiccinn and city rni inr-il (9) lRdeP erlde+l tly Ke'A P- try-fff,,TC-- Safety rE?PO4S G F C i ty StrEe tS a R d Pi GV is moot Inr-�I noorlc homer riti-Zon r-nmmontc rnnrornin r thorn m�ttorc rornmmonrl;4tinnc nn tr;4ffir imnaGt analvcic a nor tho I Inif L-Qd floVE?IGPmont (-nrlo to nlanniRg rnmmiccinn ;4nrl city rni inril (Ord. No. 030474, § 1, 4-14-2015) Division 9. Transportation Advisory Subcommittee of the Planning Commission Section 2-120. Formation and Duties of the Transportation Advisory Subcommittee of the Planning Commission. The Planning Commission shall establish a subcommittee of 4 of its members to form the Transportation Advisory Subcommittee. The Planning Commission may appoint non-voting ex officio members from the following organizations to serve on the subcommittee: Texas Department of Transportation. Metropolitan Planning Organization, Regional Transportation Authority. Port of Corpus Christi Authority, Nueces County, local school districts. Del Mar College, and Texas A&M University at Corpus Christi. The duties and responsibilities of the Transportation Advisory Subcommittee are limited to: (1) Receive citizen concerns of a traffic safety nature. (2) Make recommendations to the Planning Commission regarding traffic safety ordinances or other traffic safety matters requiring City Council consideration. (3) Advising the Planning Commission on matters related to the traffic and transportation master plans. All references in the City Code of Ordinances to the "Transportation Advisory Commission" or "Transportation Advisory Committee" are changed to the Planning Commission. The Planning Commission may refer such matters to the Transportation Advisory Subcommittee for its recommendation. " Created: 2023-01-26 15:18:48 [EST] (Supp. No.37) Page 4 of 19 5 SECTION 9. If for any reason any section, paragraph, subdivision, clause, phrase, word, or provision of this ordinance shall be held invalid or unconstitutional by final judgment of a court of competent jurisdiction, it shall not affect any other section, paragraph, subdivision, clause, phrase, word or provision of this ordinance, for it is the definite intent of this City Council that every section, paragraph, subdivision, clause, phrase, word or provision hereof be given full force and effect for its purpose. SECTION 10. This ordinance takes effect on date of final passage. Introduced and voted on the day of , 2025. PASSED AND APPROVED on the day of , 2025. ATTEST: Paulette Guajardo, Mayor Rebecca Huerta, City Secretary Created: 2023-01-26 15:18:48 [EST] (Supp. No.37) Page 5 of 19 CITY OF CORPUS CHRISTI -� CITY SECRETARY'S OFFICE Ordinance to amend the City Code of Ordinances to make changes to City boards, commissions, and committees pursuant to the 2023 Sunset Review November 11 & 18, 2025 A !� Ono / Background • 2019 : first review of all boards, commissions, and committees • Resulted in committee reduction from 42 to 26 • Many were no longer active or not needed and some were combined. • Sunset review is conducted every 4 years per Council Policy 10.3.9, with the last review completed in 2023. • This ordinance reflects the recommendations from the 2023 Sunset Review Committee. Annual Review Report & Sunset Review • Annual Review Report • Asks about current and future goals, activities, recommendations made to Council, meeting frequency, member vacancies, and department head comments. • Written and approved by the board and the staff liaison. • All reports are combined into one document and distributed to City Council. • Sunset Review Committee • Staff members from the City Secretary's Office, City Attorney's Office, and City Manager's Office • Met in 2023 to review the annual review reports & recommend any changes. • Sought additional feedback from committee chairs, department leadership, and City Attorney's Office. V ` Parks and Recreation Advisory Committee • Committee recommendation (2022) : add that it is preferred but not required that members represent all City Council districts; the CEO of Visit Corpus Christi may appoint one ex-officio member; PRAC chair to serve as an advisor to the Water, Shore and Beach Advisory Committee and Marina Advisory Committee. • Sunset Review Committee recommendation (2023) : approve all committee recommendations !, Sister City Committee � . O • Committee recommendation (2022) : recommended adding an ex-officio member from Visit Corpus Christi. • Sunset Review Committee recommendation (2023) : approve membership addition. • From 2023 through 2025, IGR and City Secretary staff engaged in conversations with the United Chamber to transfer the committee to the Chamber. The agreement was approved on Sept. 9, with an effective date of Oct. 1. This ordinance reflects the approved resolution and agreement. Watershore and Beach Advisory Committee • Committee recommendation (2022) : renaming to the Water, Shore, and Beach Advisory Committee • Sunset Review Committee recommendation (2023) : approve name change Transportation Advisory Commission (TAC) . O • Staff recommendation (2022) : revise as a subcommittee under the Planning Commission instead of a standalone commission. • Sunset Review Committee recommendation (2023) : approve the revision under the Planning Commission. !, Sunset (discontinue) boards • Flood Hazard Mitigation Information Committee - Development Services recommends eliminating as it is no longer required and has never met. • Human Relations Commission - Planning and Community Development recommends eliminating the Commission as it is not required. • Citizens Advisory Health Board - Health Department recommends eliminating it due to inactivity for 4+ years. • Commission on Children and Youth - Parks and Recreation recommends eliminating it due to inactivity and overly broad purpose. Staff Recommendation • Staff recommends approving the ordinance as presented. • Questions? AGENDA MEMORANDUM Public Hearing and First Reading for the City Council Meeting of November 11 , 2025 Second Reading for the City Council Meeting of November 18, 2025 DATE: November 11 , 2025 TO: Peter Zanoni, City Manager FROM: Michael Dice, Development Services Department Michaeld3@cctexas.com (361) 826-3596 Rezoning for a property at or near 15349 Northwest Boulevard CAPTION: Zoning Case No. ZN8855, William Mays (District 1). Ordinance rezoning a property at or near 15349 Northwest Boulevard from the "FR" Farm Rural District to the "RS-6" Single- Family 6 District; providing for a penalty not to exceed $2,000 and publication. (Planning Commission and Staff recommend approval). SUMMARY: This item is to rezone the property to allow a medium-density residential subdivision accommodating approximately 226 single-family lots and includes amenities such as a pedestrian trail throughout the development, a common area pool and a basketball court. BACKGROUND AND FINDINGS: The subject property is a 68.8-acre tract, out of the Northwest area of the city, located along the south side of Northwest Boulevard, an "A3" Primary Arterial Street, and south of the city's limits. The surrounding properties are mostly vacant, with the east zoned "CG-2" General Commercial, "RM-1" Multifamily District, "RS-6" Single-Family 6 District, and "OCL" Outside City Limits. The medium-density residential subdivision to the east of the parcel is within the "RS-6" Single-Finaily 6 District. The properties to the south are outside city limits, and the properties to the west are zoned "FR" Farm Rural District, with residential estate and agricultural uses, and a portion vacant. The "RS-6" Single-Family 6 District allows for single-family detached houses and group homes. A limited number of public and civic uses are allowed, subject to the restrictions necessary to preserve and protect the single-family character of the neighborhood. The proposed rezoning is consistent with the Northwest ADP; however, is inconsistent with the future land use designations of mixed-use along Northwest Boulevard, and Low-Density Residential at the south half of the tract. The future land use designation is Medium-Density Residential in between. Public Input Process: Number of Notices Mailed: 25 notices were mailed within the 200-foot notification area, and 2 outside the notification area. As of October 10, 2025 In Favor In Opposition 0 inside notification area 0 inside notification area 0 outside notification area 0 outside notification area A total of 0.00% of the 200-foot notification area is in opposition. ALTERNATIVES: None. FISCAL IMPACT: There is no fiscal impact associated with this item. FUNDING DETAIL: Fund: N/A Organization/Activity: N/A Department: N/A Project # (CIP Only): N/A Account: N/A Amount: N/A RECOMMENDATION (October 1, 2025): Planning Commission and Staff recommend approval of the change of zoning from the "FR" Farm Rural District to the "RS-6" Single-Family 6 District. Vote Results For: 7 Against: 0 Absent: 2 Abstained: 0 LIST OF SUPPORTING DOCUMENTS: Ordinance Presentation - Aerial Map Planning Commission Final Report Zoning Case No. ZN8855, William Mays (District 1). Ordinance rezoning a property at or near 15349 Northwest Boulevard from the "FR" Farm Rural District to the "RS-6" Single-Family 6 District; providing for a penalty not to exceed $2,000 and publication. (Planning Commission and Staff recommend approval). 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, THAT: SECTION 1. The Unified Development Code ("UDC")and corresponding UDC Zoning Map of the City of Corpus Christi, Texas are amended by changing the zoning on the subject property being 68.79 acres out of the McIntyre Partition subdivision, as described and shown in Exhibit "A", from: the "FR" Farm Rural District to the "RS-6" Single-Family 6 District. The subject property is located at or near 15349 Northwest Boulevard. Exhibit A, a metes and bounds, 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. SECTION 4. All ordinances or parts of ordinances specifically pertaining to the zoning of the subject property that conflict with this ordinance are hereby expressly superseded except for the Military Compatibility Area Overlay Districts. This ordinance does not amend or supersede any Military Compatibility Area Overlay Districts, which, as adopted by Ordinance#032829, remain in full force and effect. SECTION 5. A violation of this ordinance, or requirements implemented under this ordinance, constitutes an offense punishable by a fine not to exceed $2,000.00 for each offense; 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. SECTION 7. This ordinance shall become effective upon publication. Introduced and voted on the day of , 2025. PASSED and APPROVED on the day of , 2025. ATTEST: Paulette Guajardo, Mayor Rebecca Huerta, City Secretary Page 2 of 5 Exhibit A MURRAY BANS,JR.,P.B.,R.P.L.S. 3054 S.As.AMEDA,nP79404 NixotiM.WEtsrt,RE,R.P.L.S. 361-882-5521- FAx361-882-1265 w ",.baa�-welsh.wm e-mail:m=a�rC<aol.mm c-mail:niXMW1Wgmai1.c0m BASS&WELSH ENGINEERING TX Registration No.F-52 Survey Registration No.100027-00 P.O.Box 6397 Corpus Christi,TX 78466-6397 April 24,2025 Field Note Description Being a tract situated in Corpus Christi,Nueces County,Texas,being generally described as that tract as described in the deed to Katherine Lontos,at all in the Deed recorded on the Clerk's File Number 2005011825,Deed Records,Nueces County,Texas,save and except that 30 foot wide strip deeded to the State of Texas for additional right-of-way for Farm to Market Road 624; BEGINNING at a 5/8 inch iron rod found for the northeast corner of the 0.39 acre tract described in the deed recorded in Clerk's File Number 2012028051,Deed Records,Nueces County,Texas; THENCE SW53'22"E along the south right-of-way line of Farm to Market Road 624,a distance of 623.87 feet to a 5/9 inch iron rod found for the northeast corner of this tract said point being the northwest comer of a 2.48 acre tract out of the Mostaghasi Investment Trust,Document Number 2019002135,Deed Records,Nueces County,Texas; THENCE S08°46'5T'W at 274.56 feet pass the southwest corner of the 2.48 acre tract,at 1447,01 feet pass the northwest corner of The Lakes Northwest Unit 2,as shown on the map thereof recorded in Volume 70,at Pages 3 through 5 of the Map Records of Nueces County,Texas,at 2312.88 feet pass a 5/8 inch iron rod found for the southwest corner of the heretofore referenced The Lakes Northwest Unit 2 Subdivision,and the northwest comer of Rio Lado Acres Unit 2,as shown on the map thereof,recorded in Volume 44 at pages 190 through 191,of the Map Records of Nueces County,Texas,at 3561.92 feet pass a 3/4 inch iron rod found for the southwest corner of Rio Lado Acres Unit 2 and the northwest corner of Stonegate Block 3,as shown on the map thereof,recorded in Volume 68 at Pages 540 through 543,Map Records,Nueces County,Texas, and in all a distance of 4157.97 feet to a 5/8 inch iron rod set for the southeast comer of this tract said point being a corner of a 150.09 acre tract in the name of Randall R.Harwell and wife Stephanie,described in the Deed recorded in Clerk's File Number 2015051649,of the Deed Records,Nueces County,Texas,for the southeast corner of this tract; THENCE N80°34'56"W a distance of 738.86 feet to a 518 inch iron rod set for an interior corner of the heretofore referenced 159.09 acre tract and the southwest corner of this tract; THENCE N09100'42"E,at a distance of 2216.77 feet pass a 1 inch iron pipe found for the southeast corner of the 7.4.59 acre tract out of the north portion of the 472.63 acre tract of the Shawnna Bass et al Tract and in all a distance of 3933.22 feet to a 5/8 inch iron rod found for the southwest corner Page 1 of 2 Page 3 of 5 of the heretofore referenced 0.39 acres out of the McIntyre Partition and the southerly northwest corner of this tract; THENCE S84°5945"E a distance of 99.74 feet to a 5/8 inch iron rod found for the southeast corner of the 0.39 acre tract and an interior corner of this tract; THENCE N09°06'10"E a distance of 170.06 feet to the POINT OF BEGINNING forming a tract embracing 68.89 acres(3,000,775 square feet). ` ..�. MURRAY BASS,JR '7.oisg�o;:Py� M ray Bass, r.,R.P.L.S. SU Note:Basis of bearing:State of Texas,Lambert Grid,South Zone,NAD 1983. MBJ:emg 25008-RhodesDevelopment-FM24atCalallen-M&B Page 2 of 2 Page 4 of 5 �p 'A N N �M-141—mg q-.11 A111p INS J li;g FINj" FH INAR IT M, pop j"pi prIp-'a'.gm-i u; 52� m ft 'A —1 T Plerls .111; 4 A-, I 11'siliNga I EMT 'ell MM > En 60 03 m '�Z J z iw m et am r� L �21 (a -n r -TE 4/ BASS tZTI,S� INEEFIINC3' LAND TITLE SURVEY 68.788 ACRES OUT or THE MCINTYRE PARTITION CORPUS CHRISTI,NUECES COUNTY,TEXAS Page 5 of 5 ZONING REPORT CASE ZN8855 Applicant & Subject Property District: 1 Owner: William Mays Applicant: Melden & Hunt Inc Address: 15349 Northwest Boulevard, located along the south side of Northwest Boulevard, north of County Road 52, east of County Road 73, and west of Interstate Highway 69 and Farm-to- Market Road 1889. Legal Description: 68.79 Acres Out of the McIntyre Partition Acreage of Subject Property: 68.8 acres. Refer to Attachment (A) Metes and Bounds. Zoning Request From: "FR" Farm Rural District To: "RS-6" Single-Family District Purpose of Request: To allow a medium-density residential subdivision. Land Development & Surrounding Land Uses Zoning District Existing Land Use Future Land Use "FR" Mixed Use, Site Farm Rural Agricultural Medium-Density Residential, Low-Density Residential "OCL" Estate Residential, Transportation (Northwest North Outside City Limits Commercial Boulevard), Outside City Limits "OCL" South Outside City Limits Agricultural Outside City Limits "CG-2" General Commercial, "RM-1" Vacant, Mixed-Use, Multifamily, Agricultural, East "RS-6" Estate Residential, Medium-Density Residential, Single-Family, Low-Density Residential Planned Development "OCL" Outside City Limits "FR" Farm Rural, "OCL„ Residential Estate, Mixed-Use, West Agricultural, Medium-Density Residential, Outside City Limits, Commercial Low-Density Residential "CG-2" General Commercial Plat Status: The subject property is not platted. Master Preliminary and Preliminary plats have been submitted for review to Development Services. Military Compatibility Area Overlay District (MCAOD, Effective August 22, 2022): The subject property is not within a MCAOD District. Code Violations: None Roadway Master Plan Designation Section Proposed Section Existing Northwest "AY Primary Arterial 70-Foot ROW 70-Foot ROW Boulevard Divided 4 Lanes, 4 Lanes, Center Turn Lane Center Turn Lane Designation Section Proposed Section Existing Carousal Lane 60-Foot ROW (Proposed) "Cl" Minor Residential 2 Lanes, NA Collector No Median/Center Turn Lane River Trails Designation Section Proposed Section Existing Drive 60-Foot ROW (Proposed) "Cl" Minor Residential 2 Lanes, NA Collector No Median/Center Turn Lane Exxon Plant Designation Section Proposed Section Existing Road / Amanda 60-Foot ROW Lane "A2" Secondary Arterial 2 Lanes, (Proposed) Divided No Median/Center NA Turn Lane Transit: The Corpus Christi RTA does not provide service to the subject property. Bicycle Mobility Plan: The subject property is approximately one mile west from the nearest 1- Way Cycle Track (Both Sides), along Northwest Boulevard. Utilities Gas: An 8-inch (WS) grid main exists along the north side of Northwest Boulevard. Stormwater: No infrastructure exists. Wastewater: No infrastructure exists. Water: No infrastructure exists. Corpus Christi Comprehensive Plan Plan CC: Provides a vision, goals, and strategies, to guide, regulate, and manage future development and redevelopment within the corporate limits and extraterritorial jurisdiction (ETJ) was adopted in 2016. ADP (Area Development Plan): According to Plan CC the subject property is located within the Northwest ADP (Adopted on January 9, 2001). Water Master Plan: No improvements have been proposed. Wastewater Master Plan: Improvements have been proposed; which, include a gravity main and lift station. Stormwater Master Plan: No improvements have been proposed. Roadway Master Plan: Improvements have been proposed, which, include widening of Northwest Boulevard and construction of proposed rights-of-way. Public Notification Number of Notices Mailed 25 within a 200-foot notification area 2 outside 200-foot notification area In Opposition 0 inside the notification area 0 outside the notification area 0 % in opposition within the 200-foot notification area (0 individual property owner) Public Hearing Schedule Planning Commission Hearing Date: October 1 , 2025 Tentative City Council 1st Reading/Public Hearing Date: November 11, 2025 Tentative City Council 2►,d Reading Date: November 18, 2025 Background: The subject property is a 68.8-acre tract, out of the Northwest area of the city, located along the south side of Northwest Boulevard, an "A3"class arterial road, and south of the city limit line. The surrounding properties are mostly vacant, with the east zoned "CG-2" General Commercial, "RM- 1" Multifamily, "RS-6" Single-Family 6, and "OCL" Outside City Limits. The medium-density residential subdivision to the east of the parcel is within the "RS-6" zoning district. The properties to the south are outside city limits, and the properties to the west are zoned "FR" Farm Rural District, with residential estate and agricultural uses, and portion vacant. The applicant is requesting a change of zoning from the "FR" Farm Rural District to the "RS-6" Single- Family 6 District to accommodate a medium-density residential subdivision with approximately 226 lots with some amenities. The "RS-6" Single-Family 6 District allows for single-family detached houses and group homes. A limited number of public and civic uses are allowed, subject to the restrictions necessary to preserve and protect the single-family character of the neighborhood. Plan CC (City of Corpus Christi Comprehensive Plan) Consistency: The proposed rezoning is consistent with Elements, Goals and Strategies for Decision Makers: o Corpus Christi development patterns support efficient and cost-effective use of resources and a high quality of life. ■ Encourage orderly growth of new residential, commercial, and industrial areas. ■ 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. Northwest ADP (Area Development Plan) and FLUM (Future Land Use Map) Consistency: The proposed rezoning is consistent with the Northwest ADP; however, is inconsistent with the future land use designations of mixed-use along Northwest Boulevard, and Low-Density Residential at the south half of the tract. The future land use designation is Medium-Density Residential in-between. Staff Analysis: Staff reviewed the subject property's background information and the applicant's purpose for the rezoning request and conducted research into the property's land development history to include platting, zoning, existing surrounding land uses, and potential code violations. Staff compared the proposed zoning's consistency with the applicable elements of the comprehensive plan. As a result of the above analysis, staff notes the following: • The proposed rezoning is generally consistent with elements and goals of the City of Corpus Christi comprehensive plan (Plan CC); however, it is inconsistent with the future land use designation of mixed-use along Northwest Boulevard (at a depth of approximately 600 feet), and low-density residential at the south half of the tract (at a depth of 2,250 feet). The overall tract depth is approximately 4,600 feet. • The requested amendment, if approved, would be compatible with the present zoning and conforming uses of nearby property and to the character of the surrounding neighborhood. • The property is suitable for the uses permitted by the zoning district that would be applied by the proposed amendment if approved. Planning Commission and Staff Recommendation (October 1, 2025): After evaluation of case materials provided and subsequent staff analysis including land development, surrounding uses and zoning, transportation and circulation, utilities, Comprehensive Plan consistency, and considering public input, Planning Commission and Staff Recommend approval of the change of zoning from the "FR" Farm Rural District to the "RS-6" Single-Family 6 District. Attachments: (A) Metes & Bounds Description and Exhibit. (B) Existing Zoning and Notice Area Map. (C) Tentative Subdivision Layout and Phasing Plans (A) Metes & Bounds Description with Exhibit MURRAY Sass,JR.,P.E.,R.P.L.S. 3054 S.AIAMIfDA,fiP78404 Nixon M.Waisx,P.E.,R.P.L.S. 361-882-5521--FAx 361-882-1265 --,.bass-welsKek)m e-mail:murraVjr(a%aol.com c-mail:nixmwt(dgmail.com BASS&WELSH ENGINEERING TX Registration No.F-52 Survey Registration No.100027-00 P.O.Box 6397 Corpus Christi,TX 78466-6397 April 24,2025 Field Note Description Being a tract situated in Corpus Christi,Nueces County,Texas,being generally described as that tract as described in the deed to Katherine Lontos,at all in the Deed recorded on the Clerk's File Number 2005011825,Deed Records,Nueces County,Texas,save and except that 30 foot wide strip deeded to the State of Texas for additional right-of-way for Farm to Market Road 624; BEGINNING at a 5/8 inch iron rod found for the northeast corner of the 0.39 acre tract described in the deed recorded in Clerk's File Number 2012028051,Deed Records,Nueces County,Texas; THENCE S84°5322"E along the south right-of-way line of Farm to Market Road 624,a distance of 623.87 feet to a 518 inch iron rod found for the northeast corner of this tract said point being the northwest corner of a 2.48 acre tract out of the Mostaghasi Investment Trust,Document Number 2019002135,Deed Records,Nueces County,Texas; THENCE S08°46'57W at 274.56 feet pass the southwest corner of the 2.48 acre tract,at 1447.01 feet pass the northwest corner of The Lakes Northwest Unit 2,as shown on the map thereof recorded in Volume 70,at Pages 3 through 5 of the Map Records of Nueces County,Texas,at 2312.88 feet pass a 5/8 inch iron rod found for the southwest corner of the heretofore referenced The Lakes Northwest Unit 2 Subdivision,and the northwest corner of Rio Lado Acres Unit 2,as shown on the map thereof,recorded in Volume 44 at pages 190 through 191,of the Map Records of Nueces County,Texas,at 3561.92 feet pass a 3/4 inch iron rod found for the southwest corner of Rio Lado Acres Unit 2 and the northwest corner of Stonegate Block 3,as shown on the map thereof,recorded in Volume 68 at Pages 540 through 543,Map Records,Nueces County,Texas, and in all a distance of 4157.97 feet to a 5/8 inch iron rod set for the southeast corner of this tract said point being a corner of a 150.09 acre tract in the name of Randall R.Harwell and wife Stephanie,described in the Deed recorded in Clerk's File Number 2015051648,of the Deed Records,Nueces County,Texas,for the southeast corner of this tract; THENCE N80°34'56"W a distance of 738.86 feet to a 5/8 inch iron rod set for an interior corner of the heretofore referenced 159.09 acre tract and the southwest corner of this tract; THENCE N09°00'42"E,at a distance of 2216.77 feet pass a 1 inch iron pipe found for the southeast corner of the 7.458 acre tract out of the north portion of the 472.63 acre tract of the Shawnna Bass ct al Tract and in all a distance of 3933.22 feet to a 5/8 inch iron rod found for the southwest corner Page 1 of 2 of the heretofore referenced 0.39 acres out of the McIntyre Partition and the southerly northwest corner of this tract; THENCE S84°59'45"E a distance of 99.74 feet to a 5/8 inch iron rod found for the southeast corner of the 0.39 acre tract and an interior corner of this tract; THENCE N09°06'10"E a distance of 170.06 feet to the POINT OF BEGINNING forming a tract embracing 68.89 acres(3,000,775 square feet). •MURRAY BASS,JR •�:A'2 l28 •�� y�Q�icFSs�p?G'tQ M ray Bass, r.,R.P.L.S. S11 V Note:Basis of bearing:State of Texas,Lambert Grid,South Zone,NAD 1983. MBJ:emg 25008-Rh odesDevelopment-FM24atCal all en-M&B Page 2 of 2 e—,01-25-25 1 11 111 11 1-1 1-1 1,, —1 MEN.,F, gp.AR-'s-p—g-i- ,e——I M ffi RIM M se o9 So a-5 Q. z 4,09 0 1p -,qoAjg-iw -on puj— M k—.4 U hNit;ION E.-i -I 5 00h,- l-" g".MP k8a An--V G 2—� wG -W N n =a.s"s�E`go. W; N."I > m m > 0 m cn z w Z z m I 0 'a Z q, 6 migi 14 LI .. .. 26opo .sn 51 $ -,'- R 0 M NA i g J iN 33 A t 8 z 5, 6 cn PIE 3 m 0 m 1AN z 51 > 8z BASS WELSH ENQENF��RNQ LAND TITLE SURVEY 11 1 11 III NO. M= 68.788 ACRES OUT OF THE MCINTYRE PARTITION PjEO��BOXNV 7 7-6-97 =L Ho E ENGINEERING FIRM R—ON NO. 53 CORPUS CHRISTI,NUECES COUNTY,TEXAS OR AIS (B) Existing Zoning and Notice Area Map RM-3 m RTIIW€ TBL1/D CG`-2 r® 2 24 a 22 0 C'G-2 CG-2 , 21 RM- 9 23 RS-4. 5 !L SUBJECT R S— 6 PROPERTY 4 5 2 F R 1314T+ib �k 1 �gTHN 91{aZ.� q ,� 25 gJ — ANA-R LAJ< 7 b' W BARBER L!V i w 'H D A LIB ommommom� CASE: ZN8655 Zoning and notice Area RM-1 Multifamily IL Lightlndastrial RM-2 Multifamily2 IH Heavy industrial RM-3 Multifamily3 PUD Planned Unit Oev.Overlay ON Professional Office RS-10 Single-Family 10 RM-AT Multifamily AT RSA Single-Family 6 CN-1 Neighborhood Commercial RS-4.5 Single-Family 4.5 CN-2 Neighborhood Commercial RS-TF Two-Family CR-1 Resort Commercial RS-16 Single-Family 15 CR-2 Resort Commercial RE Residential Estate CG-1 General Commercial RS-TH Tcvmhouse CG-2 General Commercial SP Special Permit Cl Intensive Commercial RV Recreational Vehicle Park CRU oovnxown Commercial RMH Manufact..d Home R-3 C Resort Commercial -- FR Farm Rural H Historic Overlay SUBJECT 1 aP egerneae Park PROPERTY s�Dieu'tPropalty O awne,� = c u'A1200'Darter favor 4 0.,a m:nr z o r reeo ow„e C itv of E5ri,HERE LOCATION MAP enacnetl ownersnlp ranre Xao,n�.. Coepus ChritilI (C) Tentative Subdivision Layout and Phasing Plans Phase 1 _ Lots:59 pia I+ - I000 Let YIppWM:NwIP1YMiMN Y Phase 2 wn onw« Lots:52 � f : M i Phase 3 f Lots:61 Pad:xpw u rr Phase 4 i Lots:54 �----- - Riverstone Trails Total Area of Site 69.21 acres Number of Lots 226{9,790 sf average) Move Up Lots 147{8,720 sf average) 211 Move Up Lots 79(11,780 sf average) Eck Harriso Site DesignIMRHOOES t� .5ld70 Go�Qus Cy,�s p �_ -a wMA �, y�• �—� � -y�:�1ET.°,sr'7� - 1852 "y y ZONING CASE ZN8855 William Mays _ CITY COUNCIL, NOVEMBER WILLIAM MAYS DISTRICT 1 SUBJECT PROPERTY 'c� SUBJEd ��`✓ ;: f'il�i�l Exi.HERE p [Ni4kil LDCAT70N MAP Rezoning a property at or near 15349 Northwest Boulevard ' From the "FR" Farm Rural District To the "RS-6" Single-Family 6 District CITY OF 111111111 It. Ini I u ! CORPUS CHRISTI I EM I is�. �.7�.t.. e..... ......,. Zoning and Land Use N ti`vf Proposed Use: Designated Future Land Use: G 2 03-22-1983 To allow a medium-density residential Mixed Use, Medium- and Low-Density 10-11-1sss CG subdivision Residential 2 o3-zs-2o18 Area Development Plan: Existing Zoning District: R M.1 10-26-2015 Rs-,.s Northwest, Adopted on January 9, 2001 "FR" Farm Rural District 12-13-2004 1L suerecr ExistingLand U Zoning District PROPERTY an Use on 9 3s`��� Estate Residential, FR FwmENSA North Commercial "OCL" Outside City Limits 12-13-2004 South Agricultural "OCL" Outside City Limits j "RS-6" w Vacant, Agricultural, Estate Single-Family, "RS-4.5" Single-Family, �" Ealh East Residential, Low-Density "RM-1" Multifamily, "OCL" Outside City Residential Limits rye', West Estate Residential, "FR" Farm Rural, "OCL" Outside City Agricultural, Commercial Limits, "CG-2" General Commercial CITY OF Lo CORPUS E CHRISTI i 9■ .I t• Public Notification RY_ N p 22 a 25 Notices mailed inside the 200' buffer " RM-f 2 Notices mailed outside the 200' buffer Rs-4.s �c Rs.e X Opposed: 0 (0.00%) � Notification Area sUWECT � Ga4�• FR F.AThF.:;yJ of Separate Opposed Owners: (0) In Favor: 0 (0.00%) *Notified property owner's land in SQF/Total SQF of all properties in the notification area = Percentage of public in opposition and/or favor. � \ CITY OF FM"111% CORPUS L ... .... VO i CHRISTI Analysis & Recommendation • The proposed rezoning is generally consistent with elements and goals of the City of Corpus Christi comprehensive plan (Plan CC); however, it is inconsistent with the future land use designation of mixed-use along Northwest Boulevard at the north half of the tract. • The requested amendment, if approved, would be compatible with the present zoning and conforming uses of nearby property and to the character of the surrounding neighborhood. • The property is suitable for the uses permitted by the zoning district that would be applied by the proposed amendment if approved. PLANNING COMMISSION AND STAFF RECOMMEND APPROVAL TO THE "RS-6" SINGLE-FAMILY 6 DISTRICT t I CITY OF CORPUS CHRISTI :I I t m : T Proposed Site Plan /+ Phase Phase3 1 N Lots:So Lois:61 R 7 J Phase 4 1 Lats:54 Phesa2 Lots:52 1. '�--- w -- Riverstone Trails 7{ Area of Ste a921 acres Number of Lets 226(9,790 sf average) Move Up lots SOJ(B,J20 sf everege) 2n°Move Up Lots 79(11,780 sf average) T \�, R RHOOES � Studio L CITY OF IL CORPUS r 4 , • i .. C H RIS TI GO�Qus Cy'Pi s� a O _ J �N�bNPORPh� 7852 Thank you ! 1 ■ se GO � O� A v AGENDA MEMORANDUM Public Hearing and First Reading Ordinance for the 11/11/2025 /NOHPR PZ E 1852 Second Reading Ordinance for 11/18/2025 DATE: November 11 , 2025 TO: Peter Zanoni, City Manager FROM: Michael Dice, Director Development Services MichaelD3(a)cctexas.com (361) 826-3596 Water Arterial Transmission & Grid Main Line Construction and Reimbursement Agreement with MPM Development, LP for water improvements for King's Landing Unit 11 CAPTION: Ordinance authorizing a Water Arterial Transmission & Grid Main Construction and Reimbursement Agreement up to $394,296.00 with MPM Development, LP to construct a water arterial transmission & grid main related to King's Landing Unit 11 subdivision located north of the Lady Alexa Dr. and Lady Claudia St. intersection; and authorizing future transfer and appropriation of Water and Wastewater Trust Fund revenue up to $394,296.00 to reimburse the developer in accordance with the agreement. (District 3). SUMMARY: MPM Development is developing 38.07 acres of single-family residential homes with approximately 155 lots to be built and is requesting funds to construct the water distribution line improvements associated with the development. The estimated one-time reimbursable cost of the improvements is $394,296.00. BACKGROUND AND FINDINGS: The Developer, has requested reimbursement through a reimbursement agreement for the 38.07 acres subdivision named King's Landing Unit 11 subdivision located north of Lady Claudia Street and west of London Pirate Road. The plat was approved by the Planning Commission on July 23, 2025. The water improvements consist of 2,074 linear feet of 12" PVC pipe. The allowable reimbursement amount is $394,296.00. The term of the agreement is 24 months. The project is consistent with the City's Water Arterial Transmission and Grid Main Construction Standards. The project is eligible for reimbursement from the Water Arterial and Grid Main Line Trust Fund per UDC Section 8.5.2.E. ALTERNATIVES: This project will improve and facilitate development of the new King's Landing Unit 11 subdivision development. An alternative to utilizing trust funds to construct the water arterial transmission & grid main line improvements would be to construct them with a city-initiated CIP project. This option would most likely delay the construction until the required funding for the improvements could be programmed into the CIP budget and would most likely impact the developer's ability to build out his planned subdivision in a timely manner. FINANCIAL IMPACT: The total estimated project cost for the water improvements is $394,296.00. Agreement requires authorizing appropriation and transferring of future revenue from Water and Wastewater lot and acreage fees and additional fee from Water and Wastewater Utilities fund as presented by the City Manager for the FY2026 budget up to $394,296.00 to reimburse the developer in accordance with the agreement. CCW Transferred $9,190,356.00 into the FY25 Trust Fund Budget to address the ongoing deficit Trust Fund balance. Since then, there have been 5 additional agreements with an additional commitment of$1,156,176.48 to be paid out of the Trust Fund, thereby bringing the balance, as of August 31, 2025 to -$826,979.66. If King's Landing Unit 11 is approved, the new Trust Fund balance will be -$1 ,221 ,275.66. FUNDING DETAIL: Fund: 4030 Water Arterial Transmission & Grid Main Trust Fund Organization/Activity: 21805 Water Arterial Transmission and Grid Main Trust Mission Element: 777 Project # (CIP Only): N/A Account: 540450 Reimbursement to Developers Fund: 4030 Water Distribution Main Trust Fund Organization/Activity: 21806 Water Distribution Main Trust Mission Element: 777 Project # (CIP Only): N/A Account: 540450 Reimbursement to Developers Fund: 4220 Sewer Trunk System Trust Fund Organization/Activity: 21800 Sewer Trunk System Trust Mission Element: 777 Project # (CIP Only): N/A Account: 540450 Reimbursement to Developers Fund: 4220 Sewer Trunk System Trust Fund Organization/Activity: 21801 Sewer Collection Line Trust Mission Element: 777 Project # (CIP Only): N/A Account: 540450 Reimbursement to Developers RECOMMENDATION: Staff recommends approval. The project is in accordance with UDC Section 8.5.2.E. LIST OF SUPPORTING DOCUMENTS: Ordinance (with exhibit) Presentation Certification of Funds Location Map Ordinance authorizing a Water Arterial Transmission & Grid Main Construction and Reimbursement Agreement up to $394,296.00 with MPM Development, LP to construct a water arterial transmission & grid main related to King's Landing Unit 11 subdivision located north of the Lady Alexa Dr. and Lady Claudia St. intersection; and authorizing future transfer and appropriation of Water and Wastewater Trust Fund revenue up to $394,296.00 to reimburse the developer in accordance with the agreement. (District 3). WHEREAS, the Developer/Owner, in compliance with the City's Unified Development Code ("UDC"), has a plat, approved by the Planning Commission on July 23, 2025, to develop a tract of land, approximately 38.07 acres known as King's Landing Unit 11 Subdivision; WHEREAS, under the UDC, the Developer/Owner is responsible for construction of the Water Arterial Transmission & Grid Main ("Water Improvements"); WHEREAS, under the UDC, the Developer/Owner is eligible for reimbursement of the Developer/Owner's costs for the construction of Water Improvements; WHEREAS, it is in the best interests of the City to have the Water Improvements be constructed to its ultimate capacity under the City's applicable Master Plan; and WHEREAS, the City's participation as Trustee does not create a loan of its credit because Texas Constitution Article 1.1, 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; WHEREAS, execution of the 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 that any judgement will only be satisfied out of the assets of the trust and not out of the City's assets and the City is excluded from personal liability; WHEREAS, the Water Arterial Transmission & Grid Main Trust Fund does not currently have sufficient funds to fully reimburse Developer/Owner for Water Improvements under the Agreement; WHEREAS, a construction and reimbursement agreement must be approved by the City Council before the developer starts construction. Reimbursement only shall be made when monies are available in and appropriated from the Water Arterial Transmission & Grid Main Trust Fund. The order of the reimbursement will be determined according to the date construction and reimbursement agreement is approved by the City Council; WHEREAS, the order of the reimbursement will be determined according to the date the construction and reimbursement agreement is approved by the City Council; and WHEREAS, If the developer is owed funds from the Water Arterial Transmission & Grid Main Trust Fund reimbursement shall be made as funds are deposited into the trust fund from other development and/or, the developer will be given credit for lot or acreage fees that are due on subsequent final plats filed with the County Clerk per UDC 8.5.3.E. 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 Water Arterial Transmission & Grid Main Construction and Reimbursement Agreement ("Agreement"), attached hereto, with MPM Development, LP ("Developer"), for the installation of a 12-inch water line, including all related appurtenances, for the development of King's Landing Subdivision, Corpus Christi, Nueces County, Texas. SECTION 2. In the event of a project delay, the City Manager or designee is authorized to execute an extension of the agreement for a period not to exceed a period of 12 months. SECTION 3. Funding in the amount of $394,296.00 is appropriated from No. 4030-21805- 777 Water Arterial Transmission & Grid Main Trust fund to reimburse the Developer for the construction of a water arterial transmission & grid main line, and improvements in accordance with the Agreement. SECTION 4. The future revenue of the Water Distribution Main Trust Fund, Wastewater Trunk System Trust Fund and Wastewater Collection Line Trust Fund are transferred by way of water and wastewater lot and acreage fees and pro-rata fees to the No.4030-21805-777 Water Arterial Transmission & Grid Main Trust Fund until $394,296.00 is appropriated in accordance with Section 3 of this ordinance. SECTION 5. The City Manager or designee is authorized to appropriate $394,296.00 from the No.4030-21805-777 Water Arterial Transmission & Grid Main Trust Fund as funds become available to reimburse the Developer for the water transmission line construction and improvements in accordance with the Agreement. SECTION 6. This ordinance takes effect upon passage. Introduced and voted on the day of , 2025. PASSED and APPROVED on the day of , 2025. ATTEST: Paulette Guajardo, Mayor Rebecca Huerta, City Secretary WATER ARTERIAL TRANSMISSION AND GRID MAIN CONSTRUCTION AND REIMBURSEMENT AGREEMENT 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 July 23, 2025 to develop a tract of land, to wit: approximately 38.07 acres known as King's Landing Unit 11 subdivision located north of Lady Alexa Dr and Lady Claudia Street. 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 ("Water Improvements"); WHEREAS, under the UDC, the Developer/Owner is eligible for reimbursement of the Developer/Owner's costs for the construction of Water Improvements; WHEREAS, it is in the best interests of the City to have the Water Improvements 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; and WHEREAS, Developer/Owner has submitted an application for reimbursement of the costs of extending Water Improvements as shown in Exhibit 2, the content of such exhibit being incorporated by reference into this Agreement. WHEREAS, the Water Arterial Transmission and Grid Main Trust Fund does not currently have sufficient funds to fully reimburse Developer/Owner for Water Improvements; and WHEREAS, Developer/Owner may be paid when assets of the Water Arterial Transmission and Grid Main Trust Fund are sufficient, authorized for such purpose, and Developer/Owner has priority per UDC §8.5.1. C. 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. a. 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 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 1 of 12 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. b. The Water Arterial Transmission and Grid Main Trust Fund was established by Ordinance No. 17092 to encouraging the orderly development of subdivisions within and surrounding the City of Corpus Christi, Texas and continues pursuant Texas Local Government Code §395.001(4)(C). The revenue generated for funding and continuation of the Water Arterial Transmission and Grid Main Trust Fund is subject to legislation of the State of Texas and the City of Corpus Christi. Nothing in this agreement guarantees neither the continuation nor future revenues of the Water Arterial Transmission and Grid Main Trust Fund. The City is not liable for modification or termination of the Water Arterial Transmission and Grid Main Trust Fund. The Developer/Owner agrees that any modification or termination of the Water Arterial Transmission and Grid Main Trust Fund is a legislative action and does not constitute a breach of trust, an act of bad faith, an intentional or reckless indifference to the interest of a beneficiary, or a profit derived by the trustee from a breach of trust. 2. 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 Water Improvements, as shown in the attached Exhibit 3, the content of such exhibit being incorporated by reference into this Agreement, with the following minimum requirements: BASS WELSH ENGINEERING 3054 S. Alameda St. TX Registration No. F-52 Survey Registration No. 100027-00 P.O. Box 6397 Corpus Christi, TX 78466-6397 9/12/2025 Kings Landing Unit 11 - Cost WATER ITEMS ITEM DESCRIPTION QUANTITY UNIT COST TOTAL 1 12" PVC PIPE 2074 EA $120.00 $248,880.00 2 12" CAP TAPPED FOR 2" 1 EA $2,750.00 $2,750.00 3 12" CROSS 2 EA $3,750.00 $7,500.00 4 12" GATE VALVE WITH BOX 4 LF $5,550.00 $22,200.00 5 12" TEE 6 EA $2,250.00 $13,500.00 6 12" REDUCER 3 EA $2,750.00 $8,250.00 7 FIRE HYDRANTS 3 EA $8,500.00 $25,500.00 SUBTOTAL $328,580.00 ENGINEERING, SURVEYING, & TESTING 11% $36,143.80 CONTINGENCY 7% $23,000.60 BOND (2%) $6,571.60 TOTAL $394,296.00 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. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 2 of 12 d. Before the Developer/Owner starts construction the plans and specifications must be approved by the City's Development Services Engineer. 3. REIMBURSEMENT a. The cost for the Water Improvement is $394,296.00 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 Water Improvements up to an amount not to exceed $394,296.00 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 per the UDC, this agreement, 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 on 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. e. 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. f. 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. 4. PAYMENTS, CREDITS AND DEFERRED REIMBURSEMENT. a. All payments, credits, priority of reimbursement, and deferred reimbursement shall be made in accordance with UDC §8.5. Developer/Owner understands and agrees Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 3 of 12 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 Developer/Owner has priority per UDC §8.5.1. Pursuant UDC §8.5.1. C., priority is determined according to the date the reimbursement agreement is approved by the City Council. b. Payments will not be paid when funds are not available in the Water Arterial Transmission and Grid Main Trust Fund. Payments may be made when monies are available in and appropriated from the Water Arterial Transmission and Grid Main Trust Fund and the Developer/Owner has priority in accordance with UDC §8.5.1. C. 5. DEVELOPER/OWNER TO COMPLETE IMPROVEMENTS Developer/Owner shall award a contract and complete the Water Improvements, under the approved plans and specifications within 24 months from the date of City Council approval of this agreement. 6. 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, LP P.O. 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. O. Box 9277 Corpus Christi, Texas 78469-9277 with a copy to: City of Corpus Christi Attn: Assistant City Manager, Business Support Services 1201 Leopard Street 78401 P. O. Box 9277 Corpus Christi, Texas 78469-9277 b. Notice may 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. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 4 of 12 7. REQUIRED CONSTRUCTION Developer/Owner shall construct the Water Improvements 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. 8. SITE IMPROVEMENTS Prior to the start of construction of the Water Improvements, Developer/Owner shall acquire and dedicate to the City the required additional utility easements "Easements", if necessary for the completion of the Water Improvements. 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. 9. PLATTING FEES Developer/Owner shall pay to the City the required acreage fees and pro-rats fees as required by the UDC. 10. TIME IS OF THE ESSENCE. Time is of the essence in the performance of this contract. 11. 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. 12. 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 Water Improvements under the approved plans and specifications. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 5 of 12 e. Developer/Owner's contractor fails to complete construction of the Water Improvements, under the approved plans and specifications as provided in section 4 of this agreement. f. Either the City or Developer/Owner otherwise fails to comply with its duties or obligations under this Agreement. 13. 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. 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 6, 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; 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. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 6 of 12 14. 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 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. 15. THIRD-PARTY BENEFICIARY Developer/Owner's contracts with the professional engineer for the preparation of the plans and specifications for the construction of the Water Improvements contracts for testing services, and with the contractor for the construction of the Water Improvements must provide that the City is a third-party beneficiary of each contract. 16. 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. 17. DEDICATION OF WATER IMPROVEMENTS. Upon completion of the construction, dedication of Water Improvements will be subject to City inspection and approval 18. WARRANTY Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 7 of 12 Developer/Owner shall fully warranty the workmanship of and function of the Water Improvements 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. 19. 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, 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: Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 8 of 12 (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. 20. 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. 21. 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 5. 22. 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 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 9 of 12 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 form 1 295.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. 23. 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/government/city- secretary/conflict-disclosure/index 24. 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. 25. EFFECTIVE DATE 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. Remainder of page intentionally left blank; signature page to follow. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 10 of 12 EXECUTED IN ONE ORIGINAL this day of , 20_ ATTEST: CITY OF CORPUS CHRISTI Rebecca Huerta Michael Dice City Secretary Director of Development Services APPROVED AS TO LEGAL FORM: Buck Brice (Date) Deputy City Attorney For City Attorney Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form 1313 9.8.22 Page 11 of 12 DEVELOPER/OWNER: MPM Development, LP P.O. Box 331308 Corpus Christi, Texas 78463 By: Moses Mostaghasi General Partner STATE OF TEXAS § COUNTY OF § This instrument was acknowledged before me on , 20_7 by Moses Mostaghasi, General Partner of MPM Development, on behalf of said company. Notary Public's Signature Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 12 of 12 EXHIBIT 1 0S0 CREEK PLAT OF STATE OF TEXAS KING'S LANDING UNIT 11 aA p COUNTY of NUEGES $ A D72 ACRE TRACT OF LAND,MORE OR LESS,A PORTION OF A 293.041 D 500' 1000' 20D0' ACRE OBRACT➢,CDOCN NO.129051482226,0.R. AND A PORTION OF A 130U.570 ACRE L CERTIFY THAT NG ARE,SURIECF TO A LEN HAND OR O 20 R S SCALE.1•-1000 4 EMBMRMFBDW HI THE uTHEE TADDI SAID LANDS SURVEYED AND SUUBUIVI�EOR FORT OF NAMED CU S19 AND SURVEY E ABSTRACTN 9DW"'r"A,"B�EETLCN'T�ME"ASH 'A"E°EE "�R °`°RE CORPUSDRCYHRISTI, NUECESPANCOUNTY, TEXAS N IF NOT PREVIOUSLY OE CATER.PRE HEREBY DEDICATED TO THE PUUOG USE FOREVER x N TX U THAT THIS PUT WAS MADE FOR THE PURPOSES OF DESCRP_AND DEUCATION, S I TE" DF BASS & WELSH ENGINEERING 0MP�o°rdA'T°s„;9'S �= R26 p N TX SURVEY REG. NO 100027-00,TX ENGINEERING 05 NO.�24➢Oa L HaEc JscALE I•-6a a➢vx REG. NO. F-52, 3054 S.ALAMEDA STREET, E 9 - M BR. MOSSA MaSTACH GENERAL PARTNER CORPUS CHRISTI,TEXAS 78404 SHEET 1 OF D Y You IT. AFcO C ➢ STAY $ ,ACNE n�A'CO RAi ER LAw,s ST. COUNTY IF1NUECES g IRIcO IRIc�oYEry IT THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MOSSA MOSTAGHASI,GENERAL CHLOE AY T TAPAITHIDN IT PANMER OF MPM DEVELOPMENT,TE a NAT ILI THIS THE DAT 20 GRIDOWITIMI STATE OF TEXAS IOTARY PUBLIC IN AND FOR THE STAR' L r XNIA IA JET CLAUDIA IT IAITTYl LN $ STATE OF TEXAS g COUNTY 0 NUEGES ® STATE OF TEXAS 9�NN ~ ON M.WELSH.REGISTERED P OFESSIGNAL IAND SURVEYOR OF GAGS& GIN ERUINAUGE HEREBY CERTIFY THAT THE FOREGOING PREPARED FROM AH COUNTY OF NUEGES $ SURV THE GROUND UNDER MY DIRECTION. THE FINAL PT BY THE THIS THE DAY OF SUS DEPARTMENT OF DEVELOPMENT SERVICES OF TTHHEEPCITY OI CORE. ORE IF THE HEREIN IEMCRIIEC PERTY WAS AIPRSCHURI"II TEXAS 43� � Ea a0' NIXON M. WELSH,RPLS N0. 2211 DEVELOPMENT SERVICES ENGINEER u DATE LOCATION MAP STATE OF TEXAS $ GOT-OF NIECES 4 HE FINAL PUT OF THE HEREIN DEscRIBED PROPERTY WAS PPPRDVED IN BEHALF OF LEGEND: THE cnv of cGRPus cHRISTI,TEXAS,BY THE IANN NO CAMMISSION. DE E STATE Of TEXAS $ THIS THE DAY OF 2G� DRANAG EASEMENT COUNTY OF NUEGES DEED REDO S,"I El CO.,T% WE. (NAME).HEREBY CERTIFY THAT WE ARE THE HOLDERS OF M.R. MAP RECORDS.NUEGES CO..TX A LIEN ON THE UNO EIVISIONEnNOI OEOICATiOGOFOR THE PURPOSES THE TO EDDCxDSIOERATIONSHIT MICHAEL FORK MICHAIT DICE °.R. OFFICIAL RECORDS,NUEGES CO.,Tx APR TI IREI FXPRElES HE unuTY EA EMCNT BY. TmE. 1. SET 5/8'IRONHERE POSSIBLE AT ALL LOT CORNERS;WHERE NOT POSSI'LEi 5/BWIR MARKS AT LOT STATE TEXAS $ �IBNGI EERNIR US SET CONTAIN PIASTIC CAPS LABELED GOUNry OF MO.. $ STATE OF TEXAS $ BASS SAND WELSH E N LNG.°SR05ET LS CHISEL COUNTY OF NUEGES $ 2. THE RECEMNG.WATER FOR THE STO HIS RM W�5 RUNOFF FROM THIS PROPERTY IS THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY (NAME), CREEK EEK BUHE TIEDRECOGNIT CLASS HE IC LIFE USE FOR ,XARA SANG$,CLERK OF THE COUNTY COURT TN AND FOR SAID COUNTY, ExW050 MBgENrALTY SENSITIVE (TITLE).OF THE B. CREEK FL E TcfQ R� E AQUATIC LIFEWUSE RFOR THE INTO THE AS EXC n TA`A`LL'AND THIS THE DAY OF 20� W HEREBY CERTIFY THAT lHE FOREGOING INSTRUMENT DATED THE "DO�ERIEWATERS'AND CATEGORIZED THE RECEIVING WATER AS ECGN T DAY OF 20 WITH ITS CERTIFICATE OF RECREATION•USE. AUTHENTICATION,was FILED FOR RECORD IN MY OFFICE THE DAY 3, RHHEE BASS OF BEARINGS IS THE STATE OF TEXAS LAMBERT GRID,SOUTH ZONE. 1983 NOT1THE SiaiEBOF TEXASAAC FOR OF 21_AT O'CLOCK .M., SUBJECT SITE IS IN FE FEMA ZONE% AND DULY RECORDED THE DAY OF 2C AT ° OTHER NFLOOD AREAS AS SHOWN,MAP NOO 4E355CO505GR(10/13/2D22). O'CLOCK_M.IN THE MAP RECORDS OF SAID COUNTY IN ME RE COFNOIN2 ➢A 0 TNVDLDM PAGE�N$TRGMENT NUMBER ORTTON OF A T30,5 RA O MY ONE AND SEA OF THE COUNTY COURT IN D FOR SAID COUNTY AT )gD N SURVEYRE3TRAOF RETNGAATPORTICIN OF SUR PNEO ABSTRACT OFFlCE"N CORPUS RISTI, CES COUNTY.TEXAS, DAY AND YEAR A 9,ABSTRACT 52 UST WRITTEN. SRR[GATI0N2C0MPANY,NUEGES CO.,TX. E TOW SLATTED AREA CONTAINS DUS072 ACRES OF LAND INCLUDING STREET BY DEPUTY KARA S MIG,CLERK EDICKTON NUEL 5 co Ntt B THE YARD REQUIREMENT,AS DEPICTED Is A REQUIREMENT OF THE UNIFIED .TEXAS DEVELOPMENT CODE AND IS SUBJECT TO CHANGE AS THE ZONING MAY CHANGE. 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I w —_ , — ---- R5'rU _ p P�v im 94 6POP. 6PPa __ __ __— — °98 Aa•2R'E 9R>�93' _— —_ —_— __ 60= —_— 2P WW —]53�O°°1�3 °� 11.63 I I�^ [H=]]..41 6 4 < Zoo., 60 PU 6a�P0 6P,Oo 6P OP 5'EE 60,PP 6P,PP 6Pm 6P.Po 'u 29'YR to nm I ©R= C u ^$ n I17�9 = ]E N m6 LL H " ml [H=i6 ae VP rI - Ll __ — 6 WII^ ---- —P_utl' =0g— ' 6P P e 1.Po —6P �a Vie•-a —— —————— _PP' —— _ z s n• 6tl P .a' 6P.PP' .PP•6 6n tlP' s'E 6P.PR' 6o P• 6P.°° P sP.P 55.oP' 60.oo s'E ss Po• aa� sP PP— u�56' —66 oo� so P— b¢Pa' —,c ov s uE 6P.Po• 67 93'� •m q" - 9 $I I"- - - - - 6PRtl' 6PPP 5- -- ------ -- ------ — o iI' ti TYRELL ST- --- _-- -------2e•E 9R].93' --5T—Fy �-- 6, 60,PP' Po• 0P' 960.Po 6P.°tl E 5 ———— — KI 1 � 7300 3E 7,503E 7600 3E 76Po63E ]Roo 3E o 7300 3E —20'3E 6PP 3E 7RPP 3E PLAT OF NG'S LANDING UNIT 3, tla mo Q I CORPUS CHRISTI, 64PP_ 6° _ 3P• R3Sa9°o 'za w lBo,00' NUECES COUNTY, TEXAS 9 6P__PE 6 tlP �° 6 sS$•°04 2 Pvws 10 8 30' Qu — seE 6 179 20 x,r, x,n`,a,1p' BASS 1, WELSH ENGINEERING AEc ry RE°ry EXHIBIT 2 j' 3+ rrN Reimbursement AgreementP . ar oi\` � Application l NAi `. �pN1ENT 5�'� CODE COUNCIL MEMBER 2406 Leopard St. Corpus Christi,TX 78408 1 Phone:361.826.3240 1 Fax:361.826.4375 I contractsandagreements@cctexas.com Date of Application: 7-30-25 Approved Plat Name: Kings Landing Unit 11 Public Improvements Deferred: Approved Public Improvement Plans: Y N Cost Estimate for Deferred Public Improvements: $ 363,696.00 Ownership and authorized signatories to enter into the agreement: Contact Information Name: Mossa (Moses) Mostaghasi E-mail address: mothepro99@aol.com Phone Number: 361-774-3832 Preferred Method of Contact: Email i✓ Phone Other If other, provide detail: Company Name entering into the agreement: MPM Development, LP Company Address: PO Box 331308 Corpus Christi, TX 78463 General Partner Applicant's Signature &Title Submit Application Electronically to:contractsandagreements@cctexas.com Mail to: Development Services Attn:Business Manager 2406 Leopard St.Suite 100 Corpus Christi,Texas 78408 City of Corpus Christi I Form No:DSD-3016 Rev. 12/20221 Page 1 of EXHIBIT 3 As stated upon the approval of Units 7,9,10 and now 11, c the Developer shall agree to show storm water detention oa R o " requirements are satisfied for all future Units of the King's `"`"" � "' - D I�nI7II II�n7II �����/(��� D D M �����\�y/�(/����� I���I\\I�7I Landing requirements ied forincludefuture Units retroactively oftheKing —T,r ma. IPV D L�C �LIVLI��O �'/ �D�',/LJ�l1�J�� �O for Unit 7,9,10nd 11.A Storm Water Quality KNOB�`J^`) ��\V�� (\/(�7�^� M��\V�� Management Plan(SWQMP)shall be prepared to City's "�" I v LA" "D�" "M v" "�� I 19 support the requirements mputati Wise met with Calculations tto j �r •® R C OO RIPUS C�G�1M373 9 NUEC ES C OO UN7-f, 7EKA� r . ® � ��� � ¢ Om rm mar } LEGEND-PRDPOgD iICiIIFS ro xw e.am mm.uxw ND APPUMFNNlPES AND IPPIIFIENWC6 3 r mx or mr xo xax cr wr mr mr.s¢ � g ¢ unm O axm m. �rz ru xm mum mrvam m�ruc ��� me. mom a ® een.m e..w,unanmx smm aPmmmuc..wwa xxxx SHFFT NOFx LOCNTI�N MP xa �.m. xwawm mru.e me ♦ mE xmwn snwv r mxxx amen SHEET 1 COVER SHEET AND MISCELLANEOUS INFORMATION "m"`me-x'r"` m xx®xm w.ew,.wmm m ss vu mcmmwrx amvm mxxx ma SHEET] PAVING, GRA➢LNG AND DRAINAGE PLAN I PRDFILE,SWOMP "°xr<rsn ax m m xxc cr wnx uxmnw a vxnmrsmx xmxE Uatx xmrs.•rm eY SHEET 3 PAVING, GRIIING AND➢RAINAGE PLAN A.PRDFI LE °3B$10 - °mt"me wr WXL°"` xvA xmx mmsm mmxuuc r.e saa ao nm SHEET 4 SANITARY SEWER ANC WATER PLAN AND PROFILE ,m av ... rrm mmxxo uR muvrt Mml M mmmo¢�s,x SHEET 3 SANITARY SEWER AND WATER PLAN AND PROFILE rrex r,av xx ammuo wr mw.w°mnax I mrzm vex mmv SHEET 6 STREET SIGN AND LIGHT POLE PUN,ESTIMATE SUMMARY AND_RIGADE DETAILS a.xm ®mamm manna mimr mimrz •'P XO"'°" " `� xw mrr,m SHEET I STREET SIGN AND LIGHT POLE PLAN amr¢.¢ T1p9 ,me.mx«¢r A s�'YP r1gL " "" xn muw.m SHEET B PCCP AND RCCP PAVEMENT DETAILS AND SIDEWALK DETAILS E mim SHEET 9 PCCP AND RCCP JOINTING PLAN nvx __ r xp r m a _rn -xr rr SHEET 10 PCCP AND RCP JOINTING PLAN .F amr mcxm tuammx mmr um+mmx mnxo.um SHEET 11 STORM WATER POLLUTION PREVENTION PLMI,SHEET 1 OF 3 mmmrxe x.rnrme�e SHEET 12 STDRM HATER PDLWTI DN PREVENT["PLAN' SHEET 2 DF 3 mar ama rrr.,axx..Mrammemxxmme mn mmmmmmmxn CALL BEFORE YOU DLO! 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"""ors' •" [ COVER SHEET AND MISCELLANEOUS INFORMATION m roe xxa vxnrwa w mw Merxaa rm wens mww,xme awm xwexmmnxmwAr mxmmnem ewxemm coca xxaxmearoe mesmrw rw o]/19/R5 _ A4 4 - \� _-- Pis .P yl. .IIiY°>" ra - "- = vn e" _OF oil, -a im 'I GN'L%'%'l'lP`Ol AT PROPOSED DBL 5CULVERT L IFF] IN RT 1. PROFILE-TULLY GT/ST rm R 35 D'oo 4,DD "GO 6Foo 7,QU R'NG G'G.35 ——------------ R IT I 19 '0 PROFILE ARRYN GT/ST S'G. I— 5'o0 7100 .,.G 9'oo 35 G.- Go PROFILE TYRE�T I "T' • -- --- ------- Go Go 71 G.. 4,-",o:oT 5100\61 6,GA 7FGG —Y G. �1-o7oo] 35 3 00 R= 2 R N R .E'%M'N'0'�' IL E'El R�R �7 PUBLIC IMPROVEMENTS TO KI S ANDING UNIT 11 Go 'G CORPUS CHRISTI, NUE—DO, TX 60 PROFILE STORM SEWER IN OR 26 PAV�ILNAGN GRA➢ING AND DRAINAGE AND PROFILE, SWAMP P X. 2,00 [32. • —o [�".o""- 7,00 B'oo Iwpr F,o'Go I oo ?�5 PROP Ll T'L,!. ---------- PROPI ng Ti T I I AT T I E:j! Do 31. 3 F- '%25 p WE/ R LA. , • U,4 ANnREA OR —15 1 5 TUD 2,00 Too —o 5,00 G 7— "o. 10,00 35 4 ; a 30 U It II 25 '5 IG 15 PRDFI L G5 —GG I I Do I—D 13,oc 14F00 ll'o. —C. Do 1 .7 25 —15 —20 ROFI TUL LY ST 3 5 lolOo 'Rop LT O T,VT 1�Go D, L VT ss + 0 L" j 25 2 I I'RIP I I PROFILE ARRYN ST 0 1+00 0. ——————————-- I loloo —G. 12.o 13+00 141DD 15'00 16L00 15 arx 11• T� Z�TTT 1 1 R I I I T To 30 Do ��T T�l HA ------ ha. R 25 T IT I T 1. •rmS&,WE CNEERING I RI A PIT I TI -4 6 5 &.�.—1-9— P—IO—RIVENEITI I' �0 2. xssn RING'S LANDING UNIT 11 CDRPUS CHRISTI, NUECES CD, TX P 20 PAVING PROFILE-SER GRTFNNF OF CR 26 AND ERU26 EXTEN➢ED 1�r\tea vt xs r4�,wAon�. acR zs(4R,wimp �F� rvs 4 `� a xm ➢ c al — — - — a— „ten I m. •Pm N � �s• .m2 m �-- — — a yl y o s —--- >s E r �'` N rPROFILEs ULLv cT/xn o ly ➢ � °` .. ^� � e "� ss LINE A(T N " mm B 35 1+00 2+00 3+00 4+00 5+00 6+DO ] 0 8+00 9+00 3 \a s a7 I� p•a Goal Lfs m ® — \ -------- - a _ o z pv. 5 d� s m rt sir• _.itE- a g . in.m _ �o ----. I I--- —PLaxE o �- ez i°n we vrx e 25 >a m ,'xwo �o,mF Is mrcer 15 PROFILE as LINE a(ARRYN UT/T) ' 'aqA y ro 35 I+00 2+00 LOU3 4+00 5+00 6+00 7+00 a+0➢ 9+00 35 yr eRA ny Y m ® & i `�, 3. tl 6 666 ,�a 8� �z PAw Pvc�is Re i3E g� .�\ © 6: 30 r^ rz xra A v rm 30�0 L irz--- SB'04'28'M 592.10' —'xr.�siE �x �ii ,rr�r ercm ruc LAM' "T las3' r a , 25m 25 mwa vlm�m wrr�¢ � um wc.a er �r TM� 20 z zz. u s vc i 15 Is PROFILE SS LINE C(TYRELL CT ST) _ y._fl�� KIAr 1+OD 6+00 xmAv r..'ivuix- m pl 21 amw- 30 " 30 ___ SGLc 1 5a .v cr•T 25 25 irvs�u S mn&WELSH ENGINEERING Lpovoza�.r�m or oc vo . mxr- r-5�].o s�w4 : Trtpxi4 iawa e rxn - x PUBLIC IMPRR O VVEMEMENNTSTS TO ' KING'S LPN➢ING OMIT 11 20 •rs z.m urre a v+ox m�. 2° C0RP0S CHRISTI, NBEGES GO., T% zi n SARI TRAY SEVER OFI 15 i5 TER PLAN AND PR°FILE PR°FILE-SS LINE➢(LADY ALE%A➢R) c. —.1 Cl pp 2 Go 3,DO G. 7,013 .... San m.sa.x sin cr'cc•a ist 41 D 5,DD I I ITOD 1-9 35 'A. i.M. ZA�61.'. rTm Tv 30 _D, norms So 2 ----------- ---- ------- -fm % I L ----------- • I'Do 2,DO SLID. 4,00 —o 7,00 N D, 35 .'plG ,a o 14-- TYI 5 PG za R. "TI-1.1 MIN 11—IM2 U. I` PRnFTI F-SS I T'NE'E 2 .,Do 1 12,0. —D. 14,00 15-00 16,DC, 35 92, DID t U- 25 So I PROFILE STIINI D5 lo'Do 11,00 12,13D 13'G0 14,00 15,00 16FOO 35 Do S rn 25 2. 77�7 2D 3(ARRYN sr) "oI ",A 7—�p F I I I IGF.. 11— 13,DO 1410D 15 GO QQ 31 D. ---- Do .tlaBASSj'WELSH ENGINEERING me R -------- --- 0-7-IN,x —.. I� - 5 F ME.—11— 2' PAIL"IMPROVEMENTS TO G,S LANDING UNIT 11 TN 2. 717�7 PIG CORPUS CHR IS I, WOEGES GO, TX PROFILE-SS LINE C SANITARY SEWER AND WATER PLAN AND PROFILE �L T -------------------------- 4 li ep __ II .I ® — -- — — N� D— d, — --- ----- --- ------ MY.Tlwlll —IN 11 A.— TA I - $ A —————— ———— eF— za ox INSTAL BY DI—OPIR I —OAS-1 TO -————- AT T TI_,,L ————- ———---------se•NTt— 592 70 PLAN A--A.NR`IlT�I.I'IN VI.I.T TLT ON—IS TUINIS—NND INSTALN.'S1W ST"S —Z-7 Lmlv!—A�p SIALI, M ..�S&,WETSH E GINEERING PUSL. IMPR VEMENTSgN TO KI S ANDING UNIT 11 CORP US CHRISTI, NUECES CU., TX STREET SIGN AND LIGHT POLE PLAN ESTIMATE SUMMARY AND BARRICADE DETAILS TYPE A ENDEUF-RDAD BARRICADE TYPICAL BARRICADE PANEL DETAIL A 4 �l.x -- 04'�'E IS 8,�30' &WELSH ENGINEERING PU CORPUS IS IC IMPROVEMENTS TO 'S LANDING UNIT 11 CHRISTI, NUEGES CO., TX STREET SIGN AND LIGHT POLE PLAN ITI CONTRACTION(S WN,. DETAIL ROOM ex «,wxr: ecws am„rs nr axr uumxzu RCCP(ROLLER COMPACTED CONCRETE PA NG)NOTES SUPPLEMENTAL REOU REMENIS RECARDNG °r w iuwi�n ai w"anw rn"uFdnzmcF i� °E°"m LF/PORT a vcancxL mx mom c.�r.r..mc.mµxm.mm wu.,rmm M�ww�w ov e.E,cr. ® n LONGITUDINAL DR TRANSVERSE SAWN Excaxs oN CO IT oETa a' g CONSTRUCTION JOINT . Aww.wo cw.x.sv�„zm n.m.,mx xuaxc.x,wi.ixx.wruem�wwxax...wx,r,mm. mwwuw. ' . umm xcw rmxaxa� om wwwvwwwm. ,°""'°wmw.w.w.w�.wx.,ns 6�q as xm..m crr xmv. aaar as,.roa m*."r .a. . . Px�oxmT"a'm —INC ..x.�..xw,.xx,..o„a.w�.xx.. .,�. .. TvvcA. Pn ND uae Nc HFnorn TVPcaL RccP STREET SECTION hte 'tok ccorecxry uLexe neeR xc RePORr _, �����,�.„„� ..o..rt x c mma uonsnwmam sway _ - a.ama o,�a,.. '^• ow,«c,om x�m,xc� mw,w wx"rx.T�x,n aomwuau ww m°> .x .o5�.e � PM oa'i:3wa ttP CAI PccP P.j—xo. xrs REST SFcnoN zA.max x,owow,r.xaox.oim ExPANs DN Jory COP Pai,.x�an owmi.xmw no rmxw<wF rolwz TYPICAL RCCP STREET SECTION— OW mmusWWl,ievs,me53 .mn .en.m�ww..wx PCCP CONTRACT N(SAWN)LONT D—IL a� aom um umu,wrs(w*> Tx x �mm zm,z orr nn,flr p SSA 0 WELSH E E"NNG xF I— PUBLIC IMPROVEMENTS T ONE'S LANDIN6 UNIT 11 oi"`�nr.Y°xLrvOza xmwn CORPUS CHR STI,NUECES CO,Tx __ nuc.xxw aa.m�wx,wr- n"x"' PCCP AND RCCP PAVEMENT DETAILS TYPICAL IIIDETAIL AND SIDEWALK DETAILS wm-o,:mr omar.Mw,w om�e&ooxrso�TMPICAL RCCP STREET SECTION—J5'ROW FOR MANHOLES - --------se•oeTze•u s9z—io' --� �— — boa' •T �as3'� a » scnL - BISS&WELSH ENGINEERING S PUBL IC(IMPROVEMENTS T KING'S LPN➢I NG UNIT 11 CORPUS LHRIST I, NUEGES GO., TX PEEP AND REEP JOINTING PLAN Ram ERE Oa (D 4 �;� — — — ——�i �p�a� ® I Ilv®y gg A A 7 'S91-0,1.'21 W 10fB.,p,I fln, EMSS&WELSH ENGINEERING N PIJB=L'0=71�UE�NMEE 1. .1 .T- �C IM PTIVEMENTSX TO "NS$LANDING UNIT It CORPUS CHRISTI, NUECES CO, TX PCCP AND RCCP JOINTING PLAN IS \ x5, R_— _ _ ��wn POL WTIUN PREVENT[ON NO.4 _ —=� _ S R 6. it =MJ LZIP'.." Sr-- -————-- ————f CNTRCLB TI—L -Mb W Flo -LE I- W_H ENGINEERING T,A- C..- LE_ IMPROV ME NTS TO KING'S L AN'I ING UNIT 11 CORPUS ITRIST 1, NUEEEG CO., TX STORM WATER POLLUTION PREVENTION PLAN SHEET I OF 3 TIM COT. T-1 A,-I 4S,O §9 NBs SASS&,WELSH ENGI NEEPING nR ..W.RW. N goy PUBLIC IMPROVEMEN S TO ......LANDING UNIT 11 _C011 CIRISTI, IUECIS CO Tk STORM WATER POLLUTION PREVENTION PLAN SHEET 2 OF 3 r.'r SITE DESCRIPTION EROSION AND SEDIMENT CONTROLS —E-111TID": IINIL1111111TII 1111111IN,Tll 11 NLE. 11HI SOIL STABILIMTJON PRACTICES.' ND—IN.1111—LI T.1� I.IL DDHEEDN.—: X I=1.11011NI.DI WM�MNT.MMM INLEFE I —E. SOL 1—INTION 81 INDE-1. "T" —1'�Ul�'T'V.l 11— 1 1101 ON ORl 01 MN�ORDE ON .1 T. F.-R—I NE .EGHTED RENOFF WELL C EN DIH,.III MIN.111 MM"Er'LlIVIM ga I"THE I—-E--THE—RT.1 ,E,coxsrR sox 1 1 DD TlIN zl $T NO CONDIH F"'L�-A- �l I�-TIN TIATW�M." IEDNI IN 111TN MO,ND IEIIFITI E =Ul III AMTTn�_ gITE IF wcroaw cuvI TI ILD—. TlAQ.W%X%=N,—IT LLWR&P LTI—I.N. I LT FEEl S L, — E- -1 IF111N. EIN 1—D..NTEK�;1,1�IR II ALL WIT- —L 81 WD I—NE-lEIUENCl IF ION—TIDIN(score—NEl I :D"l.D—1....INITILD. swlrnm WASTE. "'E 1111 lElllLl TIE MEI ITTll�.11 E PAND FLE.. I III F EEDEE'.1 —111D I1IN I�T =E —,I 11L Nl. I N—R-1 D111 I AND .1—ED 1..1 EFIND.—EI E.— -MD W Tll W=�A='O"=MN%01 IT IOLL TI. .—OND TH.AIE IF THE AN E11 T A— T.1-1.Npl TTIF.' RE III ENT �l 2 M E.I TE' STE4�01..) dI ELEVATION PLACEMENT FOR BALED HAY FILTER DAMS r a(OFL) -4-MIN N'T 8E 1"ftD.VIELST.E."I I�E 11 ��,= '". � 'E.1 RENTOMWE —IT,T SECTION A A MATER_ NT PI—I I.PE.ENI TH) SEDIMENT CONTROL FENCE e y I- I UNIT 11 CORPU S RISTIL N CO..TX OCA��QN MAP STORM WATER POLLUTION PREVENTION PLNJ SHEFF I IF I TRIANGDLAR]LIPBASE INSTALLATION GENERAL REDDIREMENT] CROSSWALK TNGS SJNEETNAIE �� m ��...^. `_��«;�• ]Name I i0000ul 1 � ;=mow�.;•;=". WOOL � s IY+ ss _ e T64 CONCRETE ANCNGR cmasw.r�o°T a SUNGIGN NNM,ING DETAILS ]WLL ROADSIDE]ION] ^ � TRIAXRRAR AIPRN]F SYSTFY • ."@."-°"' 'F�°G4 ^ REOITRENENTG FOR RED BAOXGROOND REDOIREIENTS Fpi RNITE BACXGRGUND 0R REGULA1VSIGNS REGULATDRV SIGNS �a �w���n pppp 22�7 -.k�. - ""•°'°�"'+.'• ,..in». E A D _.,.. dL .� SPEED STOP M I� 1pi[ LIMIT .m.-.. "w......-.�° IE' .`-. +,'�>-m,.°n�;r,""ro..." 9'E.-STREET NAME BI END WRING WAY _ ..e. pf� ,nave varies r.�-� ._..............:_. NEW 9'W/�FP➢ENS OR NO OURfT SIGNAGE �L REOYIRENENiS FOR RARNINE Sltl!] RFOUIREIENTS FOR SCxOOL SIGNS 11 g ♦ D auoT °urwm e anuum e ° LF ON �... � EGGIRG �LE �ALa„ TYPIDY.$EGN .veo �- ..e..w -— - ,• RFOLIRFEENTS Mw .- 15RIA1-1] MICAL GROUND MOUNTED SIGN RACDAEM ..w�rwi.r.o, J .,, l�pJ��• 06/03/R5 &55 AND WELSH ENGINEERING PUBLIC IMPROVEMENTS TO NI N INIDING UNIT 11 N CORPUS CNRISTI,NIECES CO.,TX ^ TXGOT&CITY SIGN AND PAVEMENT MARKING REQUIREMENTS AND DETAILS �v aw; °s,rE o ln°ea I. Ioo ar maaarea wen rear I elan 5 63rts Ralls(F531- n i631 or i691Li (RnC)slerMare sheet/ar slrucNres wRn erlape r�/one. 6 e, Wop an0aeo[tam)or Bars ars ars CQ O Fo nou[arse a rail,aonshus[L'uros no more enan T aeove a fz a0(TYp) _ ___ _ _ __ aears O ars N O Fu made In ua YlYles and na aeol[,onal somcensal,on wll,he allaweo/or M,y work. Pas[RVpI o V ars R ma,neam mvr.For curbs ess roan 3 nI, ears l:N.V he omrttee. gw oIIIF all napla AMnorapaI�.e(RAI)slaaaar;ahYlare/erred ,RaNam1 oa.era 6 t c a -- -- - 1 12 - iwi YpIlL, Is' Z rs a HE Yza -- wWRla meL�Yplern) x W ( F 7� R F bars o� Bars FZ I ears FI(6oY(oml BOTTOM SLAB TOP—2 TYPICAL SECTION PART PLANS CONSTRUCTION NOTES: 121 ear,r eve ea aae z ma a rr aee. ' "I'll,ear,c aaw o mar he MATERIALS NOTES rz 2'tl v„ I/e(era9�.600�llo lar�culver[wearreloaneecure.z 3x "O TABLE S PruM°areee oapo A°Nro Lxfo-6 ml e s e r,ranoa:ror me a e/ m neo praae t i Ogrraaaewav:laps) BAR DfMENION5 GENERAL NOTES: -- all(NC-No)pstanearoe a y' (see coxsrRucrlory a y SECTION THRU CURB 11.93 LOAO)NG SHEET I Of 2 w ee MULTIPLE BOX CULVERTS ' CAST-IN-PLACE 0� � T-O„SPAN BARS C BARS O BARS Z BARS Y BARS K(#A) 2'TO 23'FILL (spa=I'-m Nasl MC-7-23 a.mmn eT:oe DASS AND WELSH ENGINEERIINNGl. � ,M rtL PUBLIC aIMPROVEMENTS TO EO NINES—DINGEUNT 11 CORPUS CHRST N CES CO. T% twp TXOOT MUTT PLE BOX CULVERT DETN LS Qf�,ONi STEEL 1 OF 2 /oL/Es $ SECTION BILLS OF REINFORCING STEEL(For Box Length=40 feet) QUANTITIES DIMENSIONS Bars B Bars C b O Bars E Bars Fl—#4 Bars F2—#4 Bars N—#4 Bars Y 6 Z—#4 Bars H Bars K oer Fool CarE Total 4-#4 /Barrel :g F 5 H _ Len9tE _ _ Len9tE N LengfE W No.„Len9<h o Len9tY, W No.N LengtE W t Conc Conc Ren/Conc (CY) (LE) (CY)(LE) ICY) (I _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - t.z "' z III to >5�s' B Y rz15 IpB s'III oa N 3a Ill at3 r3 s r 0' a' 6] P 1380 >' 6 r 9 e T SaoN, I s s a 9 r 1549 z s Izzs r _ _ _ _ - s r o^ r o^ t9' s s a' 9 z I,s49 3" I zzs 1. #a s t4 a' zssz is to 3s 9 39a t/La sa a m r m Im a' tos as 9' 3I' t so42 taz"s 9 r I,sa9 3" Izzs toe#a a zl a' saes zo ta^39 v sat too le 39 B zass ez Ir 9 - n4 9'a s3o o - r II,sa v'�zs a - a C' 9 z > a to s a 9 is t zs 6 9 z s. _ ;E t Yh 3- z 9 s o to" &' aa 9' z3' 3z99 taz b. to-z' i�t T-s' �zzs- 6 9' t4 a z35z is iB 39 B 39B es 18 zsc ez �r s'a zra az iz 4-r-o^ s'-o' to° e" laeaa 9' ?I' r' s.a4z tat xs a' to z" I,tte I-3" I,zzs ioe#a g zl s 5,4ea zB ra 39 B sal tto ta' 9 B'Lgzl az Iz' s'-a' na 42 31 J- 432 371 aRa _ _ _ _ 131� ;1,22LI _ _ _ _ _ _ _8,2 IS IN A- I IN -_ - 4_ z- - - #she' - v'�zs- - - - - - L> A IN - B'135 o < - aq HL93 LOADING SHEET 2 OF 22epee •Opartmam of Tnruportetlen MULTIPLE BOX CULVERTS CAST-IN-PLACE T-0"SPAN 2'TO 23'FILL MC-7-23 �.ADACIS AND WELSH ENGINEERING� W tx eE PUBLxCUSMPROVEMEENTTa'I'l is xdua KN CS LAND NG uN 11 CORPUS RISTI,NUECES CO.,T% T%DOT MULTIPLE DO%CULVERT DETAILS `itls m ss SHEET 2 OF 2 �• ° battam.lab ° �'E Ra, afeF o°,�a<pereINFp��,.e55axaeaal.empaeBe�,Fa ax ppaat.aafosa,ywo.k. - o eia<wb<,<la-I p a xall pama a9<C� M M i FI Tap aaee y lT>"of,� ae Baia) _ TYPICAL SECTION PLAN OF REINF STEEL CONSTRUCTION NOTES: °ooINi MATER(ALs aee NOTES, M may be<ur off or raisee.secs C s may be reversee. Ms O enizeJ eO1i)fNar u-1 OO�e Class iaanLeeur6 swim me k x SIN ons Mp nrr e ,- psi)for top slabs of N�o �Ox O lroaaway slocel - - rlam. GENERAL NOTES: NOTES°xSTxuCTiOx a0.swTs sF an ces per f'aail QSCC'Ms1 staMa,Of e 9 SECTION THRU CURB HL93 LOADING SHEET I gg0�1p�22 1�1 �•D.M.AssasAMTrdOn BOX u'� r SINGCAOSTT-IN-PLACE CULVERTS BARS LE TO 3'FILL C BARS O BARS K(14) lSpa=po'Maxl SCC_5 & 6 ©m<wr Rdm..e...s. x �.A6 TsgrnoAi+Nao mEs¢io¢<NO NuuRmN sm iv �s ar PUBLIC IMPROVE N ENT5�TO E� MduMw KNGS IAND NG UNIT t y� C.RDPus CH"TI,N CES C. TTN CULV EET DEf s SHEET a1M1s/o�/zn - HILLS Of REINFORCING STEEL(For Box Length=40 feet) QUANTITIES SECTION DIMENSIONS R-C 15-B ears M-xe ;�ll I-AN B_ Pp,'= _b T- 4 o z U-II ..'A -I. X.. -I'A I,' II I-— .;P" -A I C'cy�" 'c"-, 'c"�" 1- 1 1-11 SAI 1. 11 11 1-1 114 1- - 11 NC In 11 ;1 114 II 1 1 141 11 ILIII III "A A I. I, I. I I I Al I I III I I III 1 1-1 111 4 1 1111 11 11 71 .,1 - I IRI 11-1 4-1 X I III 11 4 M 11 1 1-1 1- - I-A I- -- - I --I IIII II --1 31 �411 114 11 11 11 "M S. 1 7 1-1 111 Il I -1 1. 1-1 1-1 1. 1' 1-1 .1 1 31-1 111 11 1-1 1111 1 3,1111 -1 1-1 1 7 11 1. 1 1-11 IRI 1. 1 X, 1-1 1'- 1 1 1-1 1. Il I � 1 1. 1 1 1. 1' 1-1 111 1 11 1 111 11 I-S 1111 1-11 11 I� Il -11 INII 11 1- 4,- I I 1' 7 111, 1, 1,051 1 1 11 1 - 1 1 DR I I xl I IS 111 11 11 ISI I I 1 '4 11 0.559 - 1 11 - 4fO62 I- IF? _I DAI I AX, 111 2' _I 1 2' X DXI '-I I _ �t— 4 IS, III. A� SGIN I 11 .I _ .0 _ A. A I — I 1 11 1 0,411 0.1 11 1 1111 1 1 E`3 P 6 111 1 31 111 11 '3 2" :711 11 1 11 1 I.G 1-1 1-1 1. 11 11 7-I,, I.- I-Al 1-1 11 1 1-1 IS, I- 1 11-1 "1 11 1-1 771 1 1 11 111 10 1-1 11- 11 IS 241 4 11 11 1 1. I� 11-1 171 1 11 11 1. �l 0,527 1010 0.5 63 216 4,104 2 A I� 11 1: — 1.- 4-1 1-1 1. as 1 1-Io I 111 1-1 1. 1-'I I. I II-II 111 11 11-1 1711 16 N, -G 03 . .1 4.0r '"' - - , - I I -; 1 0 I I -W -11 1111'- IA Nk 7 21 A, -1 r 1. 11 701 ;G A5 3 4,391 I I. A,133 31 ;1 41 I.All 13111 111 N 2 1 11 1 21 111 11' 1,122 11 -1 F -112 111 1 1-,1 1 1 1 11 11 L 11 11 -F-27 113 31 3-1 1'1 1 1 D'A,, Il IR 28,1 1,141 11 31 IIX I- 1'- 1. 11 1-11 111 11 1- 11 11 I A, 1 111 1-1 1 -A II N, 11511 11- Ol 61 11 4rAl 111 0,657 1401 0.5 111 111 5690 01 0- 1-2 S5 69 5 3,675 opo HL93 LOADINC, SPFFT 2 or 2 ,tepee UaOenmmrt el lYenapeuem SINGLE BOX CULVERTS CAST-IN-PLACE 0'TO 30'FILL SCC-5 & 6 BASS AND WELCH ENGINEERING PUBLIC IMPROVEMENTS TO N G'S LAN ING UNIT 11 CORPUS NIECES CC,LX TIDOT SINGLE BOX GUITV XT DETAILS SIT EET 2 0 F 2 9 � Lly •?m�°�Eu�a' anlp min- EF �.<<"- a .xra C� - � °�-` w,aa� "..� 'p os� p sue• ^^•. ^s::.:.0 ID IMA 0 w I.m o -^-. �,A,F sE�„o" a,,,�sEca<, ...R.,.•,,.u..mM.>FM� �� ' �t_ �\\1 � .- �� • :;�`'�P'J �, .ram . ..,.... ..—.—..�®,.�..�,.°..�..,— .,._. _m�._�.--."... ^...,..,...� a .°°..........�..,_-...^. F a. _ I � R L— n� em(xlxluuu.)LLa E n�oo e � .oIT 48RR N WITH G X 5 Ar NOTION o rvovP a' 'DocuLVERT mnac.eevwnM «wnw�srnuw,fmae a TYPICAL SECTION-PROPOSED CONCRETE LINING AT END OF • .�. a _.......®..—.. .. °.,�� .m_-.sir s SH ENGINEERING _ .-..—. >x aEBA55 AND W sraTITr ...ra ...•a ay v—_w.�� m N UNFIC IMPROVEMENTS wi KING' WJDINGMUNIT S 1�1 CORPUS CHRISTI,NUECES CO..TX W ER CITY STORM STANDARD DETAILS „ � nON IN UVvnVEOM �• ��'��✓�'" """"”" ate^ �- _ � _ WIN. s nMo WE15 P e MPMavEMU"ro r UMus aT,NUICEs Co. CORPUS' cn wasrE wa,ER s ARD o— a—•- _... lit A, ® - P77 --- �d &SS PND WELSH ENGINEERING PUBLIC SIMP RWEMENTS TO NG S DING CUNIT11 CG LEISEO F'ORG�NemVcllox RPUS CH TI, UE CG.,TX /�G�> CxYWATER STPNDPRD DETN LS v ns rnw w u� BASS AND WELSH ENGINEERING _ Pu6LC I.PROVEEUTS TO use�""owo nreisn,ry cEs co.,ix recur c —NoareDs I _---I—————— PROP.I 6'X 8'/R/C BOX CpLVE T YOUTH 3O OSO_EX F fL IT PTTCH CAPACTTY C7 CU�l ATTLIN TYPICAL TEMPORARY DITCH DEEPENING TO H HE 35 —00 64100 65100 —00 67,00 6.,00 61,00 70,00 71,00 —00 73,00 74.00 75,00 76,00 77,00 78,00 71,00 ....C B—C 35 82'0 0 IROP TO SU .,i'TRo-T��1�DIEPE'I ING po! 'IT, E TOT, --------------- BIT— 'TIE'.IT, 25 AL.-X 25 N..:WRT 'o PROFILE OFESITE TEMPORARY EXISTING/DEEPENED DRAINAGE CHANNEL "INB ASS I W—SH INGNIFIRM. No ll��="HOT�MG xo Z �F—. .1. PUBLIC IMPROVEMENTS TO KING'S CORPUS C LANDING UNIT 11 Co HRIlTl, NIECES , T% OF E DRAINAGE CHANNEL PLAN AND PROFILE -LE 1'-.1' FBIT —�a�a: o°`nvpl� a�s ,e<l a°Oz r5P f Bars 12 �um Ba�Bp /B =bttamalb� �✓ era =bY,mal � ra ap BO aatl M1��am al $ Bar Bara Nam a/.> om°� b,ttom ale ca p=batYom,la Ba.s p= B,m al Barap=«rpm a,a 55 —1 rs BarsH - wS BB's Bars Bars FI F2—xrYam sl ;a Barap ea.ar PLAN OF ANGLE SECTION— PLAN OF ANGLE SECTION— PLAN OF ANGLE SECTION— eorroM sue To asLae FROM 0°TO 15' OVER I5°TO 300 OVER 30°TO 45' Fg PLAN OF SKEWED ENDS—FROM 0°TO 75°0 gIgd12� BdrA �e o°"i*rpl 3 s Bara F/a F:to veinal° faBel r°I walla°f/m o°,<l.ef.. g_ BI. I. - alab Bara B aatl era p[a a mla,mam a.t,s far aw•ewa a.BB rM1ra.s. Baca —Bara B =TZ n,rpla m p - �=`iucia°�e°e'�nee�ria`a<ommorea�ern"°pie:,`.°Be Bar 0 :ld Did R'°1a°e^'^' 5" F eaa B,ra F as a m°°°Nm MB era Mare a I°r tllre<r r..l<relrerta. a«area°<a:�t�°I�"a:so33"`v"n". n,le.aria,efBba,,aatl<leaa a,r,m, Bem I IB . a a rear a a°<Im . �, ars r rs i 4 �k Bulve.r Break back n vane CONSTRUCTION NOTES extene the a p,not use cefmanen[forms -------- ---- _g skew lenvthea a,e-- - - - aneare When re,u�ree lap ears H 1 B'for unr,atetl°r ealvan iee bars.p _-_______ Ba _ _____J___ _ e;meaaiaaa.form M1ar„atal.atl van ial traaarc,aaa as e;re<tetl br the Ea,iaeer. praWtleamlmm,m af,yr clear rover. " MATERIAL NOTES °"' ill[bar as necessary All F] ars FI ears.H slabs of<ulr ,w su / slob e5 Me f smma(hs rltl�nq wg' Ya malntaln cover a`e' mm� vrw ee aelven ietl re«/°r<inp steel,if repuiretl elsewhere�n tM1e plans. W G surixe. !f<=B,boo psll witM1 rM1ese exmpti°rs: ?_° ea tlla a ',BeY e a B or B a B om,less rn. m Ir<-awp esl for top ala�e�inverts wBM1 opo Q°/me n°rm�sce<in,,cut bars[°avmOr<,nrli<Y. a °half �°a r� sur aa. rse curl re r a oven,o w� ,p sla6 as the ears p BOTTOM SLAB TOP SLAB ears l: Q ine length ai ears a era ears[will vary in Me zkeweo era settl°nz GEE,v�d"a<N<0,OE, S PLAN OF SKEWED ENDS—OVER 15'TO 30° Q,roae nau of o erau w;am,.trea,ear of A....aa,lal - n<e Mai:ra�eam":rl,Kis for r o�`irrpl0 -- °aIN,° `mpal�s,oas,ar 1-1 ei,,,ie.o,"01 ea°N,°umber of Bars x. Bar, a,0 ears E e ears B BO HL93 LOADING �- `[CUIverY ears i -------------------- — — ----------- -- MULTIPLE BOX CULVERTS BarsFz - CAST-IN-PLACE TOfbaias B.raFz Bef£z MISCELLANEOUS DETAILS aaea„ry to B„a„ Bara. ear,B ------ ma„tam<war _ MC-MD Barap ear:. BoTToM sue TOP SLAB LENGTHENING DETAIL@/ Z1 1 PLAN OF SKEWED ENDS OVER 30°TO 45° w ` BASS AND WELSH ENGINEERING sPUBLIC sIMPRO`/ETI, ECESse°TG sm¢T x�w CORPI Nl'l lNDNG UNT -oM1i'tMs A� MULTIRLE aD cuLVERr M uMalo,lea - Bb 1.- ear,E b,I bar B ena gee kO eb renerf,111 1—tna 1111111 eak Bar,A_b.tmm,la ,,ekrL' ..r,B=L.rmm,I � wee.,tal.err,wnn le„t a r- ar,III aaB tar,kewee.r a.M,kewee mroea,wrzn a Hu e1 1n.r zo g= --'-'--- --- -- -i- or preazer,Lreax bark me rop sme to aravlee a p-Iw ear:R . skew �¢caryert ;yr mu are B-eoreem:r.e p ears Ea B. B.re c mP ems -re,r,.reel 3.am.r,Per lBB.nrnar,mar.nee. > ear,kz sk�sara B-mrmm elan Beak nark wmpe.tie.br.a.e aere,.e.ry m mef.n ene a a 1111".tie.xmne ene e.b.e.e wmpw.0.tie aurae a_ ____________ __ _ relmarrms ram rl�eeyreaaaa.wl�ea reayrnemap exmnep mx ________________.._.____.. ___ _ .� rm.e.ee wen eimewel.ne elnerew en.a rarrent eram.re a ears k Bars A sore rz-e.m.m time nre,wa,a r..ar Ba.,. Bars Ez Lwr r n. 3 WALLS AND CURS SLAG ears k WALLS AND CURB am sS=B rs PLAN OF SKEWED ENDS-FROM 0°TO 15°2) PLAN OF SKEWED ENDS-OVER 30°TO 45° ,maw nm,.raa. sr me rr mmene�.a fa Pr..me. x0 w ne sperm tier en r,It bea.m.,lea,m.n nwt.r me n.rmel,P.rme. g° -pottom sl mm slab ears Q rlre ienprn.t ears B vary rn the skewee em sxrr.ns. ears[ bw Limits.r skewea �` ears a ab ena sewron O a' - - 0(One M1alt./Overall witlrp),x ltanpenr at me skew arNlek, O een ears tl anti FY Zsu vert E e UYFIQ --- ©o/ears arp ears o t n mum.1 ews.3P lM1ru a 'o lap IRBars --- - - l¢C Iverl O .x°[ulvertst[s[Iln Plxer(SC[)I#antlartls sheets Y.ass.mm.Jare Xk— E eoe[om scab E�s<ng Lox kulverr CONSTRUCTION NOTES x FL e i It ba ors w rove e e m n mum.Isiy clear timer. ea or pa an ee oars ., to ma�Ma�n B 1 � Ske v e I t i mver ________________________ __ _ MATERIAL NOTES: 35E LENGTHENING DETAIL OO am%gr Ian:. o`.xG earsR B ES bwfsla5 - III—emb e.e ar'uri'M1. w everlay. sera r ar, - • -rm,ree,ark.re o-e.emenr..r w� .n mazltn rmmp WALLS AND CURB m SLAB sur xe. PLAN OF SKEWED ENDS-OVER 15°TO 30.. GENERAL NOTES, sere B"' It romerI.C.n-m-mare sce aranmm,I�ewe r.r eer.na./,t cm F., p .x craven 1n (sc I dw,1. ,tirn .11.ln°'oep` ek wM �-I l H03 LOADING 9 Bars B- eotrom sla4 bTi.wMd gyy.a B.r.a=bwmmal.n SINGLE BOX CULVERTS CAST-IN-PLACE MISCELLANEOUS DETAILS e.lmm, Bare Ez-ewram a Bare B=bwm SCC-MD PLAN OF ANGLE SECTION- PLAN OF ANGLE SECTION- PLAN OF ANGLE SECTION- GJb001 `� 5 FROM 0°TO 15° OVER 15°TO 30° OVER 30°TO 45° p .y kH Tk aEcmPUBLIC EIMPROVE IAENS TO smEfr rcw"s uNoiNc"T II ----. --- E.RP.1 CHaISTI,NUBCEB CO.,T% TOOT B—LE BOX CULVERT MISCELLANEOUS DETAILS s/os/zrs EXHIBIT 4 NIXON M.WELSH, P.E., R.P.L.S. BASS WELSH ENGINEERING 3054 S.Alameda St. Email: NixMW@aol.com TX Registration No. F-52 Survey Registration No. 100027-00 P.O. Box 6397 Corpus Christi,TX 78466-6397 9/12/2025 Kings Landing Unit 11-Cost WATER ITEMS ITEM DESCRIPTION QUANTITY UNIT COST TOTAL 1 12" PVC PIPE 2074 EA 120.00 248,880.00 2 12"CAP TAPPED FOR 2" 1 EA 2,750.00 2,750.00 3 12"CROSS 2 EA 3,750.00 7,500.00 4 12"GATE VALVE WITH BOX 4 1 LF 1 5,550.001 22,200.00 5 12"TEE 6 EA 2,250.00 13,500.00 6 12" REDUCER 3 EA 2,750.00 8,250.00 7 FIRE HYDRANTS 3 EA 8,500.00 25,500.00 SUBTOTAL $ 328,580.00 ENGINEERING,SURVEYING,&TESTING(11%) $ 36,143.80 CONTINGENCY(7%) 23,000.60 BOND(2%) 6,571.60 TOTAL $ 394,296.00 Page 1 of 1 EXHIBIT 5 City of CITY OF CORPUS CHRISTI Corpus Chnsti DISCLOSURE OF INTEREST Corpus Christi Code 2-349, as amended, requires all persons or firms seeking to do business with the City to provide the following information. Every question must be answered. If the question is not applicable, answer with "NA". See next page for Filing Requirements, Certification and Definitions. COMPANY NAME: MPM Development, LP STREET ADDRESS: 2301 Airline Rd Ste 209 P.O.BOX: 331308 CITY: Corpus Christi STATE: Texas ZIP: 78463 FIRM IS: 1. Corporation ❑ 2. Partnership ® 3. Sole Owner ❑ 4. Association ❑ 5. Other ❑ 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) 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 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 Board, Commission or Committee Mosea (Moses) Mostaghasi Capital Improvement Advisory Commity 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 RUNG REQUIlRE�liv EVITS If a person who requests official action on a matter knows that the requested action will confer an economic benefit on any City official or employee that is distinguishable from the effect that the action will have on members of the public in general or a substantial segment thereof, you shall disclose that fact in a signed writing to the City official, employee or body that has been requested to act in the matter, unless the interest of the City official or employee in the matter is apparent. The disclosure shall also be made in a signed writing filed with the City Secretary. [Ethics Ordinance Section 2-349 (d)]. CERTWICATION I certify that all information provided is true and correct as of the date of this statement, that I have not knowingly withheld disclosure of any information requested, and that supplemental statements will be promptly submitted to the City of Corpus Christi, Texas, as changes occur. Certifying Person: Mossa (Moses) MostaghasiTitle: General Partner Signature of Date: Certifying Person: 7-30-25 a. "Board member." A member of any board, commission, or committee of the city, including the board of any corporation created by the city. b. "Economic benefit". An action that is likely to affect an economic interest if it is likely to have an effect on that interest that is distinguishable from its effect on members of the public in general or a substantial segment thereof. c. "Employee." Any person employed by the city, whether under civil service or not, including part-time employees and employees of any corporation created by the city. d. "Firm." Any entity operated for economic gain, whether professional, industrial or commercial, and whether established to produce or deal with a product or service, including but not limited to, entities operated in the form of sole proprietorship, as self-employed person, partnership, corporation, joint stock company, joint venture, receivership or trust, and entities which for purposes of taxation are treated as non-profit organizations. e. "Official." The Mayor, members of the City Council, City Manager, Deputy City Manager, Assistant City Managers, Department and Division Heads, and Municipal Court Judges of the City of Corpus Christi, Texas. f. "Ownership Interest." Legal or equitable interest, whether actually or constructively held, in a firm, including when such interest is held through an agent, trust, estate, or holding entity. "Constructively held" refers to holdings or control established through voting trusts, proxies, or special terms of venture or partnership agreements. g. "Consultant."Any person or firm, such as engineers and architects, hired by the City of Corpus Christi for the purpose of professional consultation and recommendation. Go�Qus Cy, s km REIMBURSEMENT AGREEMENT - u M P M DEVELOPMENT, LP - FOR WATER ARTERIAL TRANSMISSION & GRID MAIN CONSTRUCTION s_ FOR WATER ARTERIAL TRANSMISSION & GRID MAIN CONSTRUCTION REIMBURSEMENT AGREEMENT Ordinance authorizing a Water Arterial Transmission & Grid Main Construction and Reimbursement Agreement up to $394,296.00 with MPM Development, LP to construct a water arterial transmission & grid main related to King's Landing Unit 11 subdivision located north of the Lady Alexa Dr. and Lady Claudia St. intersection; and authorizing future transfer and appropriation of Water and Wastewater Trust Fund revenue up to $394,296.00 to reimburse the developer in accordance with the agreement. (District 3). FOR WATER ARTERIAL TRANSMISSION & GRID MAIN CONSTRUCTION LOCATION MAP • �L,'�,F. ' N - 5 s i Legend � Water Mains u � Subdivision �� eoundary '. 0 500 1000 US Feet Location Mapes Kings Landing-Unit 11 Corpus Christi TX 3 City of Corpus Christi FOR WATER ARTERIAL TRANSMISSION & GRID MAIN CONSTRUCTION TOTAL COST ESTIMATE BASS WELSH ENGINEERING 3054 S. Alameda St. TX Registration No. F-52 Survey Registration No. 100027- 00 P.O. Box 6397 Corpus Christi,TX 78466-6397 9/12/2025 Kings Landing Unit 11 -Cost WATER ITEMS ITEM DESCRIPTION QUANTITY UNIT COST TOTAL 1 12" PVC PIPE 2074 EA $120.00 $248,880.00 2 12" CAP TAPPED FOR 2" 1 EA $2,750.00 $2,750.00 3 12" CROSS 2 EA $3,750.00 $7,500.00 4 12" GATE VALVE WITH BOX 4 LF $5,550.00 $22,200.00 5 12"TEE 6 EA $2,250.00 $13,500.00 6 12" REDUCER 3 EA $2,750.00 $8,250.00 7 FIRE HYDRANTS 3 EA $8,500.00 $25,500.00 SUBTOTAL$328,580.00 ENGINEERING,SURVEYING,&TESTING(11%) $36,143.80 CONTINGENCY (7%) $23,000.60 BOND (2%) $6,571.60 TOTAL $394,296.00 �^ 4 City of Corpus Christi FOR WATER ARTERIAL TRANSMISSION & GRID MAIN CONSTRUCTION TIMELINE OF TRUST FUND BALANCE FY24-FY25 Available Combined Trust balance as of 08/31/2025 -$826,979.66 FY 2024 - 18 projects -$14,912,540.24 Ending Cash Balance $3,738,843.04 End of FY 2024 Balance -$11,184,923.57 CCW Transfer - Wastewater $7,384,800.00 Water $1,805,556.00 Total: -$1,994,567.57 FY25 - 6 projects -$1,156,176.48 *As of 8/31/25 Balance is Total: -$826,979.66 *Note: Balance reflects progress payments made on projects '-��,C as well as deposits made into the Trust Fund Accounts. \ 5 City of Corpus Christi FOR WATER ARTERIAL TRANSMISSION & GRID MAIN CONSTRUCTION TRUST FUND BALANCE City Council has approved 6 requests in FY25 resulting in the fund to be overcommitted again by -$826,979.66 The following projects approvals make up the new over commitment: 1. Westwood Heights Unit 4 (Devonshire Custom Homes, Inc) $14,476.00 (Wastewater: Collection Line) 2. King's Landing Unit 9 (MPM Development, LP) $14,685.78 (Wastewater: Trunk) 3. Waldron (Horizon Land Properties) $524,660.00 (Wastewater: Water Arterial Transmission &Grid Main) "Partially funded" 4. King's Landing Unit 10 (MPM Development, LP) $114,240.00 (Water) 5. King's Landing Unit 10 (MPM Development, LP) $102,830.40 (Wastewater) 6. King's Landing Unit 8 (MPM Development, LP) (Wastewater) $322,684.80 Total -$826,979.66 '� FOR WATER ARTERIAL TRANSMISSION & GRID MAIN CONSTRUCTION TRUST FUND BALANCE AS OF AUGUST 31, 2025 Available Combined Trust balance as of 08/31/2025 as reported by Finance is: -$826,979.66 Individual Trust Fund balance break down (including Cash Management): -$914,456.20 $87,476.54 If King's Landing Unit 11 is approved, the new Trust Funds balance will be: -$1,221,275.66 7 City of Corpus Christi FOR WATER ARTERIAL TRANSMISSION & GRID MAIN CONSTRUCTION RECOMMENDATION • Staff recommends approval of the • The request is in accordance with UDC reimbursement agreement with MPM Section 8.5 Trust Fund Policy. Development, LP to reimburse the developer up to $394,296.00 for the City's share of the cost to construct the street infrastructure improvements. CITY OF k14- 1-11 �a poi C O R P U S .w—a-0ill-k- CHRISTI GO�Qus Cy'Pi s� a O _ J �N�bNPORPh� 7852 Thank you ! K i i III r Legend Water Mains q Streets w Subdivision Boundary 0 500 1000 US Feet Location Map LPROECTCATION k-_. Kings Landing - Unit 11 Corpus Christi TX � m so School °��,waeav q��sa�»�a��as ammguo�nmMae�oaremom�,s���o�iom.�aw om oau�si�ccrarse K—I L.—I—T par° DATE CREATED 10/10/2025 se GO � O� A H v AGENDA MEMORANDUM /NOgPORpj Ep First Reading Ordinance for November 11, 2025 1852 Second Reading Ordinance for November 18, 2025 DATE: November 11, 2025 TO: Peter Zanoni, City Manager FROM: Michael Dice, Director Development Services mm ichaeld3�cctexas.com (361) 826-3596 Approval of a Developer Participation Agreement for Street Oversizing for the street infrastructure improvements at King's Landing Unit 11. CAPTION: Ordinance authorizing a Developer Participation Agreement with MPM Development, LP to reimburse the developer up to $944,506.80 for the City's share of the cost to construct Lady Alexa Drive and Castle Black Drive with Roller Compacted Concrete for the King's Landing Unit 11 subdivision in accordance with the Pilot Program for Roller Compacted Concrete Roadway Improvements (District 3), with funding from 1041 Streets Fund in FY2026. SUMMARY: MPM Development, LP is developing a new residential subdivision and is required to construct the street infrastructure improvements. The Participation Agreement with MPM Development, LP will reimburse the developer up to $944,506.80 for oversizing associated with constructing Lady Alexa Drive from a Local street to a "C-3" Primary Collector street, using roller compacted concrete, which will be warranted for 10 years. BACKGROUND AND FINDINGS: The Developer has requested and is eligible for reimbursement through a developer participation agreement for the street infrastructure improvements at King's Landing Unit 11 for the construction cost per UDC Section 8.4. The Developer will oversize the street infrastructure from a "L-1A" Local street, which has a 50' ROW and 28' Back to Back Curb, to a "C-3" Primary Collector street with 50' Back to Back Curb using roller compacted concrete. The King's Landing Subdivision is part of the Pilot Program for Roller Compacted Concrete Roadway Improvements. Under the Pilot Program and the Participation Agreement, the Developer provides a 10-year warranty on roadway improvements in addition to 7 years of maintenance, which runs concurrently. FINANCIAL IMPACT: The fiscal impact for FY 2026 is $944,506.80 with funds available in the Streets Fund. Funding Detail: Fund: 1041 Streets Department: 33 Streets Organization: 11112 Purchases with Short Term Debt Project: King's Landing Unit 11 Participation Agreement Account: 530000 Professional Services Amount: $944,506.80 Fiscal Year: 2026 RECOMMENDATION: The request is in accordance with UDC Section 8.4 City Participation in Streets and Drainage Crossings. The oversizing street infrastructure will be an improvement and provide an overall greater capacity. Staff recommends approval. LIST OF SUPPORTING DOCUMENTS: Ordinance (with exhibits) Agreement (with exhibits) Presentation Location Map Ordinance authorizing a Developer Participation Agreement with MPM Development, LP to reimburse the developer up to $944,506.80 for the City's share of the cost to construct Lady Alexa Drive and Castle Black Drive with Roller Compacted Concrete for the King's Landing Unit 11 subdivision in accordance with the Pilot Program for Roller Compacted Concrete Roadway Improvements. (District 3) WHEREAS, the Developer is oversizing by constructing Lady Alexa Dr and Castle Black Drive as C-3 collector street in lieu of 28' residential street; WHEREAS, the City has determined the agreement will carry out the purpose of the Unified Development Code; and WHEREAS, the Developer and the City seek to enter into a contract to construct public improvements, and such contract meets the requirements of Texas Local Government Code §§ 212.071-212.074. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS, THAT: SECTION 1. The recitals contained in the preamble of this Ordinance are determined to be true and correct, are hereby adopted by the City Council, and made a part hereof for all purposes as findings of fact. SECTION 2. The City Manager or designee is authorized to execute a developer participation agreement with MPM Development, LP, ("Developer") to reimburse the developer up to $944,506.80 for the City's portion of the cost to construct Lady Alexa Drive and Castle Black Drive with Roller Compacted Concrete for the development of King's Landing Unit 11, Corpus Christi, Nueces County, Texas. SECTION 3. This Ordinance shall become effective upon passage. Introduced and voted on the day of 12025. PASSED and APPROVED on the day of , 2025. ATTEST: Paulette Guajardo, Mayor Rebecca Huerta, City Secretary PARTICIPATION AGREEMENT For the Subdivision of King's Landing Unit 11 Subject to Pilot Program for Roller Compacted Concrete Roadway Improvements This PARTICIPATION AGREEMENT ("Agreement") is entered into between the City of Corpus Christi (referred to in this Agreement as"City"), a Texas home-rule municipal corporation, acting by and through its City Manager, or designee, and MPM Development LP, (referred to in this Agreement as "Developer"), a Texas Limited Partnership. WHEREAS, Developer 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 King's Landing Unit 11 (Unit 11"); WHEREAS, as a condition of the Plat for Unit 11, the Developer is required to expand, extend, and construct Lady Alexa Drive (formerly Iron Throne Drive) and Castle Black Drive as depicted on and following the improvement requirements outlined in Exhibit 2, which exhibit is attached to and incorporated in this Agreement by reference; WHEREAS, the Developer is oversizing by constructing Lady Alexa Drive (formerly Iron Throne Drive) and Castle Black Drive as a C-3 collector street in lieu of 28' residential local streets; WHEREAS, the Developer desires to utilize Roller Compacted Concrete (referred to in this Agreement as "RCC pavement") for the Roadway Improvements within the King's Landing Subdivision pursuant to the Pilot Program for Roller Compacted Concrete Roadway Improvements Agreement (referred to in this Agreement as "Pilot Program") executed July 25, 2022, as may be amended; WHEREAS, the Developer is willing to warranty Roller Compacted Concrete Roadway Improvement for 10 years; WHEREAS, it is in the best interests of the City to have the public street infrastructure installed by the Developer in conjunction with the 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 and Article 8, Section 8.4.1, of the Unified Development Code of the City of Corpus Christi. NOW, THEREFORE, in order to provide a coordinated public street construction and 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 and executing this Agreement. Section 2. ROLLER COMPACTED CONCRETE PAVEMENT. Per this Pilot Program, the City agrees that it will authorize the use of roller compacted concrete pavement (as that term is defined by the RCC Pavement Council) for the King's Landing Unit 11 per the terms of the Pilot Program. Participation Agreement Subject to Pilot Program for Roller Compacted Concrete Roadway Improvements Agreement Page 1 of 12 (a) Developer agrees to construct all roadway improvements within Kings Landing Subdivision Unit 11 with roller compacted concrete pavement (RCC pavement), except those portions of the roadways that are cul-de-sacs, in which case traditional rebar-reinforced portland cement concrete pavement shall be utilized in conformance with the City's Unified Development Code and City Design Standards. (b) For King's Landing Unit 11, Developer shall construct the RCC pavement in accordance with the site-specific geotechnical report as depicted in Exhibit 3 and engineering plans and specifications as depicted in Exhibit 2. Concrete curb and gutter construction shall be constructed to City Design Standards. (d) Developer will construct collector streets with at least 8 inches thick roller compacted concrete. All residential local streets smaller than a collector street will be constructed with at least 7 inches thick roller compacted concrete. (e) Prior to installation of the RCC pavement, the Engineer of Record and the Geotechnical Engineer must review and approve all material submittals associated with RCC pavement prepared by the general contractor, and provide reviewed and approved submittal copies to the City. (f) Prior to installation of the RCC pavement, Developer shall submit the experience record of the RCC pavement operators and installers to the City Engineer for review. All contractors involved with the construction operations of the RCC pavement, including maintenance, repair, and replacement, must have at least five (5) years' experience in the day-to-day installation, field management, and oversight of RCC pavement projects and meet all insurance and indemnification requirements of the City Contract under which the original RCC pavement was constructed, unless modified by mutual agreement. Associated Insurance Certificates shall be submitted to the City prior to beginning work (g) Prior to installation of RCC pavement, Developer shall obtain approval of construction engineering plans from the City Engineer. (h) Prior to the acceptance of roadway improvements, the Developer's Engineer of Record must submit record drawings to the City certifying that the RCC pavement was constructed in strict accordance with the approved construction drawings and technical specifications. The authorization to utilize RCC pavement per this Agreement and the Pilot Program is limited to the King's Landing Subdivision. The City may terminate this Authorization to use RCC pavement at any time for any reason and require future streets within Kings Landing subdivision be constructed with rebar-reinforced portland cement concrete pavement meeting City Design Standards. Section 3. 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. Within King's Landing Unit 11, the Developer must complete the Lady Alexa Drive (formerly Iron Throne Drive) and Castle Black Drive within 24 calendar months from the date this document is executed by the City. Time is of the essence in the performance of this contract. Section 4. DEVELOPER PARTICIPATION. Subject to the terms of this Agreement, the Developer will construct Lady Alexa Drive (formerly Iron Throne Drive) and Castle Black Drive C-3 collector streets with at least 8-inch thick RCC pavement per Exhibit 2 and Exhibit 3, for and on behalf of the City in Participation Agreement Subject to Pilot Program for Roller Compacted Concrete Roadway Improvements Agreement Page 2 of 12 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 Roadway Improvements, which estimate is attached to and incorporated in this Agreement as Exhibit 4 (the "Cost Estimate"). Subject to the limitations set forth below, the Developer shall pay a portion of the construction costs of Lady Alexa Drive (formerly Iron Throne Drive) and Castle Black Drive. Section 5. CITY PARTICIPATION. Notwithstanding any other provision of this Agreement, the total amount that the City shall pay for the City's agreed share of the actual costs of the Lady Alexa Drive (formerly Iron Throne Drive) and Castle Black Drive shall not exceed $944,506.80. Section 6. REIMBURSEMENT. The Developer shall be responsible for the entire up-front expenses of the Roadway Improvements for Lady Alexa Drive (formerly Iron Throne Drive) and Castle Black Drive. The City shall reimburse the Developer upon completion of all Roadway Improvements within Kings Landing Unit 11 contingent upon the certificate of acceptance issued by the City Engineer, sworn certification on City form that the Developer has paid all contractors and subcontractors in full, and presentment of the maintenance bond. Such reimbursement will be payable to the Developer at the address in the Notice Section of this Agreement. Section 7. PERFORMANCE AND PAYMENT BOND. Before beginning the work that is the subject of this Agreement, Developer shall provide (or cause its Contractor to provide) the City with a performance bond and a payment bond on City's approved Performance and Payment Bond forms, said forms attached hereto and labeled as Exhibit 5 and Exhibit 6, in accordance with and in satisfaction of Section 212.073 of the Texas Local Government Code in the estimated amount of the construction costs for Lady Alexa Drive (formerly Iron Throne Drive) and Castle Black Drive, reflecting City as Obligee thereunder. Bonds furnished must meet the requirements of Texas Insurance Code 3503, Texas Government Code 2253, and all other applicable laws and regulations. The amount of the performance and payment bonds shall be the full cost of to construct Lady Alexa Drive (formerly Iron Throne Drive)and Castle Black Drive to ensure the completion of the project. Section 8. MAINTENANCE. (a) During the period of at least 7 years following acceptance of roadway improvements, all maintenance and repairs of the Roadway Improvements in the King's Landing subdivision Unit 11 will be performed entirely and exclusively by Developer. Failure of the Developer to promptly complete all maintenance and repairs of all streets in this subdivision will be a violation and breach of this agreement. The Developer shall complete all such maintenance or repairs of the streets within 120 days after being requested in writing to do so by the City Engineer. (b) Any deficiencies occurring during the Maintenance Period shall be immediately repaired at Developer's sole expense in accordance with the repair and replacement descriptions below and in accordance with the Pilot Program. Deficiencies requiring repair shall include: 1.Minor Cracks. any crack greater than 1/8-inch and less than '/4-inch other than cut joints; 2.Minor Differential Vertical Separation. any differential vertical separation between RCC pavement panels equal to or less than 1/8-inch across the joint; Participation Agreement Subject to Pilot Program for Roller Compacted Concrete Roadway Improvements Agreement Page 3 of 12 3.Minor Spalling. any spalling, honeycombing, or other defects less than 2 square feet or less than 1-inch deep; 4. Minor Curb Separation. any separation of RCC pavement from curb and gutter equal to or less than-1/8 inch; and 5.Joint Sealant. any separated, cracked, or missing joint sealants. (c) Repairs shall include: 1.Minor Cracks. Any crack greater than 1/8-inch and less than 1/4-inch width shall be sealed with a City-approved flowable elastomeric pavement crack sealant (Sikaflex or equal). Minor cracks will not include any differential vertical movement (up-down)greater than 1/8-inch across the joint. 2.Minor Differential Vertical Separation. Any differential vertical separation between RCC pavement panels equal to or less than 1/8-inch across the joint shall be diamond grinded to eliminate differential vertical separation. 3.Minor Spalling. Any surface spalling of areas less than 2 square feet or less than 1- inch deep shall be high-pressure wash prepared to remove all dirt, debris, and loose material, prepared with a bonding agent, and filled with a low-shrink epoxy modified grout. 4. Minor Curb Separation. Any separation of RCC pavement from curb and gutter equal to or less than 1/8-inch shall be sealed with a City-approved flowable elastomeric pavement crack sealant (Sikaflex or equal). 5.Joint Sealant. Any separated, cracked, or missing joint sealants shall be cut out and replaced with new elastomeric joint sealant (Sikaflex or equal) following high-pressure wash joint cleaning. (d) During the first 7 years following acceptance of RCC pavement roadway improvements, the City will not complete any maintenance or repairs of RCC pavement Roadway Improvements. The City Manager is prohibited from authorizing city staff from making any repairs during the first 7 years following acceptance of RCC pavement roadway improvements. (e) Developer shall notify the City Engineer prior to repair to allow for inspection and approval of repair work. (f) The City Engineer will be the final authority in determining deficiencies and level of deficiencies of RCC pavement. Section 9. REPLACEMENT. (a) During the period of at least 10 years following acceptance of roadway improvements, the Developer shall replace RCC panels with deficiencies identified in this section. All replacement of RCC panels in the Kings Landing subdivision will be performed entirely and exclusively by Developer at Developer's sole expense. The Developer shall complete all such replacement of the street panels within 120 days after being requested in writing to do so by the City Engineer. Participation Agreement Subject to Pilot Program for Roller Compacted Concrete Roadway Improvements Agreement Page 4 of 12 (b) Deficiencies requiring replacement shall include: 1. Major Cracks. any panel with a crack across 50% of the length or width of the panel and greater than 1/4-inch at any point in the crack; 2. Major Differential Vertical Separation. any differential vertical separation between panels greater than 1/8-inch; 3. Major Curb Separation. separation of RCC pavement panel from curb and gutter greater than 1/8-inch; 4.. Uncontrolled Cracking. a RCC pavement panel with more than one uncontrolled crack; and 5. Major Spalling. any spalling, honeycombing, or other defects greater than 2 square feet or more than 1-inch deep. (c) Replacements shall include: 1. Major Cracks. Any RCC pavement panel with a crack greater than '/4-inch width across 50% of the length or width of the panel will be replaced with new RCC pavement panel or traditional rebar-reinforced portland cement concrete pavement with sealed perimeter construction joints. 2. Major Differential Vertical Separation. Any differential vertical separation between RCC panels at any location with differential movement (up-down) greater than 1/8-inch across shall be replaced with new RCC pavement panel or traditional rebar-reinforced portland cement concrete pavement with sealed perimeter construction joints. 3. Major Curb Separation. Any RCC pavement panel with separation from curb and gutter more than 1/8-inch shall be replaced with RCC pavement panel or traditional rebar-reinforced portland cement concrete pavement with sealed perimeter construction joints in a manner that keeps the original alignment oOf the curb and gutter. 4. Uncontrolled Cracking. Any RCC pavement panel with more than one uncontrolled crack will be replaced with new RCC pavement panel or traditional rebar-reinforced portland cement concrete pavement with sealed perimeter construction joints. 5. Major Spalling. Any RCC pavement panel with surface spalling of areas greater than 2 square feet or more than 1-inch deep shall be replaced with RCC pavement panel or traditional rebar-reinforced portland cement concrete pavement with sealed perimeter construction joints. (d). Saw cut. Any panel being replaced shall be saw cut out to the nearest adjacent contraction or expansion joints and replaced. (e) RCC Pavement System Failure. In the event of major cracking or major spalling deficiencies of more than 30% of RCC pavement panels on a street within the first 7 years, the City may in its sole determination and discretion require the removal and replacement of all RCC pavement panels within the subject street, both deficient and non-deficient RCC pavement panels, with traditional rebar- Participation Agreement Subject to Pilot Program for Roller Compacted Concrete Roadway Improvements Agreement Page 5 of 12 reinforced portland cement concrete pavement meeting City specifications.Any such roadway segment replacement will be at the Developer's cost. (f) Developer shall notify the City Engineer prior to replacement of RCC pavement panels to allow for inspection and approval of replacement work. (g) The City Engineer will be the final authority in determining deficiencies and level of deficiencies of RCC pavement. Section 10. WARRANTY. The Developer shall fully warrant the workmanship and construction of the Roadway Improvements within the King Landing Subdivision for a period of 10 years from and after the date of acceptance of the Roadway Improvements by the City Engineer. Upon notice by City of any defects and faults in materials, workmanship and design, Developer shall promptly, but no later than 120 days after notice, correct such defects and/or faults to the satisfaction of the City. Section 11. CONSTRUCTION. The planned Roadway Improvements shall be constructed in accordance with the Pilot Program, approved Plans, Geotechnical Engineering Reports, and related specifications and industry standard practices. Section 12. INSPECTIONS. (a)Throughout construction, the City may conduct periodic inspections and either approve the progress of the Roadway Improvements or promptly notify the Developer of any defect, deficiency, or other non-approved condition in the progress of the Roadway Improvements. (b)Following completion of the Roadway Improvements, the City may conduct periodic inspections of the Roadway Improvements and will promptly notify the Developer of any defects and faults in materials, workmanship, and design. (c)The Developer or its representative shall attend quarterly site inspections with the City during the first 3 years of the warranty period to observe the RCC pavement and identify and document any needed repairs or replacements. After the first 3 years of quarterly inspections, inspections shall be every 6 months thereafter until the 10 year of warranty is met. The City will develop an associated Required Repair or Replacement plan following inspection, provided to the Developer for execution. All identified repairs or replacements shall be completed within 120 days of that plan unless the Developer and its approved contractor are delayed by force majeure or other events beyond its control. Section 13. INDEMNIFICATION. 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 Roadway Improvements within the Kings Landing Subdivision, 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 Participation Agreement Subject to Pilot Program for Roller Compacted Concrete Roadway Improvements Agreement Page 6 of 12 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 survives the termination of this Agreement. Section 14. DEFAULT. The following events shall constitute default: (a). Developer fails to submit plans and specifications for the Roadway Improvements to the City Engineer in advance of construction. (b). Developer does not reasonably pursue construction of the Roadway Improvements under the approved plans and specifications. (c). Developer fails to complete construction of the Lady Alexa Drive (formerly Iron Throne Drive) and Castle Black Drive under the approved plans and specifications within 24 months. (d). Developer fails to perform warranty work. (e). Either the City or the Developer fails to comply with its duties or obligations under this Agreement. Section 15. 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 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 fail to perform any obligation or duty of this Agreement, the City shall give notice to the Developer, at the address stated in Notice Section of this agreement, 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. (e). 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: 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. Bring Suit to enforce any provision of this agreement including the obligations to repair and replace. Participation Agreement Subject to Pilot Program for Roller Compacted Concrete Roadway Improvements Agreement Page 7 of 12 (f). 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 16. FORCE MAJEURE. (a). The term "force majeure" as employed in this Agreement means and refers to acts of God; acts of a public enemy; insurrections; riots; epidemics; landslides; earthquakes; fires; hurricanes; explosions; or other causes not reasonably within the control of the party claiming the inability. (b). If, by reason of force majeure that is not known or reasonably anticipated at the time of this agreement, 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 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 17. 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: If to the City: If to the Developer: City of Corpus Christi MPM Development, L.P. Attn: Director, Development Services Attn: Moses Mostaghasi 2406 Leopard Street PO Box 331308 Corpus Christi, TX 78401 Corpus Christi, TX 78401 with a copy to: City of Corpus Christi Attn: City Engineer P. O. Box 9277 Corpus Christi, TX 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, in accordance with the provisions of this section, within five business days of the change. Section 18. PROJECT CONTRACTS. Developer's contracts with the professional engineer for the preparation of the plans and specifications for the construction of the Roadway Improvements, contracts for testing services, and contracts with the contractor for the construction of the Roadway Improvements must provide that the City is a third-party beneficiary of each contract. Participation Agreement Subject to Pilot Program for Roller Compacted Concrete Roadway Improvements Agreement Page 8 of 12 Section 19. DISCLOSURE OF INTEREST. In compliance with Corpus Christi Code Sec. 2-249, the Developer agrees to complete the Disclosure of Interests form attached to this Agreement and incorporated by reference as Exhibit 7. Section 20. 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: (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 21. 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 22. 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 23. COOPERATION. The Parties agree to cooperate at all times in good faith to effectuate the purposes and intent of this Agreement. Section 24. ENTIRE AGREEMENT. Except as otherwise expressly provided herein, this Agreement contains the entire agreement of the Parties regarding the sharing of costs for the Roadway Improvements. It supersedes all prior or contemporaneous understandings or oral or written representations regarding the subject matter hereof. Section 25. AMENDMENTS. Any amendment of this Agreement must be in writing and shall be effective if signed by the authorized representatives of both Parties. Participation Agreement Subject to Pilot Program for Roller Compacted Concrete Roadway Improvements Agreement Page 9 of 12 Section 26. APPLICABLE LAW; VENUE. This Agreement shall be construed in accordance with the laws of the State of Texas. Venue for any action arising hereunder shall be in Nueces County, Texas. Section 27. AUTHORITY. Each Party represents and warrants that it has the full right, power, and authority to execute this Agreement. Section 28. INDEPENDENT CONTRACTOR. Developer covenants and agrees that it is an independent contractor, not an officer, agent, servant, or employee of the City. 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. The doctrine of respondent superior shall not apply between City and Developer, its officers, agents, employees, contractors, subcontractors, and consultants. Nothing herein shall be construed as creating a partnership or joint enterprise between City and Developer. Section 29. 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 the said budget. It is within the sole discretion of the City's City Council to determine whether 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 30. WAIVER OF TRIAL BY JURY. City and Developer 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 Contract, to proceed with a trial before the court, unless both parties subsequently agree otherwise in writing. Section 31. ATTORNEY FEES. In the event that any action is instituted by City to enforce or interpret any of the terms hereof, City shall be entitled to be paid all court costs and expenses, including reasonable attorneys' fees, incurred by City with respect to such action, unless as a part of such action, the court of competent jurisdiction determines that each of the material assertions made by City as a basis for such action were not made in good faith or were frivolous. In the event of an action instituted by or in the name of the Developer under this Agreement or to enforce or interpret any of the terms of this Agreement, City shall be entitled to be paid all court costs and expenses, including attorneys' fees, incurred by City in defense of such action (including with respect to City's counterclaims and cross- claims made in such action), unless as a part of such action the court determines that each of City's material defenses to such action were made in bad faith or were frivolous. Section 32. NO WAIVER. The failure of the City to insist upon strict adherence to any term of this agreement on any occasion shall not be considered a waiver of any of the City's rights under this agreement or deprive the City of the right thereafter to insist upon strict adherence to that term or any other term of this agreement. Section 33. PILOT PROGRAM FOR RCC ROADWAY IMPROVEMENTS Public Improvements shall be designed and constructed in compliance with Pilot Program for Roller Compacted Concrete Roadway Improvements Agreement, as amended. Maintenance and warranty for Public Improvements will be provided in accordance with the Pilot Program for Roller Compacted Concrete Roadway Improvements agreement, as amended. Any conflict between this agreement and the Pilot Program for Roller Compacted Concrete Roadway Improvements agreement, the Pilot Program for Roller Compacted Concrete Roadway Improvements agreement shall control. Participation Agreement Subject to Pilot Program for Roller Compacted Concrete Roadway Improvements Agreement Page 10 of 12 Exhibits Attached and Incorporated by Reference: Exhibit 1 — Plat— King's Landing Unit 11 Exhibit 2 — Public Improvement Plans — King Landing Unit 11 Exhibit 3 — Geotechnical Report (Specific to Kings Landing Unit 11) Exhibit 4 — Cost Estimate Exhibit 5 — Performance Bond Exhibit 6 — Payment Bond Exhibit 7 — Disclosure of Interest Incorporated by Reference Only: Pilot Program for Roller Compacted Concrete Roadway Improvements Agreement (referred to in this Agreement as "Pilot Program") Participation Agreement Subject to Pilot Program for Roller Compacted Concrete Roadway Improvements Agreement Page 11 of 12 DEVELOPER: MPM Development, LP Moses Mostaghasi Date General Partner ATTEST: CITY OF CORPUS CHRISTI: Rebecca Huerta Michael Dice City Secretary Director of Development Services APPROVED AS TO LEGAL FORM: Buck Brice (Date) Deputy City Attorney For City Attorney Participation Agreement Subject to Pilot Program for Roller Compacted Concrete Roadway Improvements Agreement Page 12 of 12 EXHIBIT 1 0S0 CREEK PLAT OF STATE OF TEXAS KING'S LANDING UNIT 11 aA p COUNTY of NUEGES $ A D72 ACRE TRACT OF LAND,MORE OR LESS,A PORTION OF A 293.041 D 500' 1000' 20D0' ACRE OBRACT➢,CDOCN NO.129051482226,0.R. AND A PORTION OF A 130U.570 ACRE L CERTIFY THAT NG ARE,SURIECF TO A LEN HAND OR O 20 R S SCALE.1•-1000 4 EMBMRMFBDW HI THE uTHEE TADDI SAID LANDS SURVEYED AND SUUBUIVI�EOR FORT OF NAMED CU S19 AND SURVEY E ABSTRACTN 9DW"'r"A,"B�EETLCN'T�ME"ASH 'A"E°EE "�R °`°RE CORPUSDRCYHRISTI, NUECESPANCOUNTY, TEXAS N IF NOT PREVIOUSLY OE CATER.PRE HEREBY DEDICATED TO THE PUUOG USE FOREVER x N TX U THAT THIS PUT WAS MADE FOR THE PURPOSES OF DESCRP_AND DEUCATION, S I TE" DF BASS & WELSH ENGINEERING 0MP�o°rdA'T°s„;9'S �= R26 p N TX SURVEY REG. NO 100027-00,TX ENGINEERING 05 NO.�24➢Oa L HaEc JscALE I•-6a a➢vx REG. NO. F-52, 3054 S.ALAMEDA STREET, E 9 - M BR. MOSSA MaSTACH GENERAL PARTNER CORPUS CHRISTI,TEXAS 78404 SHEET 1 OF D Y You IT. AFcO C ➢ STAY $ ,ACNE n�A'CO RAi ER LAw,s ST. COUNTY IF1NUECES g IRIcO IRIc�oYEry IT THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MOSSA MOSTAGHASI,GENERAL CHLOE AY T TAPAITHIDN IT PANMER OF MPM DEVELOPMENT,TE a NAT ILI THIS THE DAT 20 GRIDOWITIMI STATE OF TEXAS IOTARY PUBLIC IN AND FOR THE STAR' L r XNIA IA JET CLAUDIA IT IAITTYl LN $ STATE OF TEXAS g COUNTY 0 NUEGES ® STATE OF TEXAS 9�NN ~ ON M.WELSH.REGISTERED P OFESSIGNAL IAND SURVEYOR OF GAGS& GIN ERUINAUGE HEREBY CERTIFY THAT THE FOREGOING PREPARED FROM AH COUNTY OF NUEGES $ SURV THE GROUND UNDER MY DIRECTION. THE FINAL PT BY THE THIS THE DAY OF SUS DEPARTMENT OF DEVELOPMENT SERVICES OF TTHHEEPCITY OI CORE. ORE IF THE HEREIN IEMCRIIEC PERTY WAS AIPRSCHURI"II TEXAS 43� � Ea a0' NIXON M. WELSH,RPLS N0. 2211 DEVELOPMENT SERVICES ENGINEER u DATE LOCATION MAP STATE OF TEXAS $ GOT-OF NIECES 4 HE FINAL PUT OF THE HEREIN DEscRIBED PROPERTY WAS PPPRDVED IN BEHALF OF LEGEND: THE cnv of cGRPus cHRISTI,TEXAS,BY THE IANN NO CAMMISSION. DE E STATE Of TEXAS $ THIS THE DAY OF 2G� DRANAG EASEMENT COUNTY OF NUEGES DEED REDO S,"I El CO.,T% WE. (NAME).HEREBY CERTIFY THAT WE ARE THE HOLDERS OF M.R. MAP RECORDS.NUEGES CO..TX A LIEN ON THE UNO EIVISIONEnNOI OEOICATiOGOFOR THE PURPOSES THE TO EDDCxDSIOERATIONSHIT MICHAEL FORK MICHAIT DICE °.R. OFFICIAL RECORDS,NUEGES CO.,Tx APR TI IREI FXPRElES HE unuTY EA EMCNT BY. TmE. 1. SET 5/8'IRONHERE POSSIBLE AT ALL LOT CORNERS;WHERE NOT POSSI'LEi 5/BWIR MARKS AT LOT STATE TEXAS $ �IBNGI EERNIR US SET CONTAIN PIASTIC CAPS LABELED GOUNry OF MO.. $ STATE OF TEXAS $ BASS SAND WELSH E N LNG.°SR05ET LS CHISEL COUNTY OF NUEGES $ 2. THE RECEMNG.WATER FOR THE STO HIS RM W�5 RUNOFF FROM THIS PROPERTY IS THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY (NAME), CREEK EEK BUHE TIEDRECOGNIT CLASS HE IC LIFE USE FOR ,XARA SANG$,CLERK OF THE COUNTY COURT TN AND FOR SAID COUNTY, ExW050 MBgENrALTY SENSITIVE (TITLE).OF THE B. CREEK FL E TcfQ R� E AQUATIC LIFEWUSE RFOR THE INTO THE AS EXC n TA`A`LL'AND THIS THE DAY OF 20� W HEREBY CERTIFY THAT lHE FOREGOING INSTRUMENT DATED THE "DO�ERIEWATERS'AND CATEGORIZED THE RECEIVING WATER AS ECGN T DAY OF 20 WITH ITS CERTIFICATE OF RECREATION•USE. AUTHENTICATION,was FILED FOR RECORD IN MY OFFICE THE DAY 3, RHHEE BASS OF BEARINGS IS THE STATE OF TEXAS LAMBERT GRID,SOUTH ZONE. 1983 NOT1THE SiaiEBOF TEXASAAC FOR OF 21_AT O'CLOCK .M., SUBJECT SITE IS IN FE FEMA ZONE% AND DULY RECORDED THE DAY OF 2C AT ° OTHER NFLOOD AREAS AS SHOWN,MAP NOO 4E355CO505GR(10/13/2D22). O'CLOCK_M.IN THE MAP RECORDS OF SAID COUNTY IN ME RE COFNOIN2 ➢A 0 TNVDLDM PAGE�N$TRGMENT NUMBER ORTTON OF A T30,5 RA O MY ONE AND SEA OF THE COUNTY COURT IN D FOR SAID COUNTY AT )gD N SURVEYRE3TRAOF RETNGAATPORTICIN OF SUR PNEO ABSTRACT OFFlCE"N CORPUS RISTI, CES COUNTY.TEXAS, DAY AND YEAR A 9,ABSTRACT 52 UST WRITTEN. SRR[GATI0N2C0MPANY,NUEGES CO.,TX. E TOW SLATTED AREA CONTAINS DUS072 ACRES OF LAND INCLUDING STREET BY DEPUTY KARA S MIG,CLERK EDICKTON NUEL 5 co Ntt B THE YARD REQUIREMENT,AS DEPICTED Is A REQUIREMENT OF THE UNIFIED .TEXAS DEVELOPMENT CODE AND IS SUBJECT TO CHANGE AS THE ZONING MAY CHANGE. ALL DRIVEWAYS TO RE E D COLLECTOR PUBLIC STREETS IN THE SUDDVSN SHALL CONFORM TOACCESS MANAGEMENT STANDPRDS OUTLINED IN ARTICLE 7 DN OF THE UDC CL CR 26(a7.50'RON) N89°0 '55'E 1166.30' 94.2s ue 6°.pp' 6s.pp• 6p.° �s'uE 6z.spy —1 op• w oEi E Js.pp• 6z.sa' 6p,.pp uE J 6p is pEi u 6=�• ocr 0 e•o LLY CT — o�. nep�sv sJ•E ° p,pz� N ^' n89.O4'28•E 968 Q '�' N99•a'ze•E zJ9,11' 0 59.Js' —— T JS 00' 63 00' 60 0 0' r 58.00s' 70.00 25 — — �g a-500. � NI lLa ------ 1110' --65— --- -----spE ----I Ne9•p:8•E —3 E— -- n opo sp o--6opo Apo• 3' by o— o R NII SQo og — o ————— — 3' 12J 3.O�_ -p� z9—— — - s o963 pp' s'E ss. 2J N 6p.°°' s EE sp.°° o a '(h neeg s980rEARRB N C4ou ——— naarN sr _—_ _— z o -- -—- - N89 0 2a B E I08 C] T-15 CH 28 19 CB a89�5J p y 00—— ° 63 m— 60 00 60,00 60,00——60 00 60.W 0.Op• E 96s w'E n W' ° _ o .01 — m a P 90 44 ^ —]3 W 55 00',_65,00 s UE J3.00' _I 35 00 S po -----3uE 9w2p — 3uE m �3,m• O6, po O, � I 65 pp __ _ 3'18J, L 30°a N ss,pp_3 —a 9pJ 3———55, — 8Y°.'28•" 2J9,, 3 o N 3as °N z P/ - - - ne9 0aR eLE 400 az -—- N TYRELL ST 40— B -T _—_ - n°9 04 2—°as, O of NO393„ o „89•p4.28'E 27911' 60 _ —— T.00' l 0 00' 35 00 .00 60,00 55 00 .00 £ =I &h Q„ �P ^ ^ "I 3p6E J8p a°p E 3p y PLAT OF �e,od:E� KINGS LANDING UNIT 11 — -2-_-� -_ _°=--6spp_ s•�-3op'J S' 3°5•' L3_,— 3s0p_5 E po0•--55=— 4° — CORPUS CHRISTI, 2e°w s922o' Ow oiB,3 — NUECES COUNTY, TEXAS JeSU vs v.xx,Pixie"ri.Ea,10' ei. 2 ea p v.xx,r. xx,x.a. 6 J BA�SS�& WEELSH° ENGIN E.EERING c - -H' �4 N00°55'32'W 7••50' 16 NB9°04'28"E v "a, 50,00' suevEv n rvuEPEs N80°11'38'E 80�97' S00'S5'32"E co rx nan PEVELPvnErvr LR ———————————— 3 17,93' ° oAua� s6uRv N89°04'28"E/149�89' ❑ 3[P x s.[ uE '. 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T=10-TEM'Z- 9 PUBLIC IMPROVEMENTS 21 ING'S LANDING UNIT TOO 5 P, P, AD PC, K CORPUS DT—TI, lUEDEl DO, IN P 0 0 1" ING AND DRAINAGE PAVING, ..AND PROFILE RM IN PROFILE-SIR GRIENNE CT OR 26 AND CRn26 EXTENDED 1�r\tea vt xs r4�,wAon�. acR zs(4R,wimp �F� rvs 4 `� a xm ➢ c al — — - — a— „ten I m. •Pm N � �s• .m2 m �-- — — a yl y o s —--- >s E r �'` N rPROFILEs ULLv cT/xn o ly ➢ � °` .. ^� � e "� ss LINE A(T N " mm B 35 1+00 2+00 3+00 4+00 5+00 6+DO ] 0 8+00 9+00 3 \a s a7 I� p•a Goal Lfs m ® — \ -------- - a _ o z pv. 5 d� s m rt sir• _.itE- a g . in.m _ �o ----. 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DETAIL ROOM ex «,wxr: ecws am„rs nr axr uumxzu RCCP(ROLLER COMPACTED CONCRETE PA NG)NOTES SUPPLEMENTAL REOU REMENIS RECARDNG °r w iuwi�n ai w"anw rn"uFdnzmcF i� °E°"m LF/PORT a vcancxL mx mom c.�r.r..mc.mµxm.mm wu.,rmm M�ww�w ov e.E,cr. ® n LONGITUDINAL DR TRANSVERSE SAWN Excaxs oN CO IT oETa a' g CONSTRUCTION JOINT . Aww.wo cw.x.sv�„zm n.m.,mx xuaxc.x,wi.ixx.wruem�wwxax...wx,r,mm. mwwuw. ' . umm xcw rmxaxa� om wwwvwwwm. ,°""'°wmw.w.w.w�.wx.,ns 6�q as xm..m crr xmv. aaar as,.roa m*."r .a. . . Px�oxmT"a'm —INC ..x.�..xw,.xx,..o„a.w�.xx.. .,�. .. TvvcA. Pn ND uae Nc HFnorn TVPcaL RccP STREET SECTION hte 'tok ccorecxry uLexe neeR xc RePORr _, �����,�.„„� ..o..rt x c mma uonsnwmam sway _ - a.ama o,�a,.. '^• ow,«c,om x�m,xc� mw,w wx"rx.T�x,n aomwuau ww m°> .x .o5�.e � PM oa'i:3wa ttP CAI PccP P.j—xo. xrs REST SFcnoN zA.max x,owow,r.xaox.oim ExPANs DN Jory COP Pai,.x�an owmi.xmw no rmxw<wF rolwz TYPICAL RCCP STREET SECTION— OW mmusWWl,ievs,me53 .mn .en.m�ww..wx PCCP CONTRACT N(SAWN)LONT D—IL a� aom um umu,wrs(w*> Tx x �mm zm,z orr nn,flr p SSA 0 WELSH E E"NNG xF I— PUBLIC IMPROVEMENTS T ONE'S LANDIN6 UNIT 11 oi"`�nr.Y°xLrvOza xmwn CORPUS CHR STI,NUECES CO,Tx __ nuc.xxw aa.m�wx,wr- n"x"' PCCP AND RCCP PAVEMENT DETAILS TYPICAL IIIDETAIL AND SIDEWALK DETAILS wm-o,:mr omar.Mw,w om�e&ooxrso�TMPICAL RCCP STREET SECTION—J5'ROW FOR MANHOLES - --------se•oeTze•u s9z—io' --� �— — boa' •T �as3'� a » scnL - BISS&WELSH ENGINEERING S PUBL IC(IMPROVEMENTS T KING'S LPN➢I NG UNIT 11 CORPUS LHRIST I, NUEGES GO., TX PEEP AND REEP JOINTING PLAN Ram ERE Oa (D 4 �;� — — — ——�i �p�a� ® I Ilv®y gg A A 7 'S91-0,1.'21 W 10fB.,p,I fln, EMSS&WELSH ENGINEERING N PIJB=L'0=71�UE�NMEE 1. .1 .T- �C IM PTIVEMENTSX TO "NS$LANDING UNIT It CORPUS CHRISTI, NUECES CO, TX PCCP AND RCCP JOINTING PLAN IS \ x5, R_— _ _ ��wn POL WTIUN PREVENT[ON NO.4 _ —=� _ S R 6. it =MJ LZIP'.." Sr-- -————-- ————f CNTRCLB TI—L -Mb W Flo -LE I- W_H ENGINEERING T,A- C..- LE_ IMPROV ME NTS TO KING'S L AN'I ING UNIT 11 CORPUS ITRIST 1, NUEEEG CO., TX STORM WATER POLLUTION PREVENTION PLAN SHEET I OF 3 TIM COT. T-1 A,-I 4S,O §9 NBs SASS&,WELSH ENGI NEEPING nR ..W.RW. N goy PUBLIC IMPROVEMEN S TO ......LANDING UNIT 11 _C011 CIRISTI, IUECIS CO Tk STORM WATER POLLUTION PREVENTION PLAN SHEET 2 OF 3 r.'r SITE DESCRIPTION EROSION AND SEDIMENT CONTROLS —E-111TID": IINIL1111111TII 1111111IN,Tll 11 NLE. 11HI SOIL STABILIMTJON PRACTICES.' ND—IN.1111—LI T.1� I.IL DDHEEDN.—: X I=1.11011NI.DI WM�MNT.MMM INLEFE I —E. SOL 1—INTION 81 INDE-1. "T" —1'�Ul�'T'V.l 11— 1 1101 ON ORl 01 MN�ORDE ON .1 T. F.-R—I NE .EGHTED RENOFF WELL C EN DIH,.III MIN.111 MM"Er'LlIVIM ga I"THE I—-E--THE—RT.1 ,E,coxsrR sox 1 1 DD TlIN zl $T NO CONDIH F"'L�-A- �l I�-TIN TIATW�M." IEDNI IN 111TN MO,ND IEIIFITI E =Ul III AMTTn�_ gITE IF wcroaw cuvI TI ILD—. TlAQ.W%X%=N,—IT LLWR&P LTI—I.N. I LT FEEl S L, — E- -1 IF111N. EIN 1—D..NTEK�;1,1�IR II ALL WIT- —L 81 WD I—NE-lEIUENCl IF ION—TIDIN(score—NEl I :D"l.D—1....INITILD. swlrnm WASTE. "'E 1111 lElllLl TIE MEI ITTll�.11 E PAND FLE.. I III F EEDEE'.1 —111D I1IN I�T =E —,I 11L Nl. I N—R-1 D111 I AND .1—ED 1..1 EFIND.—EI E.— -MD W Tll W=�A='O"=MN%01 IT IOLL TI. .—OND TH.AIE IF THE AN E11 T A— T.1-1.Npl TTIF.' RE III ENT �l 2 M E.I TE' STE4�01..) dI ELEVATION PLACEMENT FOR BALED HAY FILTER DAMS r a(OFL) -4-MIN N'T 8E 1"ftD.VIELST.E."I I�E 11 ��,= '". � 'E.1 RENTOMWE —IT,T SECTION A A MATER_ NT PI—I I.PE.ENI TH) SEDIMENT CONTROL FENCE e y I- I UNIT 11 CORPU S RISTIL N CO..TX OCA��QN MAP STORM WATER POLLUTION PREVENTION PLNJ SHEFF I IF I TRIANGDLAR]LIPBASE INSTALLATION GENERAL REDDIREMENT] CROSSWALK TNGS SJNEETNAIE �� m ��...^. `_��«;�• ]Name I i0000ul 1 � ;=mow�.;•;=". WOOL � s IY+ ss _ e T64 CONCRETE ANCNGR cmasw.r�o°T a SUNGIGN NNM,ING DETAILS ]WLL ROADSIDE]ION] ^ � TRIAXRRAR AIPRN]F SYSTFY • ."@."-°"' 'F�°G4 ^ REOITRENENTG FOR RED BAOXGROOND REDOIREIENTS Fpi RNITE BACXGRGUND 0R REGULA1VSIGNS REGULATDRV SIGNS �a �w���n pppp 22�7 -.k�. - ""•°'°�"'+.'• ,..in». E A D _.,.. dL .� SPEED STOP M I� 1pi[ LIMIT .m.-.. "w......-.�° IE' .`-. +,'�>-m,.°n�;r,""ro..." 9'E.-STREET NAME BI END WRING WAY _ ..e. pf� ,nave varies r.�-� ._..............:_. NEW 9'W/�FP➢ENS OR NO OURfT SIGNAGE �L REOYIRENENiS FOR RARNINE Sltl!] RFOUIREIENTS FOR SCxOOL SIGNS 11 g ♦ D auoT °urwm e anuum e ° LF ON �... � EGGIRG �LE �ALa„ TYPIDY.$EGN .veo �- ..e..w -— - ,• RFOLIRFEENTS Mw .- 15RIA1-1] MICAL GROUND MOUNTED SIGN RACDAEM ..w�rwi.r.o, J .,, l�pJ��• 06/03/R5 &55 AND WELSH ENGINEERING PUBLIC IMPROVEMENTS TO NI N INIDING UNIT 11 N CORPUS CNRISTI,NIECES CO.,TX ^ TXGOT&CITY SIGN AND PAVEMENT MARKING REQUIREMENTS AND DETAILS �v aw; °s,rE o ln°ea I. Ioo ar maaarea wen rear I elan 5 63rts Ralls(F531- n i631 or i691Li (RnC)slerMare sheet/ar slrucNres wRn erlape r�/one. 6 e, Wop an0aeo[tam)or Bars ars ars CQ O Fo nou[arse a rail,aonshus[L'uros no more enan T aeove a fz a0(TYp) _ ___ _ _ __ aears O ars N O Fu made In ua YlYles and na aeol[,onal somcensal,on wll,he allaweo/or M,y work. Pas[RVpI o V ars R ma,neam mvr.For curbs ess roan 3 nI, ears l:N.V he omrttee. gw oIIIF all napla AMnorapaI�.e(RAI)slaaaar;ahYlare/erred ,RaNam1 oa.era 6 t c a -- -- - 1 12 - iwi YpIlL, Is' Z rs a HE Yza -- wWRla meL�Yplern) x W ( F 7� R F bars o� Bars FZ I ears FI(6oY(oml BOTTOM SLAB TOP—2 TYPICAL SECTION PART PLANS CONSTRUCTION NOTES: 121 ear,r eve ea aae z ma a rr aee. ' "I'll,ear,c aaw o mar he MATERIALS NOTES rz 2'tl v„ I/e(era9�.600�llo lar�culver[wearreloaneecure.z 3x "O TABLE S PruM°areee oapo A°Nro Lxfo-6 ml e s e r,ranoa:ror me a e/ m neo praae t i Ogrraaaewav:laps) BAR DfMENION5 GENERAL NOTES: -- all(NC-No)pstanearoe a y' (see coxsrRucrlory a y SECTION THRU CURB 11.93 LOAO)NG SHEET I Of 2 w ee MULTIPLE BOX CULVERTS ' CAST-IN-PLACE 0� � T-O„SPAN BARS C BARS O BARS Z BARS Y BARS K(#A) 2'TO 23'FILL (spa=I'-m Nasl MC-7-23 a.mmn eT:oe DASS AND WELSH ENGINEERIINNGl. � ,M rtL PUBLIC aIMPROVEMENTS TO EO NINES—DINGEUNT 11 CORPUS CHRST N CES CO. T% twp TXOOT MUTT PLE BOX CULVERT DETN LS Qf�,ONi STEEL 1 OF 2 /oL/Es $ SECTION BILLS OF REINFORCING STEEL(For Box Length=40 feet) QUANTITIES DIMENSIONS Bars B Bars C b O Bars E Bars Fl—#4 Bars F2—#4 Bars N—#4 Bars Y 6 Z—#4 Bars H Bars K oer Fool CarE Total 4-#4 /Barrel :g F 5 H _ Len9tE _ _ Len9tE N LengfE W No.„Len9<h o Len9tY, W No.N LengtE W t Conc Conc Ren/Conc (CY) (LE) (CY)(LE) ICY) (I _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - t.z "' z III to >5�s' B Y rz15 IpB s'III oa N 3a Ill at3 r3 s r 0' a' 6] P 1380 >' 6 r 9 e T SaoN, I s s a 9 r 1549 z s Izzs r _ _ _ _ - s r o^ r o^ t9' s s a' 9 z I,s49 3" I zzs 1. #a s t4 a' zssz is to 3s 9 39a t/La sa a m r m Im a' tos as 9' 3I' t so42 taz"s 9 r I,sa9 3" Izzs toe#a a zl a' saes zo ta^39 v sat too le 39 B zass ez Ir 9 - n4 9'a s3o o - r II,sa v'�zs a - a C' 9 z > a to s a 9 is t zs 6 9 z s. _ ;E t Yh 3- z 9 s o to" &' aa 9' z3' 3z99 taz b. to-z' i�t T-s' �zzs- 6 9' t4 a z35z is iB 39 B 39B es 18 zsc ez �r s'a zra az iz 4-r-o^ s'-o' to° e" laeaa 9' ?I' r' s.a4z tat xs a' to z" I,tte I-3" I,zzs ioe#a g zl s 5,4ea zB ra 39 B sal tto ta' 9 B'Lgzl az Iz' s'-a' na 42 31 J- 432 371 aRa _ _ _ _ 131� ;1,22LI _ _ _ _ _ _ _8,2 IS IN A- I IN -_ - 4_ z- - - #she' - v'�zs- - - - - - L> A IN - B'135 o < - aq HL93 LOADING SHEET 2 OF 22epee •Opartmam of Tnruportetlen MULTIPLE BOX CULVERTS CAST-IN-PLACE T-0"SPAN 2'TO 23'FILL MC-7-23 �.ADACIS AND WELSH ENGINEERING� W tx eE PUBLxCUSMPROVEMEENTTa'I'l is xdua KN CS LAND NG uN 11 CORPUS RISTI,NUECES CO.,T% T%DOT MULTIPLE DO%CULVERT DETAILS `itls m ss SHEET 2 OF 2 �• ° battam.lab ° �'E Ra, afeF o°,�a<pereINFp��,.e55axaeaal.empaeBe�,Fa ax ppaat.aafosa,ywo.k. - o eia<wb<,<la-I p a xall pama a9<C� M M i FI Tap aaee y lT>"of,� ae Baia) _ TYPICAL SECTION PLAN OF REINF STEEL CONSTRUCTION NOTES: °ooINi MATER(ALs aee NOTES, M may be<ur off or raisee.secs C s may be reversee. Ms O enizeJ eO1i)fNar u-1 OO�e Class iaanLeeur6 swim me k x SIN ons Mp nrr e ,- psi)for top slabs of N�o �Ox O lroaaway slocel - - rlam. GENERAL NOTES: NOTES°xSTxuCTiOx a0.swTs sF an ces per f'aail QSCC'Ms1 staMa,Of e 9 SECTION THRU CURB HL93 LOADING SHEET I gg0�1p�22 1�1 �•D.M.AssasAMTrdOn BOX u'� r SINGCAOSTT-IN-PLACE CULVERTS BARS LE TO 3'FILL C BARS O BARS K(14) lSpa=po'Maxl SCC_5 & 6 ©m<wr Rdm..e...s. x �.A6 TsgrnoAi+Nao mEs¢io¢<NO NuuRmN sm iv �s ar PUBLIC IMPROVE N ENT5�TO E� MduMw KNGS IAND NG UNIT t y� C.RDPus CH"TI,N CES C. TTN CULV EET DEf s SHEET a1M1s/o�/zn - HILLS Of REINFORCING STEEL(For Box Length=40 feet) QUANTITIES SECTION DIMENSIONS R-C 15-B ears M-xe ;�ll I-AN B_ Pp,'= _b T- 4 o z U-II ..'A -I. X.. -I'A I,' II I-— .;P" -A I C'cy�" 'c"-, 'c"�" 1- 1 1-11 SAI 1. 11 11 1-1 114 1- - 11 NC In 11 ;1 114 II 1 1 141 11 ILIII III "A A I. I, I. 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PLAN OF SKEWED ENDS-OVER 15°TO 30.. GENERAL NOTES, sere B"' It romerI.C.n-m-mare sce aranmm,I�ewe r.r eer.na./,t cm F., p .x craven 1n (sc I dw,1. ,tirn .11.ln°'oep` ek wM �-I l H03 LOADING 9 Bars B- eotrom sla4 bTi.wMd gyy.a B.r.a=bwmmal.n SINGLE BOX CULVERTS CAST-IN-PLACE MISCELLANEOUS DETAILS e.lmm, Bare Ez-ewram a Bare B=bwm SCC-MD PLAN OF ANGLE SECTION- PLAN OF ANGLE SECTION- PLAN OF ANGLE SECTION- GJb001 `� 5 FROM 0°TO 15° OVER 15°TO 30° OVER 30°TO 45° p .y kH Tk aEcmPUBLIC EIMPROVE IAENS TO smEfr rcw"s uNoiNc"T II ----. --- E.RP.1 CHaISTI,NUBCEB CO.,T% TOOT B—LE BOX CULVERT MISCELLANEOUS DETAILS s/os/zrs EXHIBIT 3 Lntertek GEOTECHNICAL ENGINEERING REPORT psi Proposed King's Landing Unit 11 Various Streets Corpus Christi, Texas PSI Project No. 03123568-3 PREPARED FOR: MPM Development, LP P.O. Box 331308 Corpus Christi, TX 78463 BY: PROFESSIONAL SERVICE INDUSTRIES, INC. 810 S. Padre Island Dr. Corpus Christi, Texas 78416 Phone: (361) 854-4801 intertekk Professional Service Industries,Inc. I S.Padre Island Drive Corpus Christi,Texas 78416 P Office(361)854-4801 MPM Development, LP P.O. Box 331308 Corpus Christi,TX 78463 Attn: Mr. Moses Mostaghasi RE:GEOTECHNICAL ENGINEERING REPORT PROPOSED KING'S LANDING UNIT 11 VARIOUS STREETS CORPUS CHRISTI,TEXAS PSI Project No.03123568-3 Mr. Mostaghasi: Professional Service Industries, Inc. (PSI), an Intertek company, is pleased to submit this Geotechnical Engineering Report for the referenced project. This report includes the results from the field and laboratory investigation along with recommendations for use in preparation of the appropriate design and construction documents for this project. PSI appreciates the opportunity to provide this Geotechnical Engineering Report and looks forward to continuing participation during the design and construction phases of this project. PSI also has great interest in providing materials testing and inspection services during the construction of this project and will be glad to meet with you to further discuss how we can be of assistance as the project advances. If there are questions pertaining to this report,or if PSI may be of further service, please contact us at your convenience. Respectfully submitted, PROFESSIONAL SERVICE INDUSTRIES, INC. Texas Board of Professional Engineers Certificate of Registration#F003307 r O... DEXTER BACON ...;:.....54560.....::...i Philip L.Johnson, P.E. �jq�'•._ �Q�! Dexter Bacon, P.E. Principal Consultant rlllil N"`E�G� = Chief Engineer Senior Geotechnical Engineer www.intertek.com/building On Proposed King's Landing Unit 11 Subdivision PSI Project No:03123568-3 Corpus Christi,Texas 1.0 PROJECT INFORMATION 1.1 PROJECT AUTHORIZATION Professional Service Industries, Inc. (PSI), an Intertek company, has completed a field exploration and geotechnical evaluation for the proposed King's Landing Unit 11 project. Mr. Moses Mostaghasi representing MPM Development, authorized PSI's services on 6/9/2025 by signing PSI Proposal No. 384952. PSI's proposal contained a proposed scope of work, lump sum fee, and PSI's General Conditions. 1.2 PROJECT DESCRIPTION Based on information provided by the Client, PSI's review of a site plan entitled Public Improvements to King's Landing, and prepared by Bass and Welch Engineering, and the results of this geotechnical investigation,a summary of our understanding of the proposed project is provided in the following General Project Description table. TABLE 1.1:GENERAL PROJECT DESCRIPTION Project Items New streets for a new King's Landing Unit 11 residential development Existing Grade Change within I Relatively Flat Building Pad Area Existing Grade Change within ± 2 feet (estimated from Google Earth) Project Site Area Finished Floor Elevation Not Provided Pavement for Parking and Drives RCC Pavement The geotechnical recommendations presented in this report are based on the available project information, structure locations, and the subsurface materials encountered during the field investigation. If the noted information or assumptions are incorrect, please inform PSI so that the recommendations presented in this report can be amended, as necessary. PSI will not be responsible for the implementation of provided recommendations if not notified of changes in the project. 1.3 PURPOSE AND SCOPE OF SERVICES The purpose of this study is to evaluate the subsurface conditions at the site and develop geotechnical engineering recommendations and guidelines for use in preparing the design and other related construction documents for the proposed project. The scope of services included drilling soil borings, performing laboratory testing, and preparing this geotechnical engineering report. This report briefly outlines the available project information, describes the site and subsurface conditions, and presents the recommendations regarding the following: PAGE 3 '^ Proposed King's Landing Unit 11 Subdivision PSI Project No:03123568-3 Corpus Christi,Texas • General site development and subgrade preparation recommendations; • Estimated potential soil movements associated with collapsing, shrinking and swelling soils and methods to reduce these movements to acceptable levels; • Recommendations for site excavation, fill compaction, and the use of on-site and imported fill material under pavements; • Recommendations for the design and construction considerations for roller compacted concrete (RCC) pavement for the proposed streets; and • Utility design and construction considerations. The scope of services for this geotechnical exploration did not include an environmental, mold nor detailed seismic/fault assessment for determining the presence or absence of wetlands, or hazardous or toxic materials in the soil, bedrock, surface water, groundwater, or air on or below, or around this site. Statements in this report or on the boring logs regarding odors, colors,and unusual or suspicious items or conditions are strictly for informational purposes. PAGE 4 ,^ Proposed King's Landing Unit 11 Subdivision PSI Project No:03123568-3 Corpus Christi,Texas 2.0 SITE AND SUBSURFACE CONDITIONS 2.1 SITE DESCRIPTION The following table provides a generalized description of the existing site conditions based on visual observations during the field activities, as well as other available information. TABLE 2.1:SITE DESCRIPTION Site Location CR 49 and FM 43, Corpus Christi, Nueces County, Texas Site History Farm Land, New Residential Construction Existing Site Ground Cover Grass, weeds Existing Grade/Elevation ± 2 feet (estimated from Google Earth) Changes North: Undeveloped Cultivated Fields Site Boundaries/Neighboring East: London School Development South: Weber Road West: Residential Subdivision Ground Surface Soil Support Good enough for construction vehicles when dry; Poor Capability s when wet 2.2 FIELD EXPLORATION Field exploration for the project consisted of drilling a total of 17 borings. The boring design element, boring labels, approximate depths and drilling footage are provided in the following table. TABLE 2.2: FIELD EXPLORATION SUMMARY Design Element Number of Boring Depth Drilling Footage X Borings (ft) (feet) Pavement 15 10 130 Pavement/Utilities 2 20 40 TOTAL: 17 170 The boring locations were selected by PSI personnel and located in the field using a recreational-grade GPS system. Elevations of the ground surface at the boring locations were not provided and should be surveyed by others prior to construction. The references to elevations of various subsurface strata are based on depths below existing grade at the time of drilling. The approximate boring locations are depicted on the Boring Location Plan provided in the Appendix. PAGE 5 '^ Proposed King's Landing Unit 11 Subdivision PSI Project No:03123568-3 Corpus Christi,Texas TABLE 2.3:FIELD EXPLORATION DESCRIPTION Drilling Equipment Truck-Mounted Drilling Rig Drilling Method Continuous Flight Augers Drilling Procedure Applicable ASTM and PSI Safety Manual Field Testing Hand Penetrometer, Standard Penetration Test (ASTM D1586) Sampling Procedure ASTM D1587/1586 Sampling Frequency Continuously to a Depth of 10 Feet and at 5-foot Intervals Thereafter Frequency of Groundwater During and After Drilling Level Measurements Boring Backfill Procedures Soil Cuttings During field activities, the encountered subsurface conditions were observed, logged, and visually classified (in general accordance with ASTM D2487). Field notes were maintained to summarize soil types and descriptions, water levels, changes in subsurface conditions, and drilling conditions. 2.3 LABORATORY TESTING PROGRAM PSI supplemented the field exploration with a laboratory testing program to determine additional engineering characteristics of the subsurface soils encountered. The laboratory testing program included: TABLE 2.4: LABORATORY TESTING PROGRAM Laboratory Test Procedure Specification Visual Classification ASTM D2488 Moisture Content ASTM D2216 Atterberg Limits ASTM D4318 Material Finer than No. 200 Sieve ASTM D1140 The laboratory testing program was conducted in general accordance with applicable ASTM Test Methods. The results of the laboratory tests are provided on the Boring Logs in the Appendix. Portions of samples not altered or consumed by laboratory testing will be discarded 60 days from the date shown on this report. 2.4 SITE GEOLOGY As shown on the Geologic Atlas of Texas, Corpus Christi Sheet, reprinted in 1975, the site is located in an area where the Beaumont Formation (Qb) is present at or near the ground surface. The Beaumont PAGE 6 '^ Proposed King's Landing Unit 11 Subdivision PSI Project No:03123568-3 Corpus Christi,Texas Formation consists mostly of clay and sand intermixed with gravel. The Beaumont Formation thickness varies from 3 to 10 meters to over 100 meters toward the southeast. 2.5 SUBSURFACE CONDITIONS The results of the field and laboratory investigation have been used to generalize a subsurface profile at the project site. The following subsurface descriptions provide a highlighted generalization of the major subsurface stratification features and material characteristics. TABLE 2.5:GENERALIZED SOIL PROFILE o� Stratum Top Bot. Soil Type LL PI Passing PP (Avg) (ft) (ft) N #200 Sieve 1 0 20 Fat Clay 75 43 88 2.3 Where: LL=Liquid limit(%) PI=Plasticity Index PP—Hand Penetrometer(tsf) The boring logs included in the Appendix should be reviewed for specific information at individual boring locations. The boring logs include soil descriptions, stratifications, locations of the samples, and field and laboratory test data. The descriptions provided on the logs only represent the conditions at that actual boring location; the stratifications represent the approximate boundaries between subsurface materials. The actual transitions between strata may be more gradual and less distinct. Variations will occur and should be expected across the site. 2.5.1 GROUNDWATER INFORMATION Water level measurements were performed during drilling and after completion of drilling. Specific information concerning groundwater is noted on each boring log presented in the Appendix of this report. Groundwater was not encountered during the field investigation of this site. Groundwater levels fluctuate seasonally as a function of rainfall, proximity to creeks, rivers and lakes, the infiltration rate of the soil, seasonal and climatic variations and land usage. In relatively pervious soils, such as sandy soils, the indicated depths are a relatively reliable indicator of groundwater levels. In relatively impervious soils, water levels observed in the borings may not provide a reliable indication of groundwater elevations,even after several days. If a detailed water level evaluation is required, observation wells or piezometers can be installed at the site to monitor water levels. The groundwater levels presented in this report were measured at the time of PSI field activities. The contractor should determine the actual groundwater levels at the site before construction activities. 3.0 GEOTECHNICAL EVALUATION AND RECOMMENDATIONS PAGE 7 '^ Proposed King's Landing Unit 11 Subdivision PSI Project No:03123568-3 Corpus Christi,Texas 3.1 GEOTECHINICAL DISCUSSION The following design recommendations have been developed based on the previously described project characteristics and subsurface conditions encountered. If there are changes in the project criteria, PSI should be retained to determine if modifications in the recommendations will be required.The findings of such a review would be presented in a supplemental report. Once final design plans and specifications are available, a general review by PSI is recommended to observe that the conditions assumed in the project description are correct and to verify that the earthwork and foundation recommendations are properly interpreted and implemented within the construction documents. 3.2 POTENTIAL VERTICAL MOVEMENT OF EXPANSIVE SOILS The soils encountered at the soil boring locations exhibit a high potential for volumetric changes, due to fluctuations in soil moisture content. PSI has conducted laboratory testing on the soils to estimate the expansive soil potential with soil moisture variations.These soil moisture variations are based on historical climate change data for a particular site. Determining the soil potential for shrinking and swelling, combined with historical climate variation, aids the engineer in quantifying the soil movement potential of the soils supporting the floor slab and shallow foundations. Shrink/swell movement procedures using two soil modeling systems, the Post Tensioning Institute's (PTI) "Design of Post-Tensioned Slabs-on- Ground, 3rd Edition"and Texas Department of Transportation (TxDOT) method TEX-124-E,were utilized to approximate the Potential Vertical Movement (PVM)for this location. 3.2.1 SHRINK/SWELL MOVEMENT(PVM) ESTIMATE Based on laboratory testing results and the TEX-124-E and the PTI methods, the potential vertical movement(PVM) within the proposed project area is estimated to be approximately 4 inches. It is not possible to accurately quantify actual soil moisture changes and resulting shrink/swell movements. The PVM (often referred to as PVR) and referenced structural movements values provided should not be considered absolute values that could occur in the field, but approximate values based on industry standard practice and experience. Extreme soil moisture variations could occur due to unusual drought severity, leaking water or sewer lines, , perched groundwater infiltration, or seasonal springs. Also, soil desiccation from trees located adjacent to or previously underneath the building, downspouts directing roof discharge under the foundation, poor drainage or irrigation line breaks could lead to moisture content changes greater than accounted for from normal climate variations and result in excessive foundation movements. The unknown factors previously mentioned cannot be determined at the time of the geotechnical study. Therefore, estimated shrink/swell movements are calculated only in consideration of historical climate data related to soil moisture variations. Movements in excess of these assumed variations should be anticipated and regular maintenance should be provided to address these issues throughout the life of the structure. PAGE 8 '^ Proposed King's Landing Unit 11 Subdivision PSI Project No:03123568-3 Corpus Christi,Texas 3.3 UTILITY EXCAVATION AND LATERAL EARTH PRESSURE CONSIDERATIONS New utility lines may be installed below the pavement. The pipe designer should account for sustained loads due to the soil overburden pressures and potential surcharge loads that may be applied to the pipe. The load due to the soil overburden pressures can be estimated using the total and effective unit weights of the soil and depths of each layer of soil. A total unit weight of 110 pcf or buoyant weight of 64 pcf may be assumed for on-site clayey material. In addition, hydrostatic pressures and/or surcharge loads, if present, should also be accounted for in the design. Unbalanced thrust forces could also be developed in the pipeline due to changes in direction, cross- sectional areas, or if the pipe is terminated. These forces may cause joints to disengage if not adequately restrained. To resist movement and overstressing the pipe, suitable buttressing should be provided. In general, thrust blocks and/or concrete encasement are common methods of providing reaction for the thrust restraint design. For design of thrust blocks and similar other thrust restraints may be designed in consideration of an allowable passive resistance of 1,200 psf. Unbalanced forces produced by grade and alignment changes can be resisted by friction on the pipe. The frictional resisting force can be computed by multiplying the pressure produced by the combined weight of the pipe, contained water, and soil overburden by a coefficient of friction between the pipe and underlying bedding material. Based upon the recommended pipe installation and bedding,the unfactored coefficient of friction is anticipated to be approximately 0.3. The Occupational Safety and Health Administration (OSHA)Safety and Health Standards(29 CFR Part 1926, Revised October 1989), require that excavations be constructed in accordance with the current OSHA guidelines. Furthermore, the State of Texas requires that detailed plans and specifications meeting OSHA standards be prepared for trench and excavation retention systems used during construction. Most soils at this site consist primarily of clays that would be classified as OSHA Type "B" soils requiring a temporary excavation slope no steeper than 1H:1V. However,any soils below the groundwater table would be classified as Type "C" soils requiring temporary slopes no steeper than 1% H: 1V. Groundwater was not encountered in the test borings during our field exploration. We recommend that the contractor perform an investigation to establish groundwater levels prior to construction to evaluate sloping and dewatering requirements prior to construction. 3.4 DISCUSSION OF BEDDING AND BACKFILL MATERIALS Typically, the bedding and initial backfill around a buried pipeline is designed to support and protect the pipe.Secondary backfill is then placed over the initial backfill and pipe to help protect the pipe, reestablish the ground surface at the trench, and provide support to structures overlying the trench. Generally, the bedding and initial backfill materials for piping consist of a graded gravel. The existing soils at the pipe bearing levels should be removed to a minimum depth of six (6) inches below the bottom of the pipe and replaced with gravel bedding. The bedding material should embed the lower quadrant or to the midpoint of the pipe at a minimum and should be compacted in maximum compacted thickness of eight (8) inches with mechanical hand compaction equipment. The initial backfill should extend from the PAGE 9 '^ Proposed King's Landing Unit 11 Subdivision PSI Project No:03123568-3 Corpus Christi,Texas surface of the bedding to a point one (1) foot above the top of the pipe and should be compacted in maximum compacted thickness of eight (8) inches with mechanical hand compaction equipment. The secondary backfill may consist of material excavated from the trench. The secondary backfill should be free of debris and should not contain stones greater than three (3) inches in diameter. The secondary backfill should be placed at moisture contents between optimum and plus four (+4) percentage points of optimum and compacted to at least 95 percent of the maximum dry density as determined by ASTM D698. Each lift should be placed with a maximum compacted thickness of six (6) inches. Care should be taken during backfill compaction to prevent structural damage to the pipe. 3.5 EXCAVATION AND SHORING CONSIDERATIONS Lateral earth pressures from the soils will be applied to the trench shoring. Additionally, hydrostatic pressures and any equipment loads,and other surcharges should be considered for trench shoring design. The follow table should be utilized for the design of the allowable temporary slopes and trench shoring. TABLE 3.1: EXCAVATION AND SHORING DATA Material Type OSHA Soil Type At-Rest Condition, Ko Fat and Lean Clay (CH and CL) B 0.60 Fat and Lean Clay below "C" 0.60 GWT(CH and CL), Clayey Sands (SC) A lateral earth pressure of 120 pcf*Ko*depth(ft)should be used to evaluate lateral earth pressures applied to the shoring in a rectangular distribution. These values do not consider hydrostatic pressures. We recommend that the hydrostatic pressure be added to the lateral earth pressure in a triangular distribution of 62.4 pcf* (X)for that portion of the shoring below the groundwater table. 3.6 SITE SEISMIC DESIGN RECOMMENDATIONS For the purposes of seismic design, based on the encountered site conditions and local geology, PSI interpreted the subsurface conditions to satisfy the Site Class D criteria for use at this site as defined by the International Building Code (IBC). The site class is based on the subsurface conditions encountered at the soil borings, the results of field and laboratory testing, experience with similar projects in this area, and considering the site prepared as recommended herein. The table below provides recommended seismic parameters for the project based on the 2018 edition of the IBC. TABLE 3.2: RECOMMENDED DESIGN SEISMIC PARAMETERS Seismic Parameter IBC 2018 0.2 sec (Ss) 0.064g PAGE 10 '^ Proposed King's Landing Unit 11 Subdivision PSI Project No:03123568-3 Corpus Christi,Texas 1.0 sec (Si) 0.033g Site Coefficient 0.2sec, Fa 1.6 Site Coefficient 1.0 sec, Fv 2.4 0.2 sec (SDS) 0.068g 1.0 sec (SD1) 0.053g 4.0 PAVEMENT DESIGN RECOMMENDATIONS 4.1 PAVEMENT DESIGN PARAMETERS PSI understands that Roller Compacted Concrete pavements are being considered for this project. Pavement design recommendations based on the City of Corpus Christi IDM pavement design requirements for the various planned street types as outlined in Table 4.1 below are provided. In addition, PSI utilized the"AASHTO Guide for Design of Pavement Structures" published by the American Association of State Highway and Transportation Officials to evaluate the pavement thickness recommendations in this report.This method of design considers pavement performance,traffic, roadbed soil, pavement materials, environment, drainage and reliability. Each of these items is incorporated into the design methodology. PSI is available to provide laboratory testing and engineering evaluation to refine the site-specific design parameters and sections, upon request. Details regarding the basis for this design are presented in the table below. TABLE 4.1:PAVEMENT DESIGN PARAMETERS AND ASSUMPTIONS 70 for Residential Street Reliability, percent 75 for Local Residential Collector 80 for Minor Residential Collector (C1) 90 for Secondary Collector Street (C2) Design Life 30 Years Initial Serviceability Index 4.5 Terminal Serviceability Index 2.5 Residential Street: 50,000 ESALs Traffic Load Local Residential Collector: 200,000 ESALs Minor Residential Collector (Cl): 1,200,000 ESALs Secondary Collector Street (C2): 2,000,000 ESALs Standard Deviation 0.39 Concrete Compressive Strength 4,000 psi PAGE 11 '^ Proposed King's Landing Unit 11 Subdivision PSI Project No:03123568-3 Corpus Christi,Texas Estimated Subgrade California 2.0 for high plasticity clay subgrade Bearing Ratio (CBR) Estimated Subgrade Modulus of 200 for lime/cement stabilized subgrade Subgrade Reaction, k in pci Pavements supported on expansive soils will be subject to PVM previously presented (approximately 4 inches ± % inch). These soil movements typically occur to some degree over the life of the pavement. Consequently, pavements can be expected to crack and require periodic maintenance. The pavement section thickness of approximately 15 to 16 inches would reduce the anticipated PVR to approximately 2 inches. It is our opinion that this magnitude of PVR can be primarily resisted considering a concrete or RCC pavement section. During the paving life, maintenance to seal surface cracks within concrete pavement and to reseal joints within concrete pavement should be undertaken to achieve the desired paving life. Perimeter drainage should be controlled to prevent or retard influx of surface water from areas surrounding the paving. Water penetration leads to paving degradation. Water penetration into subgrade materials, sometimes due to irrigation or surface water infiltration, leads to pre-mature paving degradation. Curbs should be used in conjunction with concrete paving to reduce potential for infiltration of moisture into the subgrade. Clay type compacted materials (12-25) or flowable fill should be placed on top of the base and beneath the sidewalk so that a path for moisture infiltration under the curb and into the pavement section is mitigated. The City of Corpus Christi requires the base and subgrade to be extended beneath the curb and gutter and to 2 feet behind the Curb. In accordance with City Standard Spec 025612 (Concrete Curb and Gutter)there is a requirement for compaction behind the Curb within 48 hours of removing forms. Material specifications, construction considerations, and thickness section requirements are presented in following sections. The presented recommended pavement sections are based on the field and laboratory test results for the project, City of Corpus Christi pavement design practice, design assumptions presented herein and previous experience with similar projects. The project Civil Engineer should verify that the design values are appropriate for the expected traffic and design life of the project. PSI should be notified in writing if the assumptions or design parameters are incorrect or require modification. 4.2 PAVEMENT SECTION RECOMMENDATIONS PSI anticipated that the roadways will be used primarily by typical residential traffic primarily consisting of passenger vehicles, pickup trucks, school buses, delivery vehicles, and garbage trucks. PSI is providing thickness sections based on experience with similar facilities constructed on similar soil conditions for the design traffic loading anticipated. 4.2.1 ROLLER COMPACTED CONCRETE PAVEMENT Thickness recommendations for roller compacted concrete (RCC) pavement are provided below. PAGE 12 '^ Proposed King's Landing Unit 11 Subdivision PSI Project No:03123568-3 Corpus Christi,Texas Roller CompacteCTWth@te Lime Treated Subgrade - Native Soil l �~ FIGURE 4.1:ROLLER COMPACTED CONCRETE PAVEMENT TYPICAL SECTION TABLE 4.2: ROLLER COMPACTED CONCRETE PAVEMENT DESIGN THICKNESS Thickness (in) Material Local Minor Residential Secondary Residential Residential Street Collector (C2) Collector Collector (C1) RCC Pavements 7.0 7.0 7.0 8.0 Lime/Cement Treated 8 8 12 12 Subgrade The AASHTO design calculation spreadsheets for these various street classifications are included in the Appendix. 4.2.2 GENERAL PAVEMENT DESIGN AND CONSTRUCTION RECOMMENDATIONS Roller compacted concrete pavement should be constructed in general accordance with TxDOT Special Specification 3016, Roller Compacted Concrete (included in the Appendix). Recommendations based upon the TxDOT specification are presented in the following table. TABLE 4.3:PAVEMENT PROFILE DESIGN AND CONSTRUCTION RECOMMENDATIONS Minimum Undercut Depth 6 inches or as needed to remove roots :::] Reuse Excavated Soils Free of roots and debris and meet material requirements of intended use Undercut Extent 2 feet beyond back of curb Proof-roll with rubber-tired vehicle weighing at Exposed Subgrade Treatment least 20 tons. A representative of the Geotechnical Engineer should be present during proof-roll. PAGE 13 '^ Proposed King's Landing Unit 11 Subdivision PSI Project No:03123568-3 Corpus Christi,Texas Excavate to firmer materials and replace with Proof-Rolled Pumping and Rutting Areas compacted general or select fill under direction of a representative of the Geotechnical Engineer Materials free of roots, debris, and other General Fill deleterious materials with a maximum rock size of 4 inches with a CBR greater than 3. This will be confirmed by CMT. Minimum General Fill Thickness As required to achieve grade Maximum General Fill Loose Lift Thickness 9 Inches Performed in general accordance with TxDOT Item 260. Subgrade treated with lime should achieve a pH of 12.4 or greater. A lime series test should be performed at the time of construction after the pavement subgrade soils are established to determine the lime requirement. For estimating purposes, use 3% lime by dry Lime/Cement Treatment weight. Sulfate testing should also be conducted before placement of lime to evaluate the potential for sulfate induced heave from the lime stabilization. The organic content of the subgrade should not exceed 1%. Once the min. 24 hour mellowing period for lime is complete, the lime stabilized subgrade should be cement stabilized with 5% cement per TxDOT Item 275. Proposed RCC Mix Design should be reviewed by City of RCC Mix Design Portland and PSI prior to construction.A trial batch is required to ensure workability and compressive strength. Concrete Compressive Strength(28 days) Minimum 4,000 psi Cement:TxDOT Item 421. Concrete Cement and Aggregates Aggregates: RCC Combined Aggregates Gradation for RCC Surface Course. Materials Passing the No.40 Sieve should have a Plasticity Index of less than 4. PAGE 14 '^ Proposed King's Landing Unit 11 Subdivision PSI Project No:03123568-3 Corpus Christi,Texas The RCC should be compacted to a min. dry density of at least 95%of the Modified Proctor(ASTM D-1557) maximum dry density within 2%of optimum moisture content. Quality Control of RCC Pavements Molding compressive strength: Per ASTM C1435, 1 set of 4 of cylinders for 2@7 days, 2@28 days compression testing for every 1,500 cy of RCC with a minimum of 2 sets per day. The concrete batch plant should be within 30 minutes from point of placement. Production of RCC must be Placement of RCC Pavements adequate to mitigate the potential of unplanned cold joints.The pavement should be placed and compacted as required by TxDOT Special Specification 3016. ASTM C1040- In-Place Density of Unhardened and Hardened Concrete, Including Roller Compacted Compaction Testing of RCC Pavements Concrete, By Nuclear Methods. Single Lift and a minimum of 2 tests per day or per 500 CY.Testing should be completed within 30 minutes after rolling. Transverse Joints: Maximum 15-foot intervals.Joints should be saw blade width to a depth of at least'/the pavement thickness and filled and sealed with approved RCC Crack Control joint sealants and fillers. Expansion and Control Joints:As required. Filled and sealed with approved joint sealants and fillers. TABLE 4.4:COMPACTION AND TESTING RECOMMENDATIONS FOR PAVEMENT AREAS Location Material Test Method for Percent Optimum Testing Density Compaction Moisture Frequency Determination Content Pavement Scarified ASTM D698 > 95% 0 to +4% 1 per 7,500 Areas Onsite Soil SF; min. 3 (Subgrade) tests General Fill ASTM D698 > 95/0 0 to +4% 1 per 10,000 (Onsite SF; min. 3 Material) per lift RCC ASTM D1557 > 95/0 --- Single Lift Pavement 1 per 500 CY or RCC ASTM 1170 > 98% Single Lift Pavement 1 per 500 CY PAGE 15 '^ Proposed King's Landing Unit 11 Subdivision PSI Project No:03123568-3 Corpus Christi,Texas 5.0 CONSTRUCTION CONSIDERATIONS PSI should be retained to provide observation and testing of construction activities involved in the earthwork, pavements and related activities of this project. PSI cannot accept any responsibility for any conditions which deviate from those described in this report, nor for the performance of the pavements if not engaged to also provide construction observation and materials testing for this project. The PSI geotechnical engineer of record should be retained to provide continuing geotechnical consulting services and construction document review, even if periodic on-call testing is contracted with PSI Construction Services. 5.1 INITIAL SITE PREPARATION CONSIDERATIONS 5.1.1 SUBGRADE PREPARATION FOR SITE WORK OUTSIDE PAVEMENT AREAS Grade adjustments outside of the pavement areas can be made using select or general fill materials. The clean excavated onsite soils may also be reused in areas not sensitive to movement. TABLE 5.1:SUBGRADE PREPARATION FOR NON-STRUCTURAL-GENERAL FILL Minimum Undercut Depth 6 inches or as needed to remove roots, organic and/or deleterious materials Proof-roll with rubber-tired vehicle weighing at Exposed Subgrade Treatment least 20 tons. A representative of the Geotechnical Engineer should be present during proof-roll. Excavate to firmer materials and replace with Proof-Rolled Pumping and Rutting Areas compacted general or select fill under direction of a representative of the Geotechnical Engineer Clean material free of roots, debris and other General Fill Type deleterious material with a maximum particle size of 4 inches Maximum General Fill Loose Lift Thickness 8 inches TABLE 5.2: FILL COMPACTION RECOMMENDATIONS OUTSIDE OF PAVEMENT AREAS Test Method for Optimum Percent Testing Location Material Density Moisture Compaction Frequency Determination Content Outside of 1 per Pavement General Fill ASTM D698 >_ 95% 0 to +4% 10,000 Areas PAGE 16 '^ Proposed King's Landing Unit 11 Subdivision PSI Project No:03123568-3 Corpus Christi,Texas SF; min. 3 per lift 5.2 MOISTURE SENSITIVE SOILS/WEATHER RELATED CONCERNS The soils encountered are sensitive to disturbances caused by construction traffic and changes in moisture content. During wet weather periods, increases in the moisture content of the soil can cause significant reduction in the soil strength and support capabilities. In addition, soils which become wet may be slow to dry and thus significantly retard the progress of grading and compaction activities. It will, therefore, be advantageous to perform earthwork,foundation, and construction activities during dry weather. 5.3 SULFATES EVALUATION As indicated previously, the pavement subgrade soils and imported embankment fills should be regularly screened for sulfates during construction. When soluble sulfates are detected above 500 ppm TxDOT Guidelines for Treatment of Sulfate Rich Soils shall be followed.TxDOT has identified mitigation procedures of sulfate bearing soils into three categories, Traditional Treatment, Modified Treatment, and an Alternative Treatment. The Contractor shall follow the mitigation procedures outlined above when high sulfate concentrations (above 3000 ppm) are encountered along the alignment. The amount of mellowing time and moisture content required shall be determined during the mix design process using Tex-145-E, Part II as outlined in TxDOT Guidelines. Furthermore, the sulfate content and the treatment shall be verified in the field in accordance with project Quality Assurance Procedures and TxDOT specifications. 5.4 EXCAVATION OBSERVATIONS The excavations should be observed by a representative of PSI prior to concrete placement to assess that the materials are consistent with the materials discussed in this report. This is especially important to identify the condition and acceptability of the exposed subgrades under the pavements. Soft or loose soil zones encountered at the bottom of the beam excavations should be removed to the level of competent soils as directed by the Geotechnical Engineer.Cavities formed as a result of excavation of soft or loose soil zones should be backfilled with compacted select fill or lean concrete. After opening, excavations should be observed, and concrete placed as quickly as possible to avoid exposure to wetting and drying. Surface run-off water should be drained away from the excavations and not be allowed to pond. If excavations must be left open an extended period, they should be protected to reduce evaporation or entry of moisture. 5.5 DRAINAGE CONSIDERATIONS Water should not be allowed to collect in or adjacent to excavations or on prepared subgrades within the construction area either during or after construction. Proper drainage around grade supported sidewalks and flatwork is also important to reduce potential movements. Excavated areas should be sloped toward one corner to facilitate removal of collected rainwater,groundwater, or surface runoff. PAGE 17 ,^ Proposed King's Landing Unit 11 Subdivision PSI Project No:03123568-3 Corpus Christi,Texas 5.6 EXCAVATIONS AND TRENCHES Excavation equipment capabilities and field conditions may vary. Geologic processes are erratic and large variations can occur in small vertical and/or lateral distances. Details regarding "means and methods" to accomplish the work (such as excavation equipment and technique selection) are the sole responsibility of the project contractor. The comments contained in this report are based on small diameter borehole observations.The performance of large excavations may differ. The Occupational Safety and Health Administration (OSHA)Safety and Health Standards(29 CFR Part 1926, Revised October 1989), require that excavations be constructed in accordance with the current OSHA guidelines. Furthermore, the State of Texas requires that detailed plans and specifications meeting OSHA standards be prepared for trench and excavation retention systems used during construction. PSI understands that these regulations are being strictly enforced, and if they are not closely followed, the owner and the contractor could be liable for substantial penalties. The contractor is solely responsible for designing and constructing stable, temporary excavations and should shore, slope, or bench the sides of the excavations as required to maintain stability of both the excavation sides and bottom.The contractor's"responsible person",as defined in 29 CFR Part 1926,should evaluate the soil exposed in the excavations as part of the contractor's safety procedures. In no case should slope height,slope inclination,or excavation depth, including utility trench excavation depth,exceed those specified in local, state, and Federal safety regulations. PSI is providing this information solely as a service to the client. PSI does not assume responsibility for construction site safety or the contractor's or other parties'compliance with local,state,and Federal safety or other regulations. A trench safety plan was outside the scope of this project. PAGE 18 '^ Proposed King's Landing Unit 11 Subdivision PSI Project No:03123568-3 Corpus Christi,Texas 6.0 REPORT LIMITATIONS The recommendations submitted in this report are based on the available subsurface information obtained by PSI and design details furnished by the client for the proposed project. If there are revisions to the plans for this project,or if deviations from the subsurface conditions noted in this report are encountered during construction, PSI should be notified immediately to determine if changes in the foundation recommendations are required. If PSI is not notified of such changes, PSI will not be responsible for the impact of those changes on the project. The Geotechnical Engineer warrants that the findings, recommendations, specifications, or professional advice contained herein have been made in accordance with generally accepted professional Geotechnical Engineering practices in the local area. No other warranties are implied or expressed. This report may not be copied without the expressed written permission of PSI. After the plans and specifications are more complete, the Geotechnical Engineer should be retained and provided the opportunity to review the final design plans and specifications to check that the engineering recommendations have been properly incorporated in the design documents. At this time, it may be necessary to submit supplementary recommendations. If PSI is not retained to perform these functions, PSI will not be responsible for the impact of those conditions on the project. This report has been prepared for the exclusive use of MPM Homes, Inc. for specific application to the proposed King's Landing Unit 9 in Corpus Christi,Texas. PAGE 19 '^ untortek APPENDIX PAGE 2O '^ �A'!CEN,RHL'�CITYi-+ - - irlCoraus chrnsti l nterri`alional Arllrort w fir cm Im ® rSITE LOCATION Tierra Grande ® EXHIBIT 4 NIXON M.WELSH, P.E., R.P.L.S. BASS WELSH ENGINEERING 3054 S.Alameda St. Email: NixMW@aol.com TX Registration No. F-52 Survey Registration No. 100027-00 P.O. Box 6397 Corpus Christi,TX 78466-6397 9/8/2025 Kings Landing Unit 11-Cost Oversize Lady Alexa Dr. & Castle Black Dr. Lady Alexa Dr Cost of Oversized Street ITEM DESCRIPTION QUANTITY UNIT COST TOTAL 1 8"PCCP/RCCP TO LIP OF GUTTER 4011 SY $ 95.00 $ 381,045.00 2 12"LIME STABILIZED SUBGRADE TO 2113C 4332 SY $ 45.00 $ 194,940.00 3 12"PORTLAND CEMENT STABILIZED SUBGRADE TO 2113C 4332 SY $ 35.00 $ 151,620.00 4 EXCAVATION TO 2'BC 4332 SY $ 4.00 $ 17,328.00 $ 744,933.00 Cost of Residential Street ITEM DESCRIPTION QUANTITY UNIT COST TOTAL 1 7"PCCP/RCCP TO LIP OF GUTTER 2246 SY $ 72.00 $ 161,712.00 2 8"LIME STABILIZED SUBGRADE TO 2'BC 2567 SY $ 28.00 $ 71,876.00 3 8"PORTLAND CEMENT STABILIZED SUBGRADE TO 2113C 2567 SY $ 22.00 $ 56,474.00 4 EXCAVATION TO 2'BC 2567 SY $ 4.00 $ 10,268.00 $ 300,330.00 CITY PORTION EQUALS DIFFERENCE IN CONSTRUCTION COST $ 444,603.00 Castle Black Dr Cost of Oversized Street ITEM DESCRIPTION QUANTITY UNIT COST TOTAL 1 8"PCCP/RCCP TO LIP OF GUTTER 3090 SY $ 95.00 $ 293,550.00 2 12"LIME STABILIZED SUBGRADE TO 2'BC 3337 SY $ 45.00 $ 150,165.00 3 12"PORTLAND CEMENT STABILIZED SUBGRADE TO 2'BC 3337 SY $ 35.00 $ 116,795.00 4 EXCAVATION TO 2'BC 3337 SY $ 4.00 $ 13,348.00 $ 573,858.00 Cost of Residential Street ITEM DESCRIPTION QUANTITY UNIT COST TOTAL 1 7"PCCP/RCCP TO LIP OF GUTTER 1730 SY $ 72.00 $ 124,560.00 2 8"LIME STABILIZED SUBGRADE TO 2'BC 1978 SY $ 28.00 $ 55,384.00 3 8"PORTLAND CEMENT STABILIZED SUBGRADE TO 2'BC 1978 SY $ 22.00 $ 43,516.00 4 EXCAVATION TO 2'BC 1978 SY $ 4.00 $ 7,912.00 $ 231,372.00 CITY PORTION EQUALS DIFFERENCE IN CONSTRUCTION COST $ 342,486.00 TOTAL OF LADY ANDREA DIFFERENCE AND CASTLE BLACK DIFFERENCE $ 787,089.00 11%ENGINEERING,SURVERYING,&TESTING $ 86,579.79 7%CONTINGENCY $ 55,096.23 2%BOND $ 15,741.78 TOTAL AMOUNT REIMBURSABLE $ 944,506.80 Page 1 of 1 EXHIBIT 5 PERFORMANCE BOND BOND NO. Developer as Principal Surety Name: Name: Mailing address(principal place of business): Mailing address (principal place of business): Physical address (principal place of business): City as Obligee Name: City of Corpus Christi Mailing address(principal place of business): City of Corpus Christi Surety is a corporation organized and existing Attn: Director, Development Services Department under the laws of the state of: 2406 Leopard Street Corpus Christi,Texas 78401 By submitting this Bond,Surety affirms its authority to do business in the State of Texas and its license Contract to execute bonds in the State of Texas. Title of Agreement: Telephone (main number): For Subdivision: Telephone (for notice of claim): Local Agent for Surety Name: Award Date of the Contract: Address: Total Project Cost/Bond Sum: Bond Telephone: E-Mail Address: The address of the surety company to which any Date of Bond: notice of claim should be sent may be obtained from the Texas Dept. of Insurance by calling the following toll free number:1-800-252-3439 (Date of Bond cannot be earlier than Award Date of the Contract) Performance Bond Standard Form Development Services Approved to Legal Form BB 11.14.22 Page 1 of 3 Surety and Developer, intending to be legally bound and obligated to Obligee do each cause this Performance Bond to be duly executed on its behalf by its authorized officer,agent or representative. The Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally to this bond. The condition of this obligation is such that if the Developer as Principal faithfully performs the Work required by the Contract, then this obligation shall be null and void;otherwise the obligation is to remain in full force and effect. The Contract between Obligee and Developer is incorporated by reference into this Statutory Performance Bond, pursuant to Chapter 2253 of the Texas Government Code. Provisions of the bond shall be pursuant to the terms and provisions of Texas Insurance Code 3503, Texas Government Code 2253, and all other applicable laws and regulations., and all liabilities on this bond shall be determined in accordance with the provisions of said Chapters to the same extent as if it were copied at length herein. If Developer does not faithfully construct and complete said Work under its contract with Obligee, and Obligee invokes its contractual rights and declares Developer in default,Surety shall promptly remedy the default, and at Obligee's sole option,Surety shall: 1. Within a reasonable time (but not later than 30 days after Surety receives written notice of Developer's default), with written notice to Obligee, step into and assume the role, all rights and all obligations of the defaulting Developer under the Contract. Upon assumption of this role, Surety directly shall contract with a Completion Contractor hired/engaged by Surety to complete the Work. The selection of the Completion Contractor must be approved in writing by Obligee. Surety shall be responsible for any and all costs incurred, up to the Bond Sum, to complete the Work;or 2. In the event Surety fails to contract with a Completion Contractor within 90 days of receipt of Obligee's written notice of Default, Obligee may, at Obligee's sole discretion, select a Completion Contractor in accordance with Texas law to complete the Work. In this event, Surety shall pay Obligee any and all costs, up to the Bond Sum, for Obligee's selected Completion Contractor to complete the Work;or 3. At Obligee's sole discretion,Surety shall pay Obligee the estimated amount for Obligee to execute a Project Completion Contract with a Completion Contractor, selected by Obligee in accordance with Texas Law,solely to complete the Work. Surety shall pay Obligee any and all costs, up to the Bond Sum,for Obligee-selected Completion Contractor to complete the Work. The obligations of the parties under this Bond shall be performable in Nueces County, Texas.If legal action, such as civil litigation, is necessary in connection with this Bond, venue shall lie exclusively in Nueces County, Texas. Performance Bond Standard Form Development Services Approved to Legal Form BB 11.14.22 Page 2 of 3 Developer as Principal Surety Signature: Signature: Name: Name: Title: Title: Email Address: Email Address: (Attach Power of Attorney and place surety seal below) END OF SECTION Performance Bond Standard Form Development Services Approved to Legal Form BB 11.14.22 Page 3 of 3 EXHIBIT 6 PAYMENT BOND BOND NO. Developer as Principal Surety Name: Name: Mailing address(principal place of business): Mailing address (principal place of business): Physical address (principal place of business): City Name: City of Corpus Christi,Texas Mailing address(principal place of business): City of Corpus Christi Surety is a corporation organized and existing Attn: Director, Development Services Department under the laws of the state of: 2406 Leopard Street Corpus Christi,Texas 78401 By submitting this Bond,Surety affirms its authority to do business in the State of Texas and its license Contract to execute bonds in the State of Texas. Title of Agreement: Telephone (main number): For Subdivision: Telephone (for notice of claim): Local Agent for Surety Name: Award Date of the Contract: Address: Total Project Cost/Bond Sum: Bond Telephone: E-Mail Address: Date of Bond: (Date of Bond cannot be earlier than Award Date of The address of the surety company to which any Contract) notice of claim should be sent may be obtained from the Texas Dept. of Insurance by calling the following toll free number:1-800-252-3439 Payment Bond Standard Form Development Services Approved to Legal Form BB 11.14.22 Page 1 of 2 Surety and Developer, intending to be legally bound and obligated to City, do each cause this Payment Bond to be duly executed on its behalf by its authorized officer, agent or representative. The Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally to this bond. The condition of this obligation is such that if the Developer as Principal pays all claimants providing labor or materials to him or to a Subcontractor in the prosecution of the Work required by the Contract then this obligation shall be null and void;otherwise the obligation is to remain in full force and effect. Provisions of the bond shall be pursuant to the terms and provisions of Chapter 2253 and Chapter 2269 of the Texas Government Code as amended and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter to the same extent as if it were copied at length herein. This Bond is made and entered into solely for the protection of all claimants supplying labor and material in the prosecution of the Work provided for in said Contract, and all such claimants shall have a direct right of action under the Bond as provided in Chapter 2253, Texas Government Code. The Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract or to the Work to be performed under the Contract shall in any wise affect its obligation on this Bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the Contract or to the Work to be performed under the Contract. Venue shall lie exclusively in Nueces County, Texas for any legal action. Developer as Principal Surety Signature: Signature: Name: Name: Title: Title: Email Address: Email Address: (Attach Power of Attorney and place surety seal below) END OF SECTION Payment Bond Standard Form Development Services Approved to Legal Form BB 11.14.22 Page 2 of 2 EXHIBIT 7 City of CITY OF CORPUS CHRISTI Corpus Chnsti DISCLOSURE OF INTEREST Corpus Christi Code 2-349, as amended, requires all persons or firms seeking to do business with the City to provide the following information. Every question must be answered. If the question is not applicable, answer with "NA". See next page for Filing Requirements, Certification and Definitions. COMPANY NAME: MPM Development, LP STREET ADDRESS: 2301 Airline Rd Ste 209 P.O.BOX: 331308 CITY: Corpus Christi STATE: Texas Zip: 78463 FIRM IS: 1. Corporation ❑ 2. Partnership ® 3. Sole Owner ❑ 4. Association ❑ 5. Other ❑ 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) 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 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 Mossa (Moses) Mostaghasi Board, Commission or Committee Capital Improvement Advisory Commity 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 RUNG REQUIlRE�liv EVITS If a person who requests official action on a matter knows that the requested action will confer an economic benefit on any City official or employee that is distinguishable from the effect that the action will have on members of the public in general or a substantial segment thereof, you shall disclose that fact in a signed writing to the City official, employee or body that has been requested to act in the matter, unless the interest of the City official or employee in the matter is apparent. The disclosure shall also be made in a signed writing filed with the City Secretary. [Ethics Ordinance Section 2-349 (d)]. CERTWICATION I certify that all information provided is true and correct as of the date of this statement, that I have not knowingly withheld disclosure of any information requested, and that supplemental statements will be promptly submitted to the City of Corpus Christi, Texas, as changes occur. Certifying Person: Mossa (Moses) Mostaghasi Title: General Partner Signature ofJ Date: Certifying Person: a. "Board member." A member of any board, commission, or committee of the city, including the board of any corporation created by the city. b. "Economic benefit". An action that is likely to affect an economic interest if it is likely to have an effect on that interest that is distinguishable from its effect on members of the public in general or a substantial segment thereof. c. "Employee." Any person employed by the city, whether under civil service or not, including part-time employees and employees of any corporation created by the city. d. "Firm." Any entity operated for economic gain, whether professional, industrial or commercial, and whether established to produce or deal with a product or service, including but not limited to, entities operated in the form of sole proprietorship, as self-employed person, partnership, corporation, joint stock company, joint venture, receivership or trust, and entities which for purposes of taxation are treated as non-profit organizations. e. "Official." The Mayor, members of the City Council, City Manager, Deputy City Manager, Assistant City Managers, Department and Division Heads, and Municipal Court Judges of the City of Corpus Christi, Texas. f. "Ownership Interest." Legal or equitable interest, whether actually or constructively held, in a firm, including when such interest is held through an agent, trust, estate, or holding entity. "Constructively held" refers to holdings or control established through voting trusts, proxies, or special terms of venture or partnership agreements. g. "Consultant."Any person or firm, such as engineers and architects, hired by the City of Corpus Christi for the purpose of professional consultation and recommendation. Go�Qus Cy, s ova y : Try DEVELOPER PARTICIPATION AGREEMENT - MPM DEVELOPMENT LP - • ■ STREET IMPROVEMENTS ■ • _ For Street Improvement DEVELOPER PARTICIPATION AGREEMENT Ordinance authorizing a Participation Agreement ("Agreement") with MPM Development, LP ("Developer") for the City's share of the cost for the oversizing of the Portland Cement Concrete Pavement/Roller Compacted Concrete Pavement (PCCP/RCCP) street infrastructure improvements on Lady Alexa Drive and Castle Black Drive not to exceed $944,506.80 for the development known as King's Landing Unit 11, located north of Lady Alexa Drive and west of London Piratej� Road (District 3). j, FOR STREET IMPROVEMENT LOCATION MAP N { Legend Water Mains _ Streets a. Subdivision so-d., 0 500 1000 US Feet Location Map Kings Landing-Unit 11 Corpus Christi TX - - 3 City of Corpus Christi d For Street Improvement TOTAL COST ESTIMATE NIXON M. BASS WELSH ENGINEERING 3054 S.Alameda St. WELSH P E TX Registration No.F-52 Survey Registration No.100027-00 9/8/2025 R.P.L.S. P.O.Box 6397 Email. Corpus Christi,TX Z8466-639Z NixMW@aol.com Kings Landing Unit 11-Cast Oversize Lady Al—Dr.&Castle Black Dr. Lady A—Dr Cost of Oversized Street ITEM DESCRIPTION QUANTITY UNIT COST TOTAL 1 8"PCCP/RCCP TO LIP OF GUTTER 4011 SY $95.00$381,045.00 2 12"LIME STABILIZED SUBGRADE TO 2'BC 4332 SY $45.00$194,940.00 3 12"PORTLAND CEMENT STABILIZED SUBGRADE TO 2'BC 4332 SY $35.00$151,620.00 4 EXCAVATION TO 2'BC 4332 SY $4.00$17,328.00 $744,933.00 Cost of Residential Street ITEM DESCRIPTION QUANTITY UNIT COST TOTAL 1 Z"PCCP/RCCP TO LIP OF GUTTER 2246 SY $Z2.00$161,712.00 2 8"LIME STABILIZED SUBGRADE TO 2'BC 2567 SY $28.00$718Z6.00 3 a..PORTLAND CEMENT STABILIZED SUBGRADE TO 2'BC 2567 SY $22.00$56:474.00 4 EXCAVATION TO 2'BC 2567 SY $4.00$10,268.00 $300,330.00 CITY PORTION EQUALS DIFFERENCE IN CONSTRUCTION COST $444,603.00 Castle Black Dr Cast of Oversized Street ITEM DESCRIPTION QUANTITY UNIT COST TOTAL 1 8"PCCP/RCCP TO UP OF GUTTER 3090 SY $95.00$293,550.00 2 12"LIME STABILIZED SUBGRADE TO 2'BC 3337 SY $45.00$150,165.00 3 12"PORTLAND CEMENT STABILIZED SUBGRADE TO 2'BC 3337 SY $35.00$.6,795.00 4 EXCAVATION TO 2'BC 3337 SY $4.00$13,348.00 $573,858.00 Cost of Residential Street ITEM DESCRIPTION QUANTITY UNIT COST TOTAL 1 Z"PCCP/RCCP TO LIP OF GUTTER 1730 SY $Z2.00$124,560.00 2 8"LIME STABILIZED SUBGRADE TO 2'BC 1978 SY $28.00$55,384.00 3 8"PORTLAND CEMENT STABILIZED SUBGRADE TO 2'BC 1978 SY $22.00$43,516.00 4 EXCAVATION TO 2'BC 1978 SY $4.00$Z,912.00 $231,3Z2.00 CITY PORTION EQUALS DIFFERENCE IN CONSTRUCTION COST $342,486.00 TOTAL OF LADY AND EA DIFFERENCE AND CASTLE BLACK DIFFERENCE $'6 5 99.00 . il%ENGINEERING,CONTINGENCY &TESTING $55:096.23 Z%CONTINGENCY $15,741.78 2%BOND $S 1,1,50 Z8 TOTAL AMOUNT REIMBURSABLE $944,506.80 !!a 4 City of Corpus Christi FOR STREET IMPROVEMENT RECOMMENDATION • Staff recommends approval of the • The request is in accordance with UDC developer participation agreement Section 8.4 City Participation in with MPM Development, LP to Streets and Drainage Cross Sections. reimburse the developer up to $944,506.80 for the City's share of the cost to construct the street infrastructure improvements. CITY OF CORPUS CHRISTI GO�Qus Cy'Pi s� a O _ J �N�bNPORPh� 7852 Thank you ! K i i III r Legend Water Mains q Streets w Subdivision Boundary 0 500 1000 US Feet Location Map LPROECTCATION k-_. Kings Landing - Unit 11 Corpus Christi TX � m so School °��,waeav q��sa�»�a��as ammguo�nmMae�oaremom�,s���o�iom.�aw om oau�si�ccrarse K—I L.—I—T par° DATE CREATED 10/10/2025 AGENDA MEMORANDUM Public Hearing and First Reading for the City Council Meeting of October 14, 2025 Second Reading for the City Council Meeting of October 21 , 2025 DATE: September 19, 2025 TO: Peter Zanoni, City Manager FROM: Michael Dice, Development Services Department Michaeld3@cctexas.com (361) 826-3596 Rezoning for a property at or near 125 Glenoak Drive CAPTION: Zoning Case No. ZN8823, Corpus Project, LLC. (District 4). Ordinance rezoning a property at or near 125 Glenoak Drive from the "RS-6" Single-Family 6 District to the "RM-1" Multifamily District and the "CN-1" Neighborhood Commercial District; providing for a penalty not to exceed $2,000 and publication. (Planning Commission and Staff recommend approval) (3/4 favorable vote required due to opposition exceeding 20%). SUMMARY: This item is to rezone the property to allow a mixed-use development with commercial and residential (multifamily duplex) uses. BACKGROUND AND FINDINGS: The subject property is 9.87 acres of land out of platted and un-platted parcels out of multiple subdivisions in the Flour Bluff area of the City. The parcel abuts nearly half the block face along Glenoak Drive, a minor residential collector, and approximately an eighth of the block face along Laguna Shores Road, a local residential road. The properties to the north are zoned "RS-6" Single-Family 6 District and "RM-1" Multifamily District, with water and vacant land; to the east, properties are zoned "RS-6" Single-Family 6 and "CR-1" Resort Commercial, with Low-Density Residential uses, and vacant land; to the west, properties are zoned "RS-6" Single-Family 6 District, "CN-1" Neighborhood Commercial District, and "CR-1" Resort Commercial District, all undeveloped, and vacant; and to the west properties are zoned "RS-6" Single-Family 6 District to the west, with vacant land, and Low-density Residential uses. The "CN-1" Neighborhood Commercial District permits office uses, multifamily dwellings, certain indoor recreation uses, retail sales and service uses, medical facility uses, overnight accommodation uses, and restaurant uses less than 5,000 square feet in gross floor area; and the "RM-1" Multifamily District permits apartments, single-family and two-family houses, townhomes, cottage housing developments, group homes, educational facilities, parks and open areas, and places of worship. The proposed rezoning is consistent with the Flour Bluff ADP; however, is partially inconsistent with the commercial land use request along Glenoak Drive. During the permitting process, zoning reviews are conducted to ensure that development compatibility is achieved; through the prescription of Unified Development Code required buffer yard width and points (UDC §7.9.5, 7.9.6), increased setbacks due to height (UDC §4.2.8.D), limitations on hours of operations with certain site features (UDC §7.2.7.B.1 .a), and visual barriers such as landscaping (UDC §7.3.10) and walls to buffer noise generators (UDC §7.9.8.B). Public Input Process: Number of Notices Mailed: 25 notices were mailed within the 200-foot notification area, and 5 outside the notification area. As of September 12, 2025 In Favor In Opposition 0 inside notification area 8 inside notification area 0 outside notification area 3 outside notification area A total of 25.28% of the 200-foot notification area is in opposition. ALTERNATIVES: None. FISCAL IMPACT: There is no fiscal impact associated with this item. RECOMMENDATION (September 3, 2025): Planning Commission and Staff Recommend approval of the change of zoning from the "RS-6" Single-Family 6 District to the "RM-1" Multifamily District and the "CN-1" Neighborhood Commercial District. Vote Results For: 7 Against: 0 Absent: 2 Abstained: 0 LIST OF SUPPORTING DOCUMENTS: Ordinance Presentation - Aerial Map Planning Commission Final Report Zoning Case No. ZN8823, Corpus Project, LLC. (District 4). Ordinance rezoning a property at or near 125 Glenoak Drive from the "RS-6" Single- Family 6 District to the "RM-1" Multifamily District and the "CN-1" Neighborhood Commercial District; providing for a penalty not to exceed $2,000 and publication. (Planning Commission and Staff recommend approval) (3/4 favorable vote required due to opposition exceeding 20%). 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, THAT: SECTION 1. The Unified Development Code ("UDC")and corresponding UDC Zoning Map of the City of Corpus Christi, Texas are amended by changing the zoning on the subject property being 7.743 acres consisting of a 1.505-acre tract out of the west 600 feet of Tracts 13 and 14, Laguna Madre Acres, as shown by plat recorded in Volume 11, Page 5, M.R.; all of a 0.7893-acre tract out of Tract 14; and Lot B of Tract 15, all out of said Laguna Madre Acres, as amended in Volume 29, Page 32, M.R.; and Lots 1 through 5, Block A; Lots 1 and 4 through 8, Block B; and Lots 8 through 11, Block C, all out of West's Laguna Madre Place and being a 0.7958-acre tract all of Lots 1-6, Block C, out of West's Laguna Madre Place , as described and shown in Exhibit "A", from: the "RS-6" Single-Family 6 District to the."RM-1" Multifamily District. The subject property is located at or near 125 Glenoak Drive. Exhibit A, a metes and bounds, is attached to and incorporated in this ordinance. SECTION 2. The Unified Development Code ("UDC")and corresponding UDC Zoning Map of the City of Corpus Christi, Texas are amended by changing the zoning on the subject property being 2.128-acre out of the west six hundred feet (W 600') of Tracts Thirteen (13) and Fourteen (14), Laguna Madre Acres, as described and 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 125 Glenoak Drive. Exhibit A, a metes and bounds, is attached to and incorporated in this ordinance. 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 conflict with this ordinance are hereby expressly superseded except for the Military Compatibility Area Overlay Districts. This ordinance does not amend or supersede any Military Compatibility Area Overlay Districts, which, as adopted by Ordinance#032829, remain in full force and effect. SECTION 6. A violation of this ordinance, or requirements implemented under this ordinance, constitutes an offense punishable by a fine not to exceed $2,000.00 for each offense; as provided in Article 1, Section 1.10.1 of the UDC, Article 10 of the UDC, and/or Section 1-6 of the Corpus Christi Code of Ordinances. SECTION 7. Publication shall be made in the official publication of the City of Corpus Christi as required by the City Charter. SECTION 8. This ordinance shall become effective upon publication. Introduced and voted on the day of , 2025. PASSED and APPROVED on the day of , 2025. ATTEST: Paulette Guajardo, Mayor Rebecca Huerta, City Secretary Page 2 of 7 Exhibit A I I I Tower Drive Suite 325 ENGINEERING San Antonia,Texas 78232 UP a notiwman company www.upengineenng.com A Metes and Bounds Description of a 7.743 acre(337,278 sa.ft.) For Rezoning Application Being a 7.743-acre(337,278 sq.ft.)tract of land,to be rezoned into RM.t,consisting,of a 1.505-acre tract out of the west 600 feet of Tracts 13 and 14,Laguna Madre Acres,as shown by plat recorded in Volume 11,Page 5,M.R.;all of a 0.7893-acre tract out of Tract 14;and Lot B of Tract 15,all out of said Laguna Madre Acres-,as amended in Volume 29,Page 32,M.R.;and Lots.1 through 5,13lock A;Lots 1 and 4 through$,Block B;and Lots 8 through t I., Block C,all out of West's Laguna Madre Place,as shown by plat recorded in"Volume 14,page 45.M.R.,more fully described in Warranty Deed recorded under Clerk's File No.2011034834,Official Public Records (O.P.R.), Said 7.743-acre tract being further described as follows. COMMENCING al a point in the west right-of--way(R.O.W.)line of Laguna Shores Drive,for the south corner of Said Lot 1,West's Laguna Madre Place, THENCE North 6t�45'00'West,departing said R.O.W.line,a distance of323.4$foci to a point fora corner of the herein described tract; THENC L North 61�45'00"West,a distance of 50.00 feet to the POINT OF BEGINNING and a south comer of the herein described tract; THENCE North 6l°45'00"West,a distance of W.00 feet to a point for a corner of the herein described tract; THENCE North 28'17'12'East,a distance of 373,26 feet to a point for a comer of the herein described tract; THENCE South 6 t�45'00'East,a distance of 599.96 feet to a point for a corner of the herein described trace THENCE North 28'18'11"East,a distance of 22,26 feet to a point For a comer of the herein described tract; THENCE South 61�45'00"East,a distance of 220.30 feet to a point for a comer of the herein described tract; THENCE South 25'4000'West,a distance of 119.64 feet to a point for a corner of the herein described tract; THENCE South 6 t�45'00"East,a distance of 375,24 feet to a point in the said west R.O.W.line of Laguna Shores Drive for a corner of the herein described tract; THENCE South 28'03'47"West,continuing along said west R.O.W.line,a distance of t2.00 feet to a point for a corner of the herein described tract; THENCE South 25�35'04"West,continuing along said west R.O.W.line,a distance of MS.12 fctt to a point at the intersection of said west R.0,W.line cf Laguna Shores.Drive,with the north R.O.W.line of McNelly,fora comer of the herein described tract; THENCE North 61G4T00"West,along the said north R.O.W.line of McNelly,a distance of 216.22 fret to a point for a comer of the herein described tract; THENCE North 28°15'00'East,departing said north R.O.W.line of McNelly,a distance of t 08.00 feet to a point for a comer of the herein described tract; THENCE North 61�45'00"West,departing said R.O.W.line,a distance of 100.00 feet to a point for a corner of the herein described tract; Page 3 of 7 ENGINEERING a ttawmran company THENCE South 28'15'00"West,a distance of 108AO feet to a point in said north R.O.W.line of McNelly,for a comer of the herein described tract; THENCE along the north line ofMcNclly,along a cul-dc-sac,then the south line of Mcnclly,the following five(5) calls: 1. North 61"45'00"West,a distance of 201.22 feet to a point for a comer of the herein described tract; 2. in a northwesterly direction along a tangent curve to the right,having a radius of 15.00 feet,a chord of North 39°19'50"West,11.44 feet,a central angle of 44°50'20",and an arc length of 11.74 feet to a point for a comer of the herein described tract, 3. in a southwesterly direction along a reverse tangent curve to the left,having a radius of 40.00 feet,a chord of South 28"15W"West,56.73 feet,a central angle of 269°40'41'%and an arc length of 188.27 feet to a point for a comer of the herein described tract; 4. in a easterly direction along a reverse tangent curve to the right,having a radius of 15.00 feet,a chord of South 84"10'10"East, 11.44 feet,a central angle of 44"50'20%and an arc length of 11,74 feet to a point for a comer of the herein described tract; 5. South 61°45'00"East,a distance of 151.22 feet to a point for a comer of the herein described tract, THENCE South 28''15'00"West,departing said R.O.W.line,a distance of 108.00 feet to the POINT OF BEGINNING,,and containing 7.743 acres of land in Nucces County,Texas. A Metes and Bounds Description of a 2.128 acre(92,685 sq.ft) For Kezoninu Aonlication Being a 2.128-acre(92,685 sq.ft.)tract of land,to be rezoned into CN-1,being:out of the west six hundred feet(W 600)of Tracts Thirteen(13)and Fourteen(14),Laguna Madre Acres,a subdivision in the City cf Corpus Christi, Nucces County,Texas, as shown by map or plat thereof recorded in Volume 11,Page 5, Map Records,Nucces County,Texas,more fully described in Warranty Deed recorded under Clerk's File No.2011034934,Official Public Records of Nueccs County,Texas, Said 2.1.29-acre being further described as follows; BEGINNING at a point in the southwest line of Cilenoak Drive,for the north corner of the herein described tract; THENCE South 58'32'42"E a distance of 50.08 feet; THENCE South 61'45'00"East a distance of 550.00 feet; THENCE departing said right-of way line,South 28' 181 11"West a distance of 154,36 feet; THENCE North 61'45'00"West a distance of599.96 feet; THENCE North 28'17'12"East a distance of 157.16 feet to the POINT OF BEGINNING,containing 2.12"cres (92,685 sq.ft.)of land,more or less. Page 4 of 7 UPENGINEERING a Bowman company A Metes and Bounds Descrin#inn of 0.7458-acre(34,664 sit.Itl Mir Rezoning Application Being a 0.7958-acre tract(34,6(A sq.ft),to be rezoned into RM-1,being all of Lals 1-6,Block C,out of West's Laguna Madre Place,a subdivision in the City of Corpus Christi,Nucces County,Texas,as shown by plat recorded in Volume 14,Page 45,M.R.,more fully described in Warranty Deed recorded under Clerk's File No.2011034834, Official Public Records(O.P.k); BEGINNING al a point in the west right-of-way(R.O.W.)line cf Laguna Shores[hive,for the south corner of Said Lot 1,West's Laguna Madre Place, THENCE North 61°45'00"West departing said R.O.W.line of Laguna Shores Chive,323.48 feet to a poinfl,fora corner of the herein described tract; THENCE North 28'15'00"East,I OK00 feet to a point,for a corner of the herein described tract; THENCE South 61145'00"East,319,45 feet to a point in said northwest R.O.W.Pinc,for a corner of the herein described tract; THENCE South 25°35'04"Wes(,108.12 feet to the POINT OF EEGINNING,containing 0.7958-acre tract(34,664 sq.tt)of land,more or less. Notes: 1) Bearings shown hereon are based on the Texas-State Plane Coordinate System,South Central Zone(4204), NAD83,US Survey Feet.All distances shown hereon are ground distances. 2) Record information shown hereon is based upon a public records search performed by UP Engineering+ Surveying in 2025. 3) This description and the attached survey exhibit were prepared for the purposes of creating a political metes and bounds for rezoning purposes,and are not intended for use as a property boundary survey. 4) This dacument was prepared under 22 Texas Administrative Code§ 138.95 and does not reflect the result-,- of an on-the-ground survey.It is not to be used to convey or establish interests in real property,except those rights and interests implied or established by the creation or reconfiguration of the boundary of the political subdivision for which it was prepared. LL��_'�'_ UP Engineering,a Bowman company Richard L.Neubauer Ill bate:07-30-2025 111 Tower Drive D F T4- Registered Professional Land Surveyor Suite 325 �:r,� T h' y No.6897—State of Texas San Antonio,Texas 79232 c�: w ,�-.f TBPELS Firm No. 10120600 RI CHARD' .............. •Rltwk�ZC7 L. taEUBAVER III 6897 SUR Page 5 of 7 0 M MIM! �Qw z�nm +ip z�yicam �mS�sa� �?�9 v=� N2 Vim% VoA� ��iq o�zEaz Yna�, Th�zS?zYri�$mY&3mp�>m�w��-n�$i QQ O n a CDwy V � q O i "a �•, cn �a n N Cc qJ !} �. � �':'di •¢:'fir �z O rn DSO s� g� a � saa. swsas UPLAGUNA MADRE EXHIBIT FOR ZONING ENGINEERING APPLICATION w M Page 6 of 7 _ 2 O Ln FI 5 aom � A.12 mo ammo 8-0 ���Tg68 0 0 59 3 v azu d1 S�i..sTy 0'a'bdEB'Rf�_s no N W E+ N V A .v N 4 UlQ Aj co Cb 1 Ln p� {/) N m Q rn� 0 rn � -d m �xaa LAGUNA MADRE UP N m ENGINEERING EXHIBIT FOR ZONING eo».�zomwm "F APPLICATION Lz— Page 7 of 7 ZONING REPORT CASE ZN8823 Applicant & Subject Property District: 4 Owner: Corpus Project, LLC Applicant: Corpus Project, LLC Addresses: 125 Glenoak, 209-221 , 229-241, 214, and 226-242 McNelly Street, 2814, 2818, and 2830-4 Laguna Shores Road, located along the north side of Laguna Shores Road, east of Debra Lane, and south of Glenoak Drive. Legal Description: Lots 1-5, Bock A; lots 1, 4-8, Block B; Lots 1-6, lots 8-11, Block C, out of the West Laguna Madre Place Subdivision; West 600 feet of Tracts 13, out of the Laguna Madre Acres Subdivision; Tract 15, Block B, out of the Laguna Madre Acres; 0.7893 Acres Out of Tract 14, out of the Laguna Madre Acres Subdivision. Acreage of Subject Property: 9.87 acres. Refer to Attachment (A) Metes and Bounds. Zoning Request From: "RS-6" Single-Family 6 District To: "RM-1" Multifamily and "CN-1" Neighborhood Commercial District. Refer to Attachment A. Purpose of Request: To allow a mixed-use development with commercial and residential uses. Land Development & Surrounding Land Uses Zoning District Existing Land Use Future Land Use Site "RS-6" Vacant High-Density Residential Single-Family 6 "RM-1" Multifamily, Vacant, Medium-Density Residential, North 4'RS-6" Water Floodplain Conservation Single-Family 6 "CN-1" High-Density Residential, Neighborhood Commercial, Vacant, g Transportation South �°CR-1" Transportation (Laguna Shores Road), Resort Commercial (Laguna Shores Road) Commercial "RS-6" High-Density Residential, Transportation Transportation East Single-Family 6, (Laguna Shores Road), Trans p CR-1 Vacant (Laguna Shores Road), Resort Commercial Commercial West "RS-6" Low-Density Residential, Medium-Density Residential, Single-Family 6 Vacant High-Density Residential Plat Status: The subject property consists of platted and un-platted properties. Platting will be required. Military Compatibility Area Overlay District (MCAOD, Effective August 22, 2022): The subject property is not within a MCAOD District. Code Violations: None. Roadway Master Plan Designation Section Proposed Section Existing 60-Foot ROW 65-Foot ROW Laguna Shores "C1" Minor Residential 2 Lanes, Road Collector Select Median/Center 2 Lanes, No Median/Center Turn Lane Turn Lane Designation Section Proposed Section Existing 80-Foot ROW 60-Foot ROW Glenoak Drive 2 Lanes, "P1" Parkway Collector No Median/Center 2 Lanes, Turn Lane No Median/Center Turn Lane Transit: The Corpus Christi RTA provides service to the subject property via Bus Routes 8 Flour Bluff Malls and Route 4 Flour Bluff near Caribbean Drive and Jamica Drive within a half-mile radius. Bicycle Mobility Plan: The subject property is approximately half a mile from the nearest planned off-road multi-use trail along the Van Galen Ditch, south of the site of the rezoning request. Utilities Gas: A 4-inch CS (active) grid main exists along the south side of Glenoak Drive and 4-in coated steel along the east side of Laguna Shores Road. Stormwater: Surface infrastructure facilities exist along Laguna Shores Road and Glenoak Drive. Wastewater: A 16-inch PVC (active and public) force wastewater main exist along the west side of. Water: An 8-inch ACP (active and public) distribution line exists along Glenoak Drive, and a 12-inch PVC (active and public) distribution line exists along the west side of Laguna Shores Road. Corpus Christi Comprehensive Plan Plan CC: Provides a vision, goals, and strategies, to guide, regulate, and manage future development and redevelopment within the corporate limits and extraterritorial jurisdiction (ETJ) was adopted in 2016. ADP (Area Development Plan): According to Plan CC the subject property is located within the Flour Bluff ADP (Adopted on June 22, 2021). Water Master Plan: No improvements have been proposed. Wastewater Master Plan: No improvements have been proposed. Stormwater Master Plan: No improvements have been proposed. Roadway Master Plan: No improvements have been proposed. Public Notification Number of Notices Mailed 25 within a 200-foot notification area 5 outside 200-foot notification area In Opposition 8 inside the notification area 3 outside the notification area 25.28% in opposition within the 200-foot notification area (8 individual property owners) Public Hearing Schedule Planning Commission Hearing Date: September 3, 2025 Tentative City Council 1st Reading/Public Hearing Date: October 14, 2025 Tentative City Council 2►,d Reading Date: October 21, 2025 Background: The subject property is 9.87 acres of land out of platted and un-platted parcels out of multiple subdivisions in the Flour Bluff area of the City. The parcel abuts nearly half the block face along Glenoak Drive, a minor residential collector, and approximately an eighth of the block face along Laguna Shores Road, a local residential road. The properties to the north are zoned "RS-6" Single-Family 6 District and "RM-1" Multifamily District, with water and vacant land; to the east, properties are zoned "RS-6" Single-Family 6 and "CR-1" Resort Commercial, with Low-Density Residential uses, and vacant land, to the west, properties are zoned "RS-6" Single-Family 6 District, "CN-1" Neighborhood Commercial District, and "CR-1" Resort Commercial District, all undeveloped, and vacant; and to the west properties are zoned "RS-6" Single-Family 6 District to the west, with vacant land, and Low-density Residential uses. The applicant is requesting a change in zoning to accommodate a multi-use development. Along Glenoak Drive, the applicant is requesting a change of zoning from the "RS-6" Single-Family 6 District to the "CN-1" Neighborhood Commercial District. Refer to the exhibits under Attachment A Metes and Bounds Description with Exhibit. Along Laguna Shores Road, to a depth of 1,200 feet, the applicant is requesting a change of zoning from the "RS-6" Single-Family 6 District to the "RM-1" Multifamily District. The "CN-1" Neighborhood Commercial District permits office uses, multifamily dwellings, certain indoor recreation uses, retail sales and service uses, medical facility uses, overnight accommodation uses, and restaurant uses less than 5,000 square feet in gross floor area; and the "RM-1" Multifamily District permits apartments, single-family and two-family houses, townhomes, cottage housing developments, group homes, educational facilities, parks and open areas, and places of worship. • The Neighborhood Commercial zoning districts provide areas for commercial activity such as sale of convenience goods and personal services that primarily benefit nearby residential areas. Neighborhood commercial areas are generally located within neighborhoods and have pedestrian access to adjacent residential areas. • The Multifamily zoning districts provide a variety of housing types at multifamily densities. Housing types may take the form of single-family detached, zero lot line, traditional semi- attached, two-family, townhouse or apartment units. These zoning districts are used in areas having convenient access to collectors and arterial streets, and nearby civic and commercial uses, as well as employment opportunities. Plan CC (City of Corpus Christi Comprehensive Plan) Consistency: The proposed rezoning is consistent with Elements, Goals and Strategies for Decision Makers: o Corpus Christi development patterns support efficient and cost-effective use of resources and a high quality of life. ■ Promote the stabilization, revitalization, and redevelopment of older neighborhoods. ■ Encourage orderly growth of new residential, commercial, and industrial areas. ■ 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. o Corpus Christi has well-designed neighborhoods and environments. ■ Encourage residential infill development on vacant lots within or adjacent to existing neighborhoods. Flour Bluff ADP (Area Development Plan) and FLUM (Future Land Use Map) Consistency: The proposed rezoning is consistent with the Flour Bluff ADP; however, is partially inconsistent with the commercial land use request along Glenoak Drive. Staff Analysis: Staff reviewed the subject property's background information and the applicant's purpose for the rezoning request and conducted research into the property's land development history to include platting, zoning, existing surrounding land uses, and potential code violations. Staff compared the proposed zoning's consistency with the applicable elements of the comprehensive plan. As a result of the above analysis, staff notes the following: • The proposed rezoning is consistent with the City of Corpus Christi Comprehensive plan; however, is partially inconsistent with the future land use designation of High-Density Residential use. o There are limited commercial developments south of the freeway that could support the surrounding residential subdivisions. Flour Bluff is considerably zoned for residential uses. • The requested districts are compatible with the present zoning and conforming uses of nearby properties. o Neighborhood scaled commercial developments are compatible with residential districts; and staff does not foresee any adverse impacts to the surrounding area. o The property is suitable for the uses permitted in the district to be applied by the amendment if approved. Planning Commission and Staff Recommendation (September 3, 2025): After evaluation of case materials provided and subsequent staff analysis including land development, surrounding uses and zoning, transportation and circulation, utilities, Comprehensive Plan consistency, and considering public input, Planning Commission and Staff Recommend approval of the change of zoning from the "RS-6" Single-Family 6 District to the "RM-1" Multifamily District and "CN-1" Neighborhood Commercial District. Attachments: (A) Metes & Bounds Description and Exhibit. (B) Existing Zoning and Notice Area Map. (A) Metes & Bounds Description and Exhibit I I 1 Tower Drive UPENGINEERING suite 325 a Bowman company San Antonio,Texas 78232 w• .com ww.upengineering.com A Metes and Bounds Description of a 7.743 acre(337,278 sq.ft.) For Rezoning Application Being a 7.743-acre(337,278 sq.ft.)tract of land,to be rezoned into RM-1,consisting of a 1.505-acre tract out of the west 600 feet of Tracts 13 and 14,Laguna Madre Acres,as shown by plat recorded in Volume 11,Page 5,M.R.;all of a 0.7893-acre tract out of Tract 14;and Lot B of Tract 15,all out of said Laguna Madre Aeres,as amended in Volume 29,Page 32,M.R.;and Lots I through 5,Block A;Lots 1 and 4 through 8,Block B;and Lots 8 through 11, Block C,all out of West's Laguna Madre Place,as shown by plat recorded in Volume 14,Page 45,M.R.,more fully described in Warranty Deed recorded under Clerk's File No. 2011034834,Official Public Records(O.P.R.), Said 7.743-acre tract being further described as follows. COMMENCING at a point in the west right-of-way(R.O.W.)line of Laguna Shores Drive,for the south corner of Said Lot 1,West's Laguna Madre Place, THENCE North 61°45'00"West,departing said R.O.W.line,a distance of 323.48 feet to a point for a corner of the herein described tract; THENCE North 61°45'00"West,a distance of 50.00 feet to the POINT OF BEGINNING and a south comer of the herein described tract; THENCE North 61°45'00"West,a distance of 840.00 feet to a point for a corner of the herein described tract; THENCE North 28°1 Tl 2"East,a distance of 373.26 feet to a point for a corner of the herein described tract; THENCE South 61°45'00"East,a distance of 599.96 feet to a point for a corner of the herein described tract; THENCE North 28°18'11"East,a distance of 22.26 feet to a point for a corner of the herein described tract; THENCE South 61°45'00"East,a distance of 220.30 feet to a point for a comer of the herein described tract; THENCE South 25°40'00"West,a distance of 119.64 feet to a point for a corner of the herein described tract,- THENCE South 61°45'00"East,a distance of 375.24 feet to a point in the said west R.O.W.line of Laguna Shores Drive for a comer of the herein described tract; THENCE South 28°03'47"West,continuing along said west R.O.W.line,a distance of 12.00 feet to a point for a corner of the herein described tract; THENCE South 25°35'04"West,continuing along said west R.O.W.line,a distance of 108.12 feet to a point at the intersection of said west R.O.W.line of Laguna Shores Drive,with the north R.O.W.line of McNelly,for a comer of the herein described tract; THENCE North 61°45'00"West,along the said north R.O.W.line of McNelly,a distance of 216.22 feet to a point for a corner of the herein described tract; THENCE North 28°15'00"East,departing said north R.O.W.line of McNelly,a distance of 108.00 feet to apoint for a corner of the herein described tract; THENCE North 61°45'00"West,departing said R.O.W.line,a distance of 100.00 feet to a point for a comer of the herein described tract; Pagel of 3 UPIENGINEERING a Bowman company THENCE South 28*15'00"West,a distance of 108.00 feet to a point in said north R.O.W.line of McNelly,for a corner of the herein described tract; THENCE along the north line of McNelly,along a cul-de-sac,then the south line of Menelly,the following five(5) calls: 1. North 61°45'00"West,a distance of 201.22 feet to a point for a corner of the herein described tract; 2. in a northwesterly direction along a tangent curve to the right,having a radius of 15.00 feet,a chord of North 39°19'50"West,11.44 feet,a central angle of 44°50'20",and an are length of 11.74 feet to a point for a corner of the herein described tract; 3. in a southwesterly direction along a reverse tangent curve to the left,having a radius of 40.00 feet,a chord of South 28°15'00"West,56.73 feet,a central angle of 269°40'41",and an are length of 188.27 feet to a point for a corner of the herein described tract; 4. in a easterly direction along a reverse tangent curve to the right,having a radius of 15.00 feet,a chord of South 84'10'10"East,11.44 feet,a central angle of 44°50'20",and an arc length of 11.74 feet to a point for a corner of the herein described tract; 5. South 61°45'00"East,a distance of 151.22 feet to a point for a corner of the herein described tract; THENCE South 28'15'00"West,departing said R.O.W.line,a distance of 108.00 feet to the POINT OF BEGINNING,and containing 7.743 acres of land in Nueces County,Texas. A Metes and Bounds Description of a 2.128 acre(92,685 sci.ft) For Rezoning:Application Being a 2.128-acre(92,685 sq.ft.)tract of land,to be rezoned into CN-1,being out of the west six hundred feet(W 600)of Tracts Thirteen(13)and Fourteen(14),Laguna Madre Acres,a subdivision in the City of Corpus Christi, Nueces County, Texas, as shown by map or plat thereof recorded in Volume 11, Page 5, Map Records, Nueces County,Texas,more fully described in Warranty Deed recorded under Clerk's File No.2011034834,Official Public Records of Nueces County,Texas. Said 2.128-acre being further described as follows; BEGINNING at a point in the southwest line of Glenoak Drive,for the north corner of the herein described tract; THENCE South 58°32'42"E a distance of 50.09 feet; THENCE South 61'45'00"East a distance of 550.00 feet; THENCE departing said right-of way line,South 29'18'11"West a distance of 154.36 feet; THENCE North 61°45'00"West a distance of 599.96 feet; THENCE North 28°17'12"East a distance of 157.16 feet to the POINT OF BEGINNING,containing 2.128-acres (92,685 sq.ft.)of land,more or less. 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' ( k - ,!`; ! » �2`� ` ,ed! ■m � Q � l , : #9/Ej /wim j | $ ® ���E § !■r;;-!%)§ n! \! ; - �§®!§§� m §\/\ ` ° 44�®®;;ems o / �kEH A {\ \/()HAP (B) Existing Zoning and Notice Area Map r} R, M- 1 2 O 1 17 3 19 20 SUBJECT q P,ROPERTV 11 �R 15 4 14 16 12 7 22 21 13 !V�<!y ST 6 9 23 5 8 C N- 1 O 24 25 2 NO to �v�0a CASE: ZN8823 N - E Zoning and notice Area s RM-1 Multifamily IL Light Industrial RM-2 Multifamily2 IH Heavy Industrial - RM-3 Mult if.mily3 PUD Planned Unit Dev.Overlay ON Professional Of— RS-'m Single-Family to RM-AT Multifamily AT RS-5 Single-Family 5 CN-1 Neighborhood Commercial RSd.5 Single-Family 4.5 CN-2 Neighborhood Commercial RS-TF T--Family CR-1 Resort Commercial RS-15 Single-Family 15 CR-2 Resort Commercial RE Residential Estate CG-1 General Commercial RS-TH TOMheuse CG-2 General Commercial SP Special Permit Cl Intensive Commercial RV Recreational Vehicle Park CEO Downtown Commercial RMH Manufactured Home CR.3 Resort Commercial hW,4" FR Farm RuralHHistoric Overlay SUBJECT BP Business Park _ PROPERTY sunieor Prepedy Duners w0'2P0'6affer 01.favor 4 0wnerswithin2o"i&red on X' D__ Ctl OF aeacreoownersmp tame nepp-b- CofpffS Esr,HERELOCAT16 MAP Christi Zoning Case ZN8823 Corpus Project LLC District 4 Rezoning for a property at or near 125 Glenoak Drive From the "RS-6" Single-Family 6 District To the "RM-1" Multifamily District, and "CN-1" Neighborhood Commercial District SUBJECT PROPERTY w�E LCT PROPERTY F(ir o Nr�v 1 C=' F,, HFRF LOCATION MAP Chriai City CC)URcil October 14, 2025 Zoning and Land Use Proposed Use: To allow a mixed-use (commercial and residential) development RM-t ADP (Area Development Plan): e= Flour Bluff, Adopted on June 22, 2021 R FLUM (Future Land Use Map): RS-s :us.rE :T High-Density Residential PRO ER Existing Zoning District: "RS-6" Single-Family 6 Y Adjacent Land Uses: GR-1 CN-7 North: Vacant, Water; Zoned: "RS-6", "RM-1" s South: Vacant, Transportation (Laguna Shores); eF, N Zoned: "CR-1" and "CN-1" rrR F East: Transportation (Laguna Shores), Vacant; RV Zoned: "CR-1" West: Low-Density Residential, Vacant; Zoned: RS-6 Public Notification 25 Notices mailed inside the 200' buffer 5 Notices mailed outside the 200' buffer \ M-1 2 2 y Qq /� Notification Area 17 3 19 Opposed: 8 (25.28%) / 6 20 SUBJgc.r 11 ROPERTY Separate Opposed Owners: (8) ,5 4 x 12 22 13 F<,Yz 6 In Favor: 0 (0.00%) 9 23 5 -R , cn,-, 24 25 FM 10 N *Notified property owner's land in SQF/Total SQF of all properties in the notification area=Percentage of public in opposition and/or favor. `F R v Zoning and Future Land Use Map 77- F.a rr CN-1 d. CR-I Unless indicated, zoning is RS-6 Staff Analysis and Recommendation • The proposed rezoning is consistent with the City of Corpus Christi Comprehensive plan; however, is partially inconsistent with the future land use designation of High-Density Residential use. o There are limited commercial development south of the freeway that could support the surrounding residential subdivisions. Flour Bluff is considerably zoned for residential uses. • The requested districts are compatible with the present zoning and conforming uses of nearby properties. o Neighborhood scaled commercial developments are compatible with residential districts; and staff does not foresee any adverse impacts to the surrounding area. o The property is suitable for the uses permitted in the district to be applied by the amendment if approved. PLANNING COMMISSION AND STAFF RECOMMEND APPROVAL TO THE "RM-1" MULTIFAMILY DISTRICT AND THE "CN-1" NEIGHBORHOOD COMMERCIAL DISTRICT UB /E PROPERTY CASE: ZN8823 NW+E Aerial View z s Subject 12 Property SUBJECT PROPERTY City0f Esri, HERE LCorpus ILONT'16 LF M AGENDA MEMORANDUM Action Item for the City Council Meeting November 18, 2025 DATE: November 18, 2025 TO: Peter Zanoni, City Manager FROM: Richard McCurley, Director of Aviation Richard Mc(ucctexas.com (361) 826-1292 Sergio Villasana, Director of Finance & Procurement SergioV2(o-)cctexas.com (361) 826-3227 Purchase and Installation of LED Lighting Corpus Christi International Airport (U.S. Department of Energy (DOE) Block Grant Program) CAPTION: Motion authorizing execution of a six-month service agreement with Landmark Electric Company, LLC, of Corpus Christi, in an amount not to exceed $305,970.05 to replace existing lighting with LED lighting at the Corpus Christi International Airport under the U.S. Department of Energy's Block Grant Program, with FY 2026 funding from the Department of Energy Grant Fund. SUMMARY: This motion approves Landmark Electric Company to perform the LED Lighting Replacement at the Corpus Christi International Airport Facilities. This project consists of replacing approximately 438 existing lighting fixtures with energy-efficient LED fixtures throughout the Airport Facilities. BACKGROUND AND FINDINGS: On February 11, 2025, Council approved the acceptance and appropriation of $322,260.00 from the U.S. Department of Energy's and Conservation Block Grant Program for funding to replace existing lighting with energy-efficient lighting for the Aviation Department and the Parks & Recreation Department. The Energy Efficiency and Conservation Block Grant Program is a $550 million grant program funded through the Bipartisan Infrastructure Law. It is designed to assist states, local governments, and Tribes in implementing strategies to reduce energy use, fossil fuel emissions, and energy efficiency. No cash or in-kind match is required. The project will help lower the department's monthly costs and energy usage. These upgrades will result in an annual savings of $11 ,358.48 for the Airport Department. PROCUREMENT DETAIL: Finance & Procurement conducted a competitive Request for Bids process for the purchase and replacement of LED lighting at the Corpus Christi International Airport. The solicitation was set up for bidders by group/location requiring LED lighting replacements. The City received four responses, one of which withdrew its bid; staff recommends awarding all six groups/locations to the lowest, responsive, responsible bidder, Landmark Electric Company. Landmark Electric Company has previously worked with the City, completing similar projects, including the Corpus Christi International Airport. ALTERNATIVES: The alternative is not to award contracts and keep utilizing the same lighting equipment, thus returning unused funds to the DOE Program. FISCAL IMPACT: The fiscal impact is $305,970.05 paid by the Energy Efficiency Grant in FY 2026. No City cash match will be required if the project is awarded. FUNDING DETAIL: Fund: 1077 Department of Energy Grant Fund Organization/Activity: 89 Grants & Capital Project Funds/ 870113F Energy Efficiency Grant Department: 36 Planning Account: 530000 Professional Services/ 520130 Maintenance and Repairs RECOMMENDATION: Staff recommends approval of this motion as presented. LIST OF SUPPORTING DOCUMENTS: Service Agreement Bid Tab PowerPoint Presentation • -� SERVICE AGREEMENT NO. 6764 / Purchase and Installation of LED Lighting at CCIA THIS Purchase and Installation of LED Lighting at CCIA Agreement ("Agreement") is entered into by and between the City of Corpus Christi, a Texas home-rule municipal corporation ("City") and Landmark Electric Company, LLC ("Contractor"), effective upon execution by the City Manager or the City Manager's designee ("City Manager"). WHEREAS, Contractor has bid to provide purchase and installation of LED lighting in response to Request for Bid/Proposal No. 6764 ("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 shall provide purchase and installation of LED lighting ("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. (A) The term of this Agreement is six months beginning on the date executed by the City. The parties may mutually renew the term of this Agreement for up to zero additional zero-month period(s) (each an "Option Term"), provided, the parties do so in writing prior to the expiration of the original term or the then-current Option Term. (B) At the end of the term of this Agreement or the final Option Term, the Agreement may, at the request of the City prior to expiration of the term, or final Option Term if applicable, continue on a month-to-month basis for up to six months, with compensation based on the applicable pro rata monthly amount of the total amount stated in section 3 of this Agreement. The Contractor may opt out of this month-to-month term by providing advance notice to the City at least 30 days prior to the expiration of the then-current term or final Option Term. During the month-to-month term, either party may terminate the Agreement upon 30 days' advance written notice to the other party. 3. Compensation and Payment. This Agreement is for an amount not to exceed $305,970.05, subject to approved amendments and changes. Payment will be Service Agreement Standard Form -Aviation Page 1 of 8 Approved as to Form: October, 2025 made for Services performed and accepted by the City within 30 days of completion, subject to receipt of an acceptable invoice. All pricing must be in accordance with the attached Quote/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. Invoices must 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: Victor Gonzalez Department: Corpus Christi International Airport Phone: 361-826-1788 Email: Victor@corpuschristitx.gov 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 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 may exercise its right to specify time, place, and quantity of Services to be delivered in the following Service Agreement Standard Form -Aviation Page 2 of 8 Approved as to Form: October, 2025 manner: any City department or division may send to Contractor a purchase release order signed by an authorized employee of the department or division. The purchase release order must refer to this Agreement, and Services will not be rendered until the Contractor receives the signed purchase release order. 7. Inspection and Acceptance. Any Services 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 the City's invoice. 8. Warranty. (A) The Contractor warrants that all products supplied under this Agreement are new, quality items, 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) The specific warranty provisions applicable to this Agreement are stated in Attachment D, which is attached to this Agreement and incorporated by reference into this Agreement as if fully set out here in its entirety. Products and Services, if any, 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. (C) Contractor warrants that all Services shall be performed in accordance with the standard of care used by similarly situated contractors performing the same type or kind of services. 9. Quality/Quantity Adjustments. Any Service quantities indicated on Attachment B 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 Term. 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 City's fiscal 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 a budget item for this Agreement will be adopted, as that Service Agreement Standard Form -Aviation Page 3 of 8 Approved as to Form: October, 2025 determination and decision is within the City Council's sole discretion when adopting each fiscal budget. 11. Independent Contractor. Contractor shall perform the Services and work required by this Agreement as an independent contractor and shall 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. In performing the Services and work pursuant to this Agreement, Contractor may not enter into subcontracts or utilize the services of subcontractors. 13. Amendments and Change Orders. This Agreement may be modified only by written amendment or change order signed by an authorized representative of each party. Change orders may be used to modify quantities as deemed necessary by the City. Any changes that alter the method, price, or schedule of Services and work by the Contractor must be allowable, allocable, within the scope of any applicable federal grant or cooperative agreement, and reasonable for the completion of the project scope for the Services. 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. Reserved. 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: Victor Gonzalez, Senior Project Manager Aviation Department 1000 International Dr., Corpus Christi, TX 78406 Phone: 361-826-1788 Fax: 361-826-4580 IF TO CONTRACTOR: Landmark Electric Company, LLC Attn: James Hernandez, Owner Address: 4630 Larkspur Lane, Corpus Christi, TX 78416 Phone: 361-929-2122 Fax: N/A Service Agreement Standard Form -Aviation Page 4 of 8 Approved as to Form: October, 2025 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, 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) Termination for Cause. The City may terminate this Agreement for Contractor's failure to comply with any of the terms of this Agreement. The City 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 provided, the City may terminate this Agreement immediately thereafter. (B) Termination for Convenience. Alternately, the City may terminate this Agreement for convenience upon 30 days' advance written notice to the Contractor. In the event of a termination for convenience, the Contractor shall be compensated for all Services performed prior to the date of termination, and the City shall have no further obligation to the Contractor. 19. Effect of Breach. In addition to the remedy of termination, if the Contractor violates or breaches any provision of the Agreement, the City may pursue any other claims or causes of action available under the law. No specific sanctions or penalties apply to this Agreement except those that are otherwise available under the law. Service Agreement Standard Form -Aviation Page 5 of 8 Approved as to Form: October, 2025 20. Limitation of Liability. The City's maximum liability under this Agreement is limited to the total amount of compensation stated 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 existing and 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 and file Form 1295 "Certificate of Interested Parties" as part of this Agreement. 25. Governing Law. Contractor agrees to comply with all applicable 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 the forum for such disputes is the appropriate district or county court in Nueces County, Texas. In accordance with Chapter 2271 , Texas Government Code, if this contract has a value of $100,000 or more paid wholly or partly from public funds and the Contractor has 10 or more full-time employees, Contractor verifies that the Contractor does not boycott Israel and will not boycott Israel during the term of this Agreement. In accordance with Chapter 2274, Texas Government Code, Contractor verifies that the Contractor does not have a practice, policy, guidance, or directive that discriminates against a firearm entity or firearm trade association and will not discriminate during the term of the Agreement against a firearm entity or fire trade association. In accordance with Chapter 2276, Texas Government Code, Contractor verifies that the Contractor does not boycott Service Agreement Standard Form -Aviation Page 6 of 8 Approved as to Form: October, 2025 energy companies and will not boycott energy companies during the term of this Agreement. 26. The applicable law for any legal disputes arising out of this Agreement is the law of the State of Texas, and the forum for such disputes is the appropriate district or county court in Nueces County, Texas. 27. Public Information Act Requirements. This clause 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. 28. Federal Funding Requirements. This project is subject to requirements provided for the Federal Aviation Administration (FAA) and/or other federal agencies. A set of Federal Requirements has been attached as Attachment E, the content of which is incorporated by reference into this Agreement as if fully set out here in its entirety. The Contractor must comply with Attachment E while performing the Services. The Contractor will insert in any subcontracts all Federal Provisions/Requirements contained in the Agreement, such other clauses as the FAA, or its designee may by appropriate instructions require and a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime Contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses. 29. 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] Service Agreement Standard Form -Aviation Page 7 of 8 Approved as to Form: October, 2025 Landmark Electric Company, LLC 161;M&S,- HE rn;2 Ko z Signature: James Hernandez(Nov 6,202519:43:06 CST) Printed Name: James Hernandez Owner and Master Electrician Title: Date: 11/06/2025 CITY OF CORPUS CHRISTI Rachel Erben Assistant Director of Contracts & Procurement Date: APPROVED AS TO LEGAL FORM: Assistant City Attorney Date Reviewed by: Nora Vamz 11/06/2025 Nora Vargas(Nov 6,2b15 16:35:05 CST) Purchasing Manager Date Attached and Incorporated by Reference: Attachment A: Scope of Work Attachment B: Quote/Bid/Pricing Schedule Attachment C: Insurance and Bond Requirements Attachment D: Warranty Requirements Attachment E: Federal Requirements Incorporated by Reference Only: Exhibit 1 : RFB/RFP No. 6764 Exhibit 2: Contractor's Bid/Proposal Response Service Agreement Standard Form -Aviation Page 8 of 8 Approved as to Form: October, 2025 Section 4 - Scope of Work General Requirements/Background Information: A. The Contractor shall provide replacement LED lighting fixtures at the Corpus Christi International Airport (CCIA) as outlined in this Scope of Work. Fixtures are pole-type luminaires requiring replacement of heads and assemblies up to the base of the pole. CCIA is located at 1000 International Drive, Corpus Christi, Texas 78406. B. The Contractor shall provide all labor, materials, necessary tools, expendable equipment, and all utility and transportation services necessary to perform and complete all work required in connection with the LED light fixture upgrades, in accordance with the plans and specifications. C. All replacement products must be new and shall comply with the provisions of Build America Buy America (BABA) Act. D. All products must meet the Design Light Consortium (DLC) and/or ENERGY STAR® rating per a directive from DOE, EECBG, to utilize proven energy conservation measures. E. Groups defined in Section 4.2 may be awarded to multiple Contractors. Scope of Work: A. Apron Lighting (AOA) 1 . The Contractor shall provide replacement of various models/types of apron light fixtures and wall-mounted 550W LED area sources lighting/photocontrol sensors for the Apron Lighting. 2. The Contractor shall furnish all parts, labor, materials, and equipment necessary to replace existing lights with new LED pole-mounted fixtures that can provide a minimum range of foot-candle illumination along the CCIA Apron. 3. The Contractor shall verify and recommend an LED light fixture; a minimum of two to four-foot candle illumination without adding new poles. See Exhibit A for a product specification information example. The Contractor shall ensure that replacement is performed with products that are equivalent to and/or exceed ENERGY STAR-qualified and DIC-designated guidelines. 4. The Contractor shall provide products that earn the ENERGY STAR label and meet the ENERGY STAR specifications for energy efficiency and warranties. 5. The Contractor shall be responsible for traffic control in coordination with CCIA. Page 1 of 80 B. Hangar Lane (Public Street Lighting) 1 . The Contractor shall replace various exterior street light fixture models/types from 40OW-480V high-pressure sodium light fixtures to 150W-480V area (street) flood LED sources lighting/photocontrol sensors for Hangar Lane. See Exhibit B for a product specification information example. The Contractor shall ensure that replacement is performed with products that are equivalent to and/or exceed ENERGY STAR-qualified and DIC-designated guidelines. 2. The Contractor shall provide products that earn the ENERGY STAR label and meet the ENERGY STAR specifications for energy efficiency and warranties. 3. Fixtures are pole-type luminaires that require replacement of heads and assemblies up to the base of the pole. 4. The Contractor shall furnish all parts, labor, materials, and equipment necessary to replace existing lights with new LED pole-mounted fixtures that can provide a minimum of 2-4 foot-candle illumination along Hangar Lane. 5. The Contractor shall be responsible for traffic control. C. International Drive (Public Street Lighting) 1 . The Contractor shall replace various light fixture models/types with 40OW - 480V area flood LED sources lighting/photocontrol sensors for the Street Lighting. See Exhibit C for a product specification information example. The Contractor shall ensure that replacement is performed with products that are equivalent to and/or exceed ENERGY STAR-qualified and DIC-designated guidelines. 2. The Contractor shall provide products that earn the ENERGY STAR label and meet the ENERGY STAR specifications for energy efficiency and warranties. 3. Fixtures are pole-type luminaires that require replacement of heads and assemblies up to the base of the pole. 4. The Contractor shall furnish all parts, labor, materials, and equipment necessary to replace existing lights with new LED pole-mounted fixtures that can provide a minimum of 2-4 foot-candle illumination along International Drive. 5. The Contractor shall be responsible for traffic control. D. Covered Parking (Public Area) 1 . The Contractor shall replace 40W area flood LED sources lighting for CCIA Public Covered Parking Lot. See Exhibit D for a product specification information example. The Contractor shall ensure that replacement is performed with products that are equivalent to and/or exceed ENERGY STAR- qualified and DIC-designated guidelines. Page 2 of 80 2. The Contractor shall provide products that earn the ENERGY STAR label and meet the ENERGY STAR specifications for energy efficiency and warranties. 3. Fixtures are mounted on a canopy structure. See Exhibit D-1 for reference. 4. The Contractor shall furnish all parts, labor, materials, and equipment necessary to replace existing parking lot lights with new LED-mounted fixtures that can provide illumination under the Public Covered Parking Lot. 5. The Contractor shall be responsible for traffic control. E. AARF Station 1 . The Contractor shall replace various light fixture models and types. See Exhibit E for a product specification information example. The Contractor shall ensure that replacement is performed with products that are equivalent to and/or exceed ENERGY STAR-qualified and DIC-designated guidelines. 2. The Contractor shall provide products that earn the ENERGY STAR label and meet the ENERGY STAR specifications for energy efficiency and warranties. 3. Flight fixtures to be replaced include: a. Building wall packs (i.e. wall wall-mounted) b. Interior high bay and low bay lights c. Interior ceiling mounted 4. No retrofit installations or systems will be considered for approval. F. Terminal Canopy 1 . The Contractor shall replace 60W-100W variable area UFO LED sources lighting for CCIA Terminal Canopy. See Exhibit F for a product specification information example. The Contractor shall ensure that replacement is performed with products that are equivalent to and/or exceed ENERGY STAR- qualified and DIC-designated guidelines. 2. The Contractor shall provide products that earn the ENERGY STAR label and meet the ENERGY STAR specifications for energy efficiency and warranties. 3. Light fixtures to be replaced include exterior hanging light fixtures. 4. No retrofit installations or systems will be considered for approval. 5. The Contractor shall be responsible for traffic control in coordination with CCIA. Special Instructions: A. All work must be performed by the Contractor in accordance with the most recent National Electrical Code (NEC) in publication in Texas. Page 3 of 80 B. For those lighting fixtures identified for replacement (i.e., one-for-one exchange), the Contractor shall rely on all lighting fixtures, as specified by CCIA, to meet or exceed the specifications in terms of technical capability. C. All electrical work must be completed by a licensed electrician. D. The Contractor shall remove and lawfully dispose of existing fixtures and associated parts such as junction boxes, line fuses, surge protection, wiring, lights, timers, photocell sensors, etc. E. The Contractor shall coordinate work activities and job hazards with Airport Representatives and barricade areas to prevent unauthorized entry to work areas. F. All work and staging must be thoroughly cleaned before the Contractor completes work at the site. G. The Contractor shall be responsible for marking the electric lines. Work Site and Conditions: A. The Contractor shall coordinate the schedule with the Airport Representative. 1 . For Sections A, B, C, D, and F, working hours must be Monday through Friday, 7:00 am to 6:00 pm. 2. For Section E, the working hours must be Monday through Friday, 7:00 am to 3:00 pm. B. Any unauthorized changes or services performed by the Contractor will be the responsibility of the Contractor. Contractor Quality Control and Superintendence: The Contractor shall ensure that the product and services meet quality standards and are acceptable to the City's Contract Administrator to assure that the requirements of the Contract are provided as specified. The Contractor shall also provide supervision of the work to ensure it complies with the contract requirements. Page 4 of 80 ------ i Page • of 8 Dialight ProSite LED Floodlight I F2U7FB8NDENVGN .............. ProSite LED Floodlight F2U7FB8NDENVGN — _ Mechanical Information . Fixture weight: 54 Ibs(24kg) _ Shipping weight: 62 Ibs(28kg) Mounting: Angled Swivel Bracket 316 SS Power cord: No Cord Variable Dimming Variable Dimming Control: 0-10V/DALI Electrical Specifications Project o a o Total system power 484W consumption: Part Number F2U7FB8NDENVGN Operating temperature: '-40°Fto+131°F(-40°Cto Project +55°C) THD: <20% Fixture Type Date Transient protection: 6KV/3KA combination wave,a per IEEE C62.41,line-line and line-ground.Optional: Specifications 10kV/5kA for non-hazardous models Power factor: >0.9 Operating voltage: 120-277 VAC/120-250 VDC 10kV Surge Construction Housing: A360 Die-cast aluminum Finish: Superior epoxy and polyester dual coat finish Lens: Integrated PC Lens+Glass Lens Cover Certifications & Ratings Color: Gray • 10 year warranty • UL 1598/A Photometric Information CSA C22.2 No 250.0 . NOM Ili Cool White 5000K CRI: 70 Ali values typical unless otherwise stated(tolerance+/- 1001o) WARNING-INSTALLATION&SECONDARY RETENTION.Use of any Dialight products without proper installation(including secondary retention/netting)and periodic inspections could cause severe injury or death. Dialight recommends that all installations should use secondary retention/netting(appropriate to the installation environment)where applicable.It is the exclusive responsibility of the contractor,installer and/or end-user to:(a)determine the suitability of the product for its intended application;and,(b)ensure that the product is safely installed(with secondary retention/netting where appropriate)and in compliance with all applicable laws and regulations.To the extent permissible under applicable laws,Dialight disclaims all liabilit for personal injury and/or other damage resulting from any dislodgment or other dislocation of its products. Wage 7 of$0 1 www.dialight.com Dialight ProSite LED Floodlight I F2U7FB8NDENVGN .............. ProSite LED Floodlight F2U7FB8NDENVGN YI Ordering Information ProSite LED Floodlight - 120-277 VAC/1 20-250 VDC 1 OkV Surge Part Number Lumens Wattage Im/W CCT Lens Beam Distribution Mounting Options Power Cable E F2U7FB8NDENVGN 60,100 484 125 Cool Integrated PC Asymmetric Angled Bracket No Cord White Lens+Glass 5000K- Lens Cover 70 CRI All values typical unless otherwise stated(tolerance+/-10%) Dimensional Drawings 0j35 _ a.ea Irzlsi 1A _ _ -$5fi 313 I)0.51 IN21 O O 249 24B q W Isla nso mfiz° "' EX011g ht U 195 228 14951 158o7 Dimensions in inches(mm) Beam Distribution 11 so. ,D' \ 80° � 50' 48° 3W 20° pe 10° Please reference spec sheet at www.dialight.com for additional dimensional drawings and replacement parts. Need help?Tech help line: (732)919-3119 Email: info@dialight.com Website: www.dialight.com DISCLAIMER All product information provided is,to the best of Dialighttos knowledge,accurate as of the date of publication.When ordering,refer to www.dialight.com for current versions of:(a)relevant product documentation(including the relevant product data sheets);(b)Dialight terms and conditions of sale;and,(c)the relevant product warranty.To the extent that any contract is deemed formed between Dialight and the purchaser of Dialight products and/or an end-user,versions of documents available at—.dialight.com as it'he.onto of sale shall be the versions incorporated therein.In the event of any discrepancy between this document or information provided at www.dialight.com,the latter shall prevail. Page 8 of 80 2 www.dialight.com Dialight ProSite LED Floodlight I F2UN4B8NDENVGN .............. ProSite LED Floodlight F2UN4B8NDENVGN Mechanical Information . Fixture weight: 47 Ibs(21 kg) Shipping weight: 55 Ibs(25kg) 1. Mounting: Angled Swivel Bracket 316 SS Power cord: No Cord i� Variable Dimming Variable Dimming Control: 0-10V/DALI Electrical Specifications Project o a o Total system power 484W consumption: Part Number F2UN4B8NDENVGN Operating temperature: '-40°Fto+131°F(-40°Cto Project +55°C) THD: <20% Fixture Type Date Transient protection: 6KV/3KA combination wave,a per IEEE C62.41,line-line and line-ground.Optional: Specifications 10kV/5kA for non-hazardous models Power factor: >0.9 Operating voltage: 120-277 VAC/120-250 VDC 10kV Surge Construction Housing: A360 Die-cast aluminum Finish: Superior epoxy and polyester dual coat finish Lens: Integrated PC Lens Certifications & Ratings Color: Gray • 10 year warranty • UL 1598/A Photometric Information CSA C22.2 No 250.0 . NOM CCT: Cool White 5000K CRI: 70 All values typical unless otherwise stated(tolerance+/- 10p/o) WARNING-INSTALLATION&SECONDARY RETENTION.Use of any Dialight products without proper installation(including secondary retention/netting)and periodic inspections could cause severe injury or death. Dialight recommends that all installations should use secondary retention/netting(appropriate to the installation environment)where applicable.It is the exclusive responsibility of the contractor,installer and/or end-user to:(a)determine the suitability of the product for its intended application;and,(b)ensure that the product is safely installed(with secondary retention/netting where appropriate)and in compliance with all applicable laws and regulations.To the extent permissible under applicable laws,Dialight disclaims all liabilit for personal injury and/or other damage resulting from any dislodgment or other dislocation of its products. Wage 9 of$0 1 www.dialight.com Dialight ProSite LED Floodlight I F2UN4B8NDENVGN .............. ProSite LED Floodlight F2UN4B8NDENVGN YI Ordering Information ProSite LED Floodlight - 120-277 VAC/1 20-250 VDC 1 OkV Surge Part Number Lumens Wattage Im/W CCT Lens Beam Distribution Mounting Options Power Cable F2UN4B8NDENVGN 65,000 484 135 Cool Integrated PC NEMA 4(Medium Angled Bracket No Cord White Lens 55°) 5000K- 70 CRI All values typical unless otherwise stated(tolerance+/-10%) Dimensional Drawings 0125 - a.ea Irzlsl $5fi 131,81 - 3131)0.51 - IN21 Isa3� � O O 249 I63c1 q W 1459 nso mfiz° � ®Bcilllght U 195 228 14951 158o7 Dimensions in inches(mm) Beam Distribution so. se° ,D- 60- 50' 40° 31Y 20° 0° t0' Please reference spec sheet at www.dialight.com for additional dimensional drawings and replacement parts. Need help?Tech help line: (732)919-3119 Email: info@dialight.com Website: www.dialight.com DISCLAIMER All product information provided is,to the best of Dialighttos knowledge,accurate as of the date of publication.When ordering,refer to www.dialight.com for current versions of:(a)relevant product documentation(including the relevant product data sheets);(b)Dialight terms and conditions of sale;and,(c)the relevant product warranty.To the extent that any contract is deemed formed between Dialight and the purchaser of Dialight products and/or an end-user,versions of documents available at www.dialight.com as at the date of sale shall be the versions incorporated therein.In the event of any discrepancy between this document or information provided at www.dialight.com,the latter shall prevail. Page 10 of 80 2 www.dialight.com $ CL § )f 01 k_ � t z L . . LL ® ƒ \ + ~ _ � { \ � / S 2 ■ z m 2 \ E § � w $ e > CL E 2 ) z ® cn « ) _ �� § - \ \ $ & � § ® a 2 e ] / ca ) $ � \ A � \ / § 2 \2 x m , = x o 2 ' owaca { $ m \ � \/ � \ Page IIof8 Mi4axLiTe® 9— ®m r R:oHS O * (b D EI E o-Max TAA CONTROLS COMPATIBLE � � l Cc PROJECT NAME: CAT.#: NOTES: FIXTURE SCHEDULE: AE Switch Area Light Product Description The AE Switch Area Light offers tremendous selectability and controls capabilities. Besides CCT and Wattage choices, it expands its versatility to include changing distributions between Types III, IV and V! It covers wattages ranging from 75W-300W in either 120-277V or 277-480V using two low EPA housings. It also offers a variety of mounting options along with visor accessories.All of this is available with robust surge protection and Maxlite's proven quality bringing you great value in a competitive Value Series package. �Wl Features 3K 4K 5K 27 performance options just a switch away! -Distribution Types III, IV or V -CCT selectable between 3000/4000/5000K -Wattage selectable • c-Max and/or twist lock receptacle control options ���' • Universal 120-277V standard, High Voltage 277-480V option (t 15 • Robust surge protection-6kV+ 10kA standard with 20kA option • Toolless housing access for easier maintenance • Variety of mountings-Arm, Slipfitter and Trunnion "FA • ANSI 3G vibration rated • TA --mpliance available-contact Maxlite for details Model Selection FAMILY WATTAGE VOLTAGE DISTRIBUTION - CCT FINISH MOUNTING` CONTROL OPTIONS SURGE (FACTORY/NSTALLED) AE= Slim 100= 75/85/10OW U= 120-277V MC= Choice WCS= CCTMattage B= Bronze STANDARD CR= Controls ready for Blank= 6kV+10kA Area between Selectable(3/4/5K) K= Upper half knuckle attached c-Max Controls Surge 150= 100/125/15OW H= 277-480V Types 111, Contact Maxlite with 6'SO cord Protection IV or V for additional RPC= 3-pin twist lock (Standard) 200= 150/175/20OW ` Order lower half flexible arm or receptacle y/finishes. s/ipfitter(23/8'OD)separately (CR remains S= 20kA Surge 300= 200/250/30OW W -see Mounting Guide&Accessories Chart functional) Protection FACTORY INSTALLED OPTIONS*` Factory Installed A= Straight Arm PR7= 7-pin twist lock receptacle T= Trunnion (CR disconnected) 2= Flexible Arm and Slipfitter included •Arms rd both square and round poles -see Installation Manual '•For Field Installed Options -see Mounting Guide&Accessories chart Mounting Guide Flexible Arm or Slipfitter(attach to Upper Knuckle) Field installed options Upper Knuckle"K" Slipfitter Flexible Arm FAttached K Upper Knuckle"K" Upper knuckle AE-SAB to fixture Upper (attached,standard) Straight Arm knuckle Upper AE-KLH (field installed) Slipfitter (lower half of knuckle, Flexible ordered separately) M Trunnion Arm L�t: �1— r ' AE-FLH Remove factory (field installed) Flexible Arm installed upper Upper Knuckle is attached to the fixture and includes 6'SO cord.It is the (lower half of knuckle, knuckle"K". Install Straight arm For Factory installed options,see mounting point for Flexible Arm&Slipfitter which are ordered separately. ordered separately) or Trunnion mount. Mounting in Model Selection matrix 15 5-year standard warranty(further details available at www,maxlite.com/warranties) ©2025 Specifications subject to change without notice. Page 12 Of 80 Mi4axLiTe® % ® �RoHS o-Max &00 (0 (b80F CONTROLS COMPATIBLE Cc ,-AE Switch Area Light DLC Chart Primary Use Designation: Outdoor Pole/Arm-Mounted Area and Roadway Luminaires Universal Models High Voltage Models MODEL# DLC PRODUCT ID MODEL# DLC PRODUCT ID AE1000[MC,IR1-WCS[ALL OPTIONS] S-NIRGY3 AE100H[MC,IR1-WCS[ALL OPTIONS] S-MVN60V AE150U[MC,IR1-WCS[ALL OPTIONS] S-BXDJ7Q AE150H[MC,IR1-WCS[ALL OPTIONS] S-6SNRKR AE2000[MC,IR1-WCS[ALL OPTIONS] S-QKIZGD AE200H[MC,IR]-WCS[ALL OPTIONS] S-JVSXLX AE3000[MC,IR1-WCS[ALL OPTIONS] S-9PSMDO AE300H[MC,IR1-WCS[ALL OPTIONS] S-2H7WRV Accessories (Sold Separately) ORDER CODE MODEL NUMBER DESCRIPTION IMAGE 112467 AE-SHIELD-SM AE CHANGEABLE OPTICS FRONT/BACK SHIELD<150W,EPA=0.47 112468 AE-SHIELD-LG AE CHANGEABLE OPTICS FRONT/BACK SHIELD>150W,EPA=0.64 112465 AE-VISOR-SM AE CHANGEABLE OPTICS SIDE VISOR<150W,EPA=0.65 112466 AE-VISOR-LG AE CHANGEABLE OPTICS SIDE VISOR>150W,EPA=0.84 ' 111983 AE-FLH LOWER KNUCKLE ARM ATTACHES TO UPPER HALF OF THE KNUCKLE(K)ON THE FIXTURE 111984 AE-KLH LOWER KNUCKLE SLIPFITTER ATTACHES TO UPPER HALF OF THE KNUCKLE(K)ON THE FIXTURE 111217 AE-SAB STRAIGHT ARM FOR AE SERIES, BRONZE (REMOVE UPPER KNUCKLE TO INSTALL,SEE MOUNTING GUIDE ABOVE) 112461 MAE-TSB TRUNNION SWIVEL FOR AE SERIES, BRONZE (REMOVE UPPER KNUCKLE TO INSTALL,SEE MOUNTING GUIDE ABOVE) 105038 PCTL-UNV TWIST-LOCK ELECTRONIC PHOTOCONTROL 120/208/240/277V (USED WITH RPC OR PR7 OPTION,NOT C-MAX) 105866 PCTL-HV TWIST-LOCK ELECTRONIC PHOTOCONTROL 480V (USED WITH RPC OR PR7 OPTION,NOT C-MAX) 96268 MLRTLPCRSP SHORTING CAP FOR NEMA TWIST LOCK PHOTOCELL RECEPTACLE(3,5 OR 7 PIN) 105567 CN-REMOTE C-MAX REMOTE CONTROL,AT LEAST 1 PER PROJECT TO PROGRAM MOTION SENSOR(RPC OR PR7) 105569 CN-RDPCBt C-MAX PHOTOCELL NODE ROUND, BRONZE, IP66, USED WITH CONTROLS READY FIXTURES 105566 CN-RDMSBt' C-MAX CONTROL NODE ROUND,PIR MOTION SENSOR/PHOTOCELL, BRONZE, IP66, USED WITH CONTROLS READY FIXTURES 105897 NN-RDB NETWORK NODE ROUND,BRONZE • 111459 NN-RDMPBXR NETWORK NODE ROUND, PIR MOTION SENSOR, PHOTOCELL, BLACK,EXTENDED(XR)RANGE 106391 NN-RDW NETWORK NODE ROUND,WHITE t Requires 1.5M Allen wrench Requires at least 1 remote control(CN-REMOTE)per project to program Requires c-Max App ©2025 Specifications subject to change without notice. Page 13 Of 80 3 6 Mi4 axLiTe° 9((�N-TAMLSiCO ®m �RoHS0 0 © ® ®ax ` TAAMPATIBLE ,_AE Switch Area Light Specifications AE100 AE150 AE200 AE300 Nominal Wattage Selectable 100/85/75W Selectable 150/125/100W Selectable 200/175/150W Selectable 300/250/200W &Distribution Type Type III,IV or V distribution Type III,IV or V Type III,IV or V Type III,IV or V 100W* 150W* 200W* 300W* Type III(Default setting) 15,790-16,390 Im 21,640-22,810 Im 28,970-30,090 Im 43,220-45,670 Im Lumens Range(Im) 85W 125W 175W 250W (Lumens depend on 12,750-13,650 Im 18,120-20,750 Im 25,550-28,090 Im 37,000-40,660 Im CCT setting) 75W 100W 150W 200W 10,950-11,770 Im 15,790-16,390 Im 21,640-22,810 Im 28,970-30,090 Im TYPE III B3,U0,G3 B3,U0,G3 B4,U0,G4 B4,U0,G4 BUG rating(3K/4K/5K) 100W* 150W* 200W* 300W* Type IV 15,930-16,550 Im 21,970-23,030 Im 28,800-29,860 Im 43,680-45,030 Im Lumens Range(Im) SSW 125W 175W 250W (Lumens depend on 12,750-13,650 Im 18,120-20,750 Im 25,550-28,090 Im 37,000-40,660 Im CCT setting) 75W 100W 150W 200W 10,950-11,770 Im 15,930-16,550 Im 21,970-23,030 Im 28,800-29,860 Im TYPE IV B3,U0,G3 B4,UO,G4 B4,U0,G4 B5,UO,G5 BUG rating(3K/4K/5K) 100W* 150W* 200W* 300W* Type V 15,260-15,900 Im 21,360-23,030 Im 28,850-30,020 Im 43,700-45,000 Im Lumens Range Orn) 85W 125W 175W 250W (Lumens depend on 12,750-13,650 Im 18,120-20,750 Im 25,550-28,090 Im 37,000-40,660 Im CCT setting) 75W 100W 150W 200W 10,950-11,770 Im 15,260-15,900 Im 21,360-23,030 Im 28,850-30,020 Im TYPE V 3K: 134,UO,G3 3K: B4,UO,G4 3K: 64,UO,G4 3K: B5,U0,G5 BUG rating(3K/4K/5K) Efficacy(Im/w) 146-168 145-166 146-161 146-163 EPA(sq ft)- 0*=0.4343988 0° =0.4343988 0°= 0.4849236 0° =0.4849236 w/Slipfitter** 01 Horizontal/901 Vertical 90' =1.699908 90'=1.699908 90'=2.676216 90'=2.676216 EPA(sq ft)- 0°= 0.5203704 0° =0.5203704 0°= 0.573006 0° =0.573006 w/Adjustable Arm** 01 Horizontal/300 Vertical 300= 0.8542836 30'=0.8542836 30'=1.431732 300 =1.431732 CRI >80 Color Temperature(K) 3000K/4000K/5000K Selectable(Default CCT:5000K) Default power setting **See Accessories section description for Shield and Visor EPA values ©2025 Specifications subject to change without notice. Flage 14 O Mi4 axL,Teo ft ®m ® RoHS e) * (b80r c o�ilaX , TAa CONTROLS COMPATIBLE LightAE Switch Area Specifications AE100 AE150 AE200 AE300 Voltage 120-277V,277-480V option Dimming 0-10V,compatible with c-Max Controls,3pin or 7pin twist lock NEMA receptacle option Surge Protection 6kV integral to driver+10kA stand alone standard,20kA option Lumen Maintenance 100,000+ Hours (L70) hrs Housing Die Cast Aluminum with corrosion resistant polyester powder coat Lens Polycarbonate Standard upper half knuckle with 6'SO cord attached -Order lower half Flexible Arm (AE-FLH)or Slipfitter(AE-KLH-2 3/8"OD)separately -see Accessories Chart& Mounting Guide Mounting Additional choices for factory install -Straight Arm(A),Trunnion (T)or both Flexible Arm and Slipfitter in same carton(2) -See Accessories Chart&Mounting Guide for field installable mountings NOTE Arms fit both square and round poles,see Installation Manual Weight w/Slipfitter 10.09 Ibs 10.09 Ibs 13.91 Ibs 13.91 Ibs Weight w/Arm 10.38 Ibs 10.38 Ibs 14.17 Ibs 14.17 Ibs Weight w/Trunnion 12.86 Ibs 12.86 Ibs 17.91 Ibs 17.91 Ibs Operating -40°C/40°F-50°C/122°F Temperature (based on outdoor dusk to dawn operation in non-hazardous applications) Listings UL, FCC, RoHS,DLC,ANSI 3G,TAA Available DLC Premium-Outdoor Pole/Arm-Mounted Area and Roadway Luminaires Environmental IP65,Wet Location Warranty 5 Years(see Maxlite warranty page for details) ©2025 Specifications subject to change without notice. Page 15 Of 80 oLcum o r�93 5 - IP65 _ BLE m IMT Q y CEgTIFIEO YEAR RVA—D. AE Switch Area Light II I gumming ZME _ I II�1 1 1 .• • . , II II 'Ail 1 1 1 1 1 1 I :I r :ID:all t :.. a-:.:: ... •C.�CI..:C.S.. mm L-1 . 1 Phone:1-800-555-5629 Fax:973-244-7333 Web:www.maxlite.com E-mail:info@maxlite.c PLM#803 Rev:04/02/2025 o . V AL 1% - s F ? § i OI1 P65 i1D � - O CEgTIFIEO YEAR RVAlLR6LE AE Switch Area Light • • -• • , • • - • • - . • • • - • • • - •- • • II I II II ■■■■■■ ■■■■■■ ■■■M■■■■ ■�%■■\\■ ■■■�■■■■ , I■■■■■■■■ ■■■■■.��►■■ ., ■E■■■s ■\MEMO■■ ., I■■M■■M■■ MEMO II I II II ■IA,IAND ■PAr"/.■■■■■ , ■■'/.POIN■■■ ■ME■■■■■ ■■//■1■■■ , ■/IRAIII■■■ , I■■■■■■■■ , ■/■■■■■■ MICIILJ�JI��� 111111IL■�JI�I� IMKII"ILUDIMI� 1111111LJ�11�1� pia MEMMEMEM ■MEME WS ■ MEMO I■■`iiir■■ , ■MEM r■■ II I II II EMENNE" , ■■G \■■ , ■■► ■■■ , ■■■■O■■■ ■I/I.ONOR E ■FAIL■',■■■ ' ■II■■,■\■ ■IA■■■MEN Ed MENIMMEME ■■■ ■ILA N00 m■ , 0\\■ III■ ■\\O`01I.II■ , ■■■`■ III■ Phone:1-800-555-5629 Fax:973-244-7333 Web:www.maxilte.com E-mail:info@maxlite.com PLM#803 Rev:04/02/2025 o • [Crl;�qe 1 of 6 C 10 Mii 90 Q.0 C ��Te 90 (D) LISTED ■.-.�■ ■.....■ PROJECT NAME: CAT.#: NOTES: FIXTURE SCHEDULE: Slim Flood Adjustable Beam • • : • • on separate sheet Adjustable Beam Angle I MSF20 MSF35 MSF60 MSF80 Y J Wattage/CCT&PC Switches Product Description: The MaxLite Slim Flood Light family delivers high performance in a small and price-effective package.All versions are available for a variety of mounting applications- 1/2"threaded knuckle,yoke and slipfitter. All models are CCT and Wattage selectable and include an integral photocell. Best of all,the beam angles are adjustable between Narrow, Medium and Wide allowing the customer to customize for their application. Construction: Installation: • Die cast aluminum housing with corrosion resistant • All models have adjustable beam angles between Narrow, powder coat paint Medium and Wide • Tempered glass lens • Includes both 1/2"threaded knuckle and yoke mount. Use TR2.37BZ for slipfitter applications Controls: • 4'SO cord • Includes photocell with on/off switch Listings: • 4'staged 0-10V dimming leads • UL listed for Wet Locations, Outdoor Ordering Information FAMILY WATTAGE VOLTAGE BEAM - CCT FINISH MOUNTING CONTROLS MSF=Slim Flood 20=20W U=120-277V A=Adjustable CS= CCT B=Bronze KTY=Knuckle 1/2" PC=120-277V (Selectable between Selectable Threaded and Photocell 10/15/20W) Narrow/ (3/4/5K), w Yoke both 35=35W Medium/ dedicated included in (Selectable Wide 45W only carton,(use 10/25/35W) TR2.37BZ 45=45W WCS= CCT for Slipfitter (Dedicated (3/4/5K) applications) Wattage) /Wattage 60=(Selectable Selectable 45/50/60W) 80=(Selectable 55/70/80W) ® 5-year standard warranty(further details available at www.max]ite.com/warranties)Product may be eligible for a warranty extension to 10 years,for anadditional fee. Contact MaxLite for details. ©2024 Specifications subject to change without notice. Page 18 Of 80 * � r/► i axLire® (M) LISTED US 0 o # '\[�1�� Q. c _ ,,�lim Flood Adjustable Beam Angles 20-80W on separate rsheestM Stocked Items ORDER CODE MODEL NUMBER DLC PRODUCT ID# DLC CATEGORY WATTAGE CCT 111747 MSF20UA-WCSBKTYPC S-RLZY60 20.5W 111757 MSF35UA-WCSBKTYPC S-H2C5GY 35W 111758 MSF45UA-CSBKTYPC S-4WFSWJ Outdoor Luminaires-Architectural 46 9W 3/4/5K Flood and Spot Luminaires 111752 MSF60UA-WCSBKTYPC S-31`25W3 62.5W 111755 MSF80UA-WCSBKTYPC S-JLZYLS 78.8W Wattage Selectable Lumen Chart MSF20 10W=1,270-1,630 15W=1,910-2,440 20W=2,610-2,890 MSF35 15W=1,910-2,440 25W=3,240-4,010 35W=4,540-5,250 MSF60 45W=6,220-7,300 50W=6,200-7,800 60W=7,770-8,970 MSF80 55W=7,530-9,010 70W=9,590-11,470 80W=11,710-12,460 Accessories ORDER MODEL NUMBER DESCRIPTION IMAGE CODE 111817 MSF-20WVISOR HALF VISOR FOR MSF20 111818 MSF-35WVISOR HALF VISOR FOR MSF35 �t 111819 MSF-60WVISOR HALF VISOR FOR MSF45 and MSF60 111820 MSF-80WVISOR HALF VISOR FOR MSF80 101679 TR2.37BZ TENON REDUCER CONVERTS 1/2"KNUCKLE THREADED MOUNT(KT) TO 2 3/8"SLIPFITTER KNUCKLE(SK)MOUNT,BRONZE 21"BLACK PVC GROUND STAKE WITH BRONZE DIE CAST CAP,GROUND 104352 GROUNDSTAKE STABILIZERS BARS AND HARDWARE TO MOUNT TO MOUNT JUNCTION BOX, WHICH ALLOWS ADDING AN EXTERNAL PHOTOCELL 104350 JBOXB-4TH JUNCTION BOX WITH 4 1/2"CONDUIT HOLES TOP COVER.PROVIDES MOUNTING FOR FLAT SURFACES AND ADDING EXTERNAL PC(PC-120277EXT) is 105551 MTGCOVER DIE CAST ALUMINUM MOUNTING COVER WITH 3X1/2"THREADED CONDUIT HOLES,BRONZE . ©2021 Specifications subject to change without notice. age 77 of 8 � r/► i axLire® 09) M LISTED US 0 o # '\[�1�� Q. c _ ,,�lirn Flood Adjustable Beam Angles 20-80W on separate rsheestM Specifications 10/15✓20W 15/25135W 45W 45/50/60W 55/70/80W Power Consumption(W) Selectable 10/15/20W Selectable 15/25/35W 45W Selectable 45/50/60W Selectable 55170/80W Lumens(Im)Hightest Wattage* 2,610-2,890 4,540-5,250 6,220-7,300 7,770-8,970 11,710-12,460 Efficacy(Inrl 127-143 130-161 133-163 124-156 137-155 CRI 80 Color Temperature(K) Selectable between 3/4/5K Beam Angle Adjustable between Narrow,Medium and Wide(55°,751 and 901) Voltage 120-277V Surge Protection 2.5kV 6kV Lumen Maintenance(L70)hrs 100K+ Controls 0-10V dimming leads staged and integral photocell with on/off switch Housing Die cast aluminum housing with corrosion resistant polyester powder coat Lens Tempered Glass Mounting 112"threaded knuckle and yoke included(order TR2.37BZ for slipfitter applications) EPA(H=Horizontal,V=Vertical) 0.131-1,0,3V ft2 0.151-1,0.34V ft2 0.22H,0.5V ft2 0.34H,0.65V ft2 Operating Temperature -40°C(-40°F)-40°C(104°F) Weight 2.25lbs(0.96kg) 2.75lbs(1.2kg) 3.75lbs(1.7kg) 5.1lbs(2.3kg) Listings UL,FCC,ANSI 3G Vibration,IP65 DLC 5.1 Premium Warranty 5 years See Wattage Selectable Lumen Chart for additional lumen settings Product Dimensions MSF20/15/10W 159±5mm(6.3"±0.2") 69±5mm(2.7"±0.2") 69±5mm(2.7"±0.2") N N C O � N C +� N O +I 00 N c � o r7 +I N � cD tiLO L6 E E 06 � 117 E LO +I +1 F +I co —4 '~ L+I N 163±5mrr(6.4 ±0. ") Threaded Knuckle Yoke ©2021 Specifications subject to change without notice. Page 20 of 80 Mii xLiTe" '. ) �I'.0 v`\11�/m 3~�m MT *g= 480 �.�LISTED IP65_ PREMIUM m,N �va� VOLT [CC YEAR Slim Flood Adjustable Beam nOMNI 0W Higher nateparatesh et I •I 1 .. I 1 Cn a E EL Ia 92 y •, `7! 1 Cq Threaded Knuckle Yoke MSF60/50/45W ': 1 1 1 :::::: ::::::•1 .:::..._.•_._._._.:._.. �m `1C• I tJ 1 1 Threaded Knuckle Yoke MSF80/70/55W 1 1 I 1 1 1 1 o: i � m _ _ _. :: ::: ,,�; _ .. Y, Phone:1-600-655-6629 Fax:973-244-7333 Web:www.maxlite.com E-mail:info@maxlite.com PLMtf 808 20-80W Rev:09/30/24 2021 '••- 21 of 80 5 6 Mii axL;Te 0 T LISTED°S E ' c . _ Higher wattage versions'I .51im Flood Adjustable Beam Angles 20-80W on separate sheeto Dimensions LEGEND 0.5 fc ISOFOOTCANDLE: Each gridline represents one ■ 1 fc (Chart's Mtg Heightl2 Factor= Actual Mtg Height)2 mounting height. ■ 2 fc For mounting heights Other than Layouts based on 3000K. Results are 3-5%more for 400015000K. noted multiply FC by the below factor. ■ 5 fc Consult IES file for more precise calculations. MSF20W Narrow 10' setback MSF20 Wide 10' setback 45 tilt 0 10 f � ,E 2 10 10' s 0 2 20' 10' s 30' 20' 2 40' 30' 20' 10' 0 10' 20' 30' 40' 30' 20' 10' 0 10' 20' 30' MSF35 Narrow 15' setback MSF35 Wide 15'setback 45 tilt 0 0 15 5 z 30' 15' 2 .5 45' 2 .2 30' 60' 45 30' 15' 0 15' 30' 45' 60' 45' 30' 15' 0 15' 30' 45' ©2021 Specifications subject to change without notice. Page.22 O 6 6 MiiaxLiTe® M@USTEDus • age • Flood Adjustable . Anglesi • separate sheein MSF60 Narrow 20'setback 60' 40' MSF60 Wide 20' setback 45 tilt 0 t 5 20' 20' 40' O .5 60' 20' 80' 60' 40' 20' 0 20' 40' 60' 80' 40' 60' 40' 20' 0 20' 40' 60' MSF80 Narrow 25' setback MSF80 Wide 25' setback 45 tilt 75' 0 25' 25' 6iooE O2 .5 5 25' 75' 50' 75' 50' 25' 0 25' 50' 75' 75' 50' 25' 0 25' 50' 75' ©2021 Specifications subject to change without notice. Page 23 of 80 I - - EXHIBIT B I,I �I ,I ,r i z •� �i I _ - y N C' AA, EXHIBIT Prepared by: Randy Schumann CHANGAR LANE LIGHTING E %w Approved by: Victor Gonzelaz Corpus Christi Hangar Lane s International Airport Not to Scale Sheet No.1 of 1 Date: 04/03/2025 dW Page 24 of 80 Mi4axLiTe® 9— ®m r R:oHS O * (b D EI E o-Max TAA CONTROLS COMPATIBLE � � l Cc PROJECT NAME: CAT.#: NOTES: FIXTURE SCHEDULE: AE Switch Area Light Product Description The AE Switch Area Light offers tremendous selectability and controls capabilities. Besides CCT and Wattage choices, it expands its versatility to include changing distributions between Types III, IV and V! It covers wattages ranging from 75W-300W in either 120-277V or 277-480V using two low EPA housings. It also offers a variety of mounting options along with visor accessories.All of this is available with robust surge protection and Maxlite's proven quality bringing you great value in a competitive Value Series package. �Wl Features 3K 4K 5K 27 performance options just a switch away! -Distribution Types III, IV or V -CCT selectable between 3000/4000/5000K -Wattage selectable • c-Max and/or twist lock receptacle control options ���' • Universal 120-277V standard, High Voltage 277-480V option (t 15 • Robust surge protection-6kV+ 10kA standard with 20kA option • Toolless housing access for easier maintenance • Variety of mountings-Arm, Slipfitter and Trunnion "FA • ANSI 3G vibration rated • TA --mpliance available-contact Maxlite for details Model Selection FAMILY WATTAGE VOLTAGE DISTRIBUTION - CCT FINISH MOUNTING` CONTROL OPTIONS SURGE (FACTORY/NSTALLED) AE= Slim 100= 75/85/10OW U= 120-277V MC= Choice WCS= CCTMattage B= Bronze STANDARD CR= Controls ready for Blank= 6kV+10kA Area between Selectable(3/4/5K) K= Upper half knuckle attached c-Max Controls Surge 150= 100/125/15OW H= 277-480V Types 111, Contact Maxlite with 6'SO cord Protection IV or V for additional RPC= 3-pin twist lock (Standard) 200= 150/175/20OW ` Order lower half flexible arm or receptacle y/finishes. s/ipfitter(23/8'OD)separately (CR remains S= 20kA Surge 300= 200/250/30OW W -see Mounting Guide&Accessories Chart functional) Protection FACTORY INSTALLED OPTIONS*` Factory Installed A= Straight Arm PR7= 7-pin twist lock receptacle T= Trunnion (CR disconnected) 2= Flexible Arm and Slipfitter included •Arms rd both square and round poles -see Installation Manual '•For Field Installed Options -see Mounting Guide&Accessories chart Mounting Guide Flexible Arm or Slipfitter(attach to Upper Knuckle) Field installed options Upper Knuckle"K" Slipfitter Flexible Arm 011 FAttached K Upper Knuckle"K" Upper knuckle AE-SAB Upperto fixture (attached standard) Straight Arm knuckle Upper AE-KLH (field installed) Slipfitter (lower half of knuckle, Flexible ordered separately) MAE-TSB Arm ® ® ® Trunnion r ' AE-FLH Remove factory (field installed) Flexible Arm installed upper Upper Knuckle is attached to the fixture and includes 6'SO cord.It is the (lower half of knuckle, knuckle"K". Install Straight arm For Factory installed options,see mounting point for Flexible Arm&Slipfitter which are ordered separately. ordered separately) or Trunnion mount. Mounting in Model Selection matrix 15 5-year standard warranty(further details available at www,maxlite.com/warranties) ©2025 Specifications subject to change without notice. Page 25 Of 80 Mi4axLiTe® % ® �RoHS o-Max &00 (0 (b80F CONTROLS COMPATIBLE Cc ,-AE Switch Area Light DLC Chart Primary Use Designation: Outdoor Pole/Arm-Mounted Area and Roadway Luminaires Universal Models High Voltage Models MODEL# DLC PRODUCT ID MODEL# DLC PRODUCT ID AE1000[MC,IR1-WCS[ALL OPTIONS] S-NIRGY3 AE100H[MC,IR1-WCS[ALL OPTIONS] S-MVN60V AE150U[MC,IR1-WCS[ALL OPTIONS] S-BXDJ7Q AE150H[MC,IR1-WCS[ALL OPTIONS] S-6SNRKR AE2000[MC,IR1-WCS[ALL OPTIONS] S-QKIZGD AE200H[MC,IR]-WCS[ALL OPTIONS] S-JVSXLX AE3000[MC,IR1-WCS[ALL OPTIONS] S-9PSMDO AE300H[MC,IR1-WCS[ALL OPTIONS] S-2H7WRV Accessories (Sold Separately) ORDER CODE MODEL NUMBER DESCRIPTION IMAGE 112467 AE-SHIELD-SM AE CHANGEABLE OPTICS FRONT/BACK SHIELD<150W,EPA=0.47 112468 AE-SHIELD-LG AE CHANGEABLE OPTICS FRONT/BACK SHIELD>150W,EPA=0.64 112465 AE-VISOR-SM AE CHANGEABLE OPTICS SIDE VISOR<150W,EPA=0.65 112466 AE-VISOR-LG AE CHANGEABLE OPTICS SIDE VISOR>150W,EPA=0.84 ' 111983 AE-FLH LOWER KNUCKLE ARM ATTACHES TO UPPER HALF OF THE KNUCKLE(K)ON THE FIXTURE 111984 AE-KLH LOWER KNUCKLE SLIPFITTER ATTACHES TO UPPER HALF OF THE KNUCKLE(K)ON THE FIXTURE 111217 AE-SAB STRAIGHT ARM FOR AE SERIES, BRONZE (REMOVE UPPER KNUCKLE TO INSTALL,SEE MOUNTING GUIDE ABOVE) 112461 MAE-TSB TRUNNION SWIVEL FOR AE SERIES, BRONZE (REMOVE UPPER KNUCKLE TO INSTALL,SEE MOUNTING GUIDE ABOVE) 105038 PCTL-UNV TWIST-LOCK ELECTRONIC PHOTOCONTROL 120/208/240/277V (USED WITH RPC OR PR7 OPTION,NOT C-MAX) 105866 PCTL-HV TWIST-LOCK ELECTRONIC PHOTOCONTROL 480V (USED WITH RPC OR PR7 OPTION,NOT C-MAX) 96268 MLRTLPCRSP SHORTING CAP FOR NEMA TWIST LOCK PHOTOCELL RECEPTACLE(3,5 OR 7 PIN) 105567 CN-REMOTE C-MAX REMOTE CONTROL,AT LEAST 1 PER PROJECT TO PROGRAM MOTION SENSOR(RPC OR PR7) 105569 CN-RDPCBt C-MAX PHOTOCELL NODE ROUND, BRONZE, IP66, USED WITH CONTROLS READY FIXTURES 105566 CN-RDMSBt' C-MAX CONTROL NODE ROUND,PIR MOTION SENSOR/PHOTOCELL, BRONZE, IP66, USED WITH CONTROLS READY FIXTURES 105897 NN-RDB NETWORK NODE ROUND,BRONZE • 111459 NN-RDMPBXR NETWORK NODE ROUND, PIR MOTION SENSOR, PHOTOCELL, BLACK,EXTENDED(XR)RANGE 106391 NN-RDW NETWORK NODE ROUND,WHITE t Requires 1.5M Allen wrench Requires at least 1 remote control(CN-REMOTE)per project to program Requires c-Max App ©2025 Specifications subject to change without notice. Page 26 of 80 3 6 Mi4 axLiTe° 9((�N-TAMLSiCO ®m �RoHS0 0 © ® ®ax ` TAAMPATIBLE ,_AE Switch Area Light Specifications AE100 AE150 AE200 AE300 Nominal Wattage Selectable 100/85/75W Selectable 150/125/100W Selectable 200/175/15OW Selectable 300/250/20OW &Distribution Type Type III,IV or V distribution Type III,IV or V Type III,IV or V Type III,IV or V 100W* 150W* 200W* 300W* Type III(Default setting) 15,790-16,390 Im 21,640-22,810 Im 28,970-30,090 Im 43,220-45,670 Im Lumens Range(Im) 85W 125W 175W 250W (Lumens depend on 12,750-13,650 Im 18,120-20,750 Im 25,550-28,090 Im 37,000-40,660 Im CCT setting) 75W 10OW 150W 20OW 10,950-11,770 Im 15,790-16,390 Im 21,640-22,810 Im 28,970-30,090 Im TYPE III B3,U0,G3 B3,U0,G3 B4,U0,G4 B4,U0,G4 BUG rating(3K/4K/5K) 100W* 150W* 200W* 300W* Type IV 15,930-16,550 Im 21,970-23,030 Im 28,800-29,860 Im 43,680-45,030 Im Lumens Range(Im) SSW 125W 175W 25OW (Lumens depend on 12,750-13,650 Im 18,120-20,750 Im 25,550-28,090 Im 37,000-40,660 Im CCT setting) 75W 10OW 15OW 20OW 10,950-11,770 Im 15,930-16,550 Im 21,970-23,030 Im 28,800-29,860 Im TYPE IV B3,U0,G3 B4,UO,G4 B4,U0,G4 B5,UO,G5 BUG rating(3K/4K/5K) 100W* 150W* 200W* 300W* Type V 15,260-15,900 Im 21,360-23,030 Im 28,850-30,020 Im 43,700-45,000 Im Lumens Range Orn) 85W 125W 175W 25OW (Lumens depend on 12,750-13,650 Im 18,120-20,750 Im 25,550-28,090 Im 37,000-40,660 Im CCT setting) 75W 10OW 15OW 20OW 10,950-11,770 Im 15,260-15,900 Im 21,360-23,030 Im 28,850-30,020 Im TYPE V 3K: 134,UO,G3 3K: B4,UO,G4 3K: 64,UO,G4 3K: B5,U0,G5 BUG rating(3K/4K/5K) Efficacy(Im/w) 146-168 145-166 146-161 146-163 EPA(sq ft)- 0*=0.4343988 0° =0.4343988 0°= 0.4849236 0° =0.4849236 w/Slipfitter** 01 Horizontal/901 Vertical 90' =1.699908 90'=1.699908 90'=2.676216 90'=2.676216 EPA(sq ft)- 0°= 0.5203704 0° =0.5203704 0°= 0.573006 0° =0.573006 w/Adjustable Arm** 01 Horizontal/300 Vertical 300= 0.8542836 30'=0.8542836 30'=1.431732 300 =1.431732 CRI >80 Color Temperature(K) 3000K/4000K/5000K Selectable(Default CCT:5000K) Default power setting **See Accessories section description for Shield and Visor EPA values ©2025 Specifications subject to change without notice. Page 27 Of 80 , 4 6 Mi4 axLiTe° oMaA CONTROLS COMPATIBLE Q0e) * (b80FCc ,_ AE Switch Area Light Specifications AE100 AE150 AE200 AE300 Voltage 120-277V,277-480V option Dimming 0-10V,compatible with c-Max Controls,3pin or 7pin twist lock NEMA receptacle option Surge Protection 6kV integral to driver+10kA stand alone standard,20kA option Lumen Maintenance 100,000+ Hours (L70) hrs Housing Die Cast Aluminum with corrosion resistant polyester powder coat Lens Polycarbonate Standard upper half knuckle with 6'SO cord attached -Order lower half Flexible Arm (AE-FLH)or Slipfitter(AE-KLH-2 3/8"OD)separately -see Accessories Chart& Mounting Guide Mounting Additional choices for factory install -Straight Arm(A),Trunnion (T)or both Flexible Arm and Slipfitter in same carton(2) -See Accessories Chart&Mounting Guide for field installable mountings NOTE Arms fit both square and round poles,see Installation Manual Weight w/Slipfitter 10.09 Ibs 10.09 Ibs 13.91 Ibs 13.91 Ibs Weight w/Arm 10.38 Ibs 10.38 Ibs 14.17 Ibs 14.17 Ibs Weight w/Trunnion 12.86 Ibs 12.86 Ibs 17.91 Ibs 17.91 Ibs Operating -40°C/40°F-50°C/122°F Temperature (based on outdoor dusk to dawn operation in non-hazardous applications) Listings UL, FCC, RoHS,DLC,ANSI 3G,TAA Available DLC Premium-Outdoor Pole/Arm-Mounted Area and Roadway Luminaires Environmental IP65,Wet Location Warranty 5 Years(see Maxlite warranty page for details) ©2025 Specifications subject to change without notice. Page 28 Of 80 ;Q r� IPG! - 5 PHEMIIIM q'n�+6 CEgTIFIEO YEAR RVAILR,LE AE Switch Area Light II I mmmmmmmmm Al .... .... x Y.::..... : • �x 'i%::x::x A. 4P.xY.'W�G. t. _ :•n L:'A`CY.X.'i::{X: `T"akY •"'^lT' C ii X iYRA .L..:E� .i3 #%..X . g aria w.. _.� rr�: u .. -- �: m _ I II�1 1 1 II II • 1 1 1 1 1 1 I ,max „x r :I gay .....::::::... w- ...0 .CJ.- -i ........... vmu •• %C f't'.A i ...........ti:::::C.... NBC: MUN t : I L-1 . 1 Phone:1-800-555-5629 Fax:973-244-7333 We www.maxlite.com E-mail:info@maxlite.c PLM#803 Rev:04/02/2025 V AL 1% - s F § i OI1 P65 i1D � - O CEgTIFIEO YEAR RVAlLR6LE AE Switch Area Light • • -• • , • • - • • - . • • • - • • • - •- • • II I II II ■■■■■■ ■■■■■■ ■■■M■■■■ ■�%■■\\■ ■■■�■■■■ , I■■■■■■■■ ■■■■■.��►■■ 01INETME�J , ■■0■■_�■■ , ■■■_I�■■N. , ■■M_■■■■■ ., ■E■■■s ■\MEMO■■ ., I■■M■■M■■ MEMO■0 II I II II ■IA,IAND ■PAr"/.■■■■■ , ■■'/.POIN■■■ ■ME■■■■■ ■■//■1■■■ , ■/IRAIII■■■ , I■■■■■■■■ , ■/■■■■■■ MICIILJ�JI��� 111111IL■�JI�I� IMKII"ILUDIMI� 1I1Ill1LJ�11�1� pia MEMMEMEM ■MEMEMS ■ MEMO I■■`iiir■■ , ■MEM r■■ II I II II EMENNE" , ■■G \■■ , ■■► ■■■ , ■■■■O■■■ ■I/I.ONOR E ■FAIL■',■■■ ' ■II■■,■\■ ■IA■■■MEN Ed MENIMMEME ■■■ ® \` \\O`�tl"J� ■ ■■,lN`�I��1■ , ■MIII�r/J,■■ ©I■MEMPAI■■ ■\N00INFI 0\■ , III■ ■ I.II■ , ■■■`■ III■ Phone:1-800-555-5629 Fax:973-244-7333 Web:www.maxlite.com E-mail:info@maxlite.com PLM#803 Rev:04/02/2025 i I` B r 4MV yy -r Mi4axLiTe® 9— ®m r R:oHS O * (b D EI E o-Max TAA CONTROLS COMPATIBLE � � l Cc PROJECT NAME: CAT.#: NOTES: FIXTURE SCHEDULE: AE Switch Area Light Product Description The AE Switch Area Light offers tremendous selectability and controls capabilities. Besides CCT and Wattage choices, it expands its versatility to include changing distributions between Types III, IV and V! It covers wattages ranging from 75W-300W in either 120-277V or 277-480V using two low EPA housings. It also offers a variety of mounting options along with visor accessories.All of this is available with robust surge protection and Maxlite's proven quality bringing you great value in a competitive Value Series package. �Wl Features 3K 4K 5K 27 performance options just a switch away! -Distribution Types III, IV or V -CCT selectable between 3000/4000/5000K -Wattage selectable • c-Max and/or twist lock receptacle control options ���' • Universal 120-277V standard, High Voltage 277-480V option (t 15 • Robust surge protection-6kV+ 10kA standard with 20kA option • Toolless housing access for easier maintenance • Variety of mountings-Arm, Slipfitter and Trunnion "FA • ANSI 3G vibration rated • TA --mpliance available-contact Maxlite for details Model Selection FAMILY WATTAGE VOLTAGE DISTRIBUTION - CCT FINISH MOUNTING` CONTROL OPTIONS SURGE (FACTORY/NSTALLED) AE= Slim 100= 75/85/10OW U= 120-277V MC= Choice WCS= CCTMattage B= Bronze STANDARD CR= Controls ready for Blank= 6kV+10kA Area between Selectable(3/4/5K) K= Upper half knuckle attached c-Max Controls Surge 150= 100/125/15OW H= 277-480V Types 111, Contact Maxlite with 6'SO cord Protection IV or V for additional RPC= 3-pin twist lock (Standard) 200= 150/175/20OW ` Order lower half flexible arm or receptacle y/finishes. s/ipfitter(23/8'OD)separately (CR remains S= 20kA Surge 300= 200/250/30OW W -see Mounting Guide&Accessories Chart functional) Protection FACTORY INSTALLED OPTIONS*` Factory Installed A= Straight Arm PR7= 7-pin twist lock receptacle T= Trunnion (CR disconnected) 2= Flexible Arm and Slipfitter included •Arms rd both square and round poles -see Installation Manual '•For Field Installed Options -see Mounting Guide&Accessories chart Mounting Guide Flexible Arm or Slipfitter(attach to Upper Knuckle) Field installed options Upper Knuckle"K" Slipfitter Flexible Arm 011 FAttached K Upper Knuckle"K" Upper knuckle AE-SAB Upperto fixture (attached standard) Straight Arm knuckle Upper AE-KLH (field installed) Slipfitter (lower half of knuckle, Flexible ordered separately) MAE-TSB Arm ® ® ® Trunnion r ' AE-FLH Remove factory (field installed) Flexible Arm installed upper Upper Knuckle is attached to the fixture and includes 6'SO cord.It is the (lower half of knuckle, knuckle"K". Install Straight arm For Factory installed options,see mounting point for Flexible Arm&Slipfitter which are ordered separately. ordered separately) or Trunnion mount. Mounting in Model Selection matrix 15 5-year standard warranty(further details available at www,maxlite.com/warranties) ©2025 Specifications subject to change without notice. 2 Of 8 Mi4axLiTe® % ® �RoHS o-Max &00 (0 (b80F CONTROLS COMPATIBLE Cc ,-AE Switch Area Light DLC Chart Primary Use Designation: Outdoor Pole/Arm-Mounted Area and Roadway Luminaires Universal Models High Voltage Models MODEL# DLC PRODUCT ID MODEL# DLC PRODUCT ID AE1000[MC,IR1-WCS[ALL OPTIONS] S-NIRGY3 AE100H[MC,IR1-WCS[ALL OPTIONS] S-MVN60V AE150U[MC,IR1-WCS[ALL OPTIONS] S-BXDJ7Q AE150H[MC,IR1-WCS[ALL OPTIONS] S-6SNRKR AE2000[MC,IR1-WCS[ALL OPTIONS] S-QKIZGD AE200H[MC,IR]-WCS[ALL OPTIONS] S-JVSXLX AE3000[MC,IR1-WCS[ALL OPTIONS] S-9PSMDO AE300H[MC,IR1-WCS[ALL OPTIONS] S-2H7WRV Accessories (Sold Separately) ORDER CODE MODEL NUMBER DESCRIPTION IMAGE 112467 AE-SHIELD-SM AE CHANGEABLE OPTICS FRONT/BACK SHIELD<150W,EPA=0.47 112468 AE-SHIELD-LG AE CHANGEABLE OPTICS FRONT/BACK SHIELD>150W,EPA=0.64 112465 AE-VISOR-SM AE CHANGEABLE OPTICS SIDE VISOR<150W,EPA=0.65 112466 AE-VISOR-LG AE CHANGEABLE OPTICS SIDE VISOR>150W,EPA=0.84 ' 111983 AE-FLH LOWER KNUCKLE ARM ATTACHES TO UPPER HALF OF THE KNUCKLE(K)ON THE FIXTURE 111984 AE-KLH LOWER KNUCKLE SLIPFITTER ATTACHES TO UPPER HALF OF THE KNUCKLE(K)ON THE FIXTURE 111217 AE-SAB STRAIGHT ARM FOR AE SERIES, BRONZE (REMOVE UPPER KNUCKLE TO INSTALL,SEE MOUNTING GUIDE ABOVE) 112461 MAE-TSB TRUNNION SWIVEL FOR AE SERIES, BRONZE (REMOVE UPPER KNUCKLE TO INSTALL,SEE MOUNTING GUIDE ABOVE) 105038 PCTL-UNV TWIST-LOCK ELECTRONIC PHOTOCONTROL 120/208/240/277V (USED WITH RPC OR PR7 OPTION,NOT C-MAX) 105866 PCTL-HV TWIST-LOCK ELECTRONIC PHOTOCONTROL 480V (USED WITH RPC OR PR7 OPTION,NOT C-MAX) 96268 MLRTLPCRSP SHORTING CAP FOR NEMA TWIST LOCK PHOTOCELL RECEPTACLE(3,5 OR 7 PIN) 105567 CN-REMOTE C-MAX REMOTE CONTROL,AT LEAST 1 PER PROJECT TO PROGRAM MOTION SENSOR(RPC OR PR7) 105569 CN-RDPCBt C-MAX PHOTOCELL NODE ROUND, BRONZE, IP66, USED WITH CONTROLS READY FIXTURES 105566 CN-RDMSBt' C-MAX CONTROL NODE ROUND,PIR MOTION SENSOR/PHOTOCELL, BRONZE, IP66, USED WITH CONTROLS READY FIXTURES 105897 NN-RDB NETWORK NODE ROUND,BRONZE • 111459 NN-RDMPBXR NETWORK NODE ROUND, PIR MOTION SENSOR, PHOTOCELL, BLACK,EXTENDED(XR)RANGE 106391 NN-RDW NETWORK NODE ROUND,WHITE t Requires 1.5M Allen wrench Requires at least 1 remote control(CN-REMOTE)per project to program Requires c-Max App ©2025 Specifications subject to change without notice. Page 33 Of 80 36 Mi4axLiTeo ft ®m ® 0RoHS o�ilaX C ,ONTROLS COMPATIBLE 00e) # (b80FCc ,-�E Switch Area Light Specifications AE100 AE150 AE200 AE300 Nominal Wattage Selectable 100/85/75W Selectable 150/125/100W Selectable 200/175/150W Selectable 300/250/200W &Distribution Type Type III,IV or V distribution Type III,IV or V Type III,IV or V Type III,IV or V 100W* 150W* 200W* 300W* Type III(Default setting) 15,790-16,390 Im 21,640-22,810 Im 28,970-30,090 Im 43,220-45,670 Im Lumens Range(Im) 85W 125W 175W 250W (Lumens depend on 12,750-13,650 Im 18,120-20,750 Im 25,550-28,090 Im 37,000-40,660 Im CCT setting) 75W 100W 150W 200W 10,950-11,770 Im 15,790-16,390 Im 21,640-22,810 Im 28,970-30,090 Im TYPE III B3,U0,G3 B3,U0,G3 B4,U0,G4 B4,U0,G4 BUG rating(3K/4K/5K) 100W* 150W* 200W* 300W* Type IV 15,930-16,550 Im 21,970-23,030 Im 28,800-29,860 Im 43,680-45,030 Im Lumens Range(Im) SSW 125W 175W 250W (Lumens depend on 12,750-13,650 Im 18,120-20,750 Im 25,550-28,090 Im 37,000-40,660 Im CCT setting) 75W 100W 150W 200W 10,950-11,770 Im 15,930-16,550 Im 21,970-23,030 Im 28,800-29,860 Im TYPE IV B3,U0,G3 B4,U0,G4 B4,U0,G4 B5,U0,G5 BUG rating(3K/4K/5K) 100W* 150W* 200W* 300W* Type V 15,260-15,900 Im 21,360-23,030 Im 28,850-30,020 Im 43,700-45,000 Im Lumens Range(Im) 85W 125W 175W 250W (Lumens depend on 12,750-13,650 Im 18,120-20,750 Im 25,550-28,090 Im 37,000-40,660 Im CCT setting) 75W 100W 150W 200W 10,950-11,770 Im 15,260-15,900 Im 21,360-23,030 Im 28,850-30,020 Im TYPE V 3K: 134,U0,G3 3K: B4,UO,G4 3K: 64,U0,G4 3K: B5,U0,G5 BUG rating(3K/4K/5K) Efficacy(Im/w) 146-168 145-166 146-161 146-163 EPA(sq ft)- 0*=0.4343988 0° =0.4343988 0°= 0.4849236 0° =0.4849236 w/Slipfitter** 01 Horizontal/901 Vertical 90' =1.699908 90'=1.699908 900=2.676216 90'=2.676216 EPA(sq ft)- 0°= 0.5203704 0° =0.5203704 0°= 0.573006 0° =0.573006 w/Adjustable Arm** 01 Horizontal/300 Vertical 300= 0.8542836 30'=0.8542836 30'=1.431732 300 =1.431732 CRI >80 Color Temperature(K) 3000K/4000K/5000K Selectable(Default CCT:5000K) Default power setting **See Accessories section description for Shield and Visor EPA values ©2025 Specifications subject to change without notice. rage O Mi4 axL,Teo ft ®m ® RoHS e) * (b80r c o�ilaX , TAa CONTROLS COMPATIBLE LightAE Switch Area Specifications AE100 AE150 AE200 AE300 Voltage 120-277V,277-480V option Dimming 0-10V,compatible with c-Max Controls,3pin or 7pin twist lock NEMA receptacle option Surge Protection 6kV integral to driver+10kA stand alone standard,20kA option Lumen Maintenance 100,000+ Hours (L70) hrs Housing Die Cast Aluminum with corrosion resistant polyester powder coat Lens Polycarbonate Standard upper half knuckle with 6'SO cord attached -Order lower half Flexible Arm (AE-FLH)or Slipfitter(AE-KLH-2 3/8"OD)separately -see Accessories Chart& Mounting Guide Mounting Additional choices for factory install -Straight Arm(A),Trunnion (T)or both Flexible Arm and Slipfitter in same carton(2) -See Accessories Chart&Mounting Guide for field installable mountings NOTE Arms fit both square and round poles,see Installation Manual Weight w/Slipfitter 10.09 Ibs 10.09 Ibs 13.91 Ibs 13.91 Ibs Weight w/Arm 10.38 Ibs 10.38 Ibs 14.17 Ibs 14.17 Ibs Weight w/Trunnion 12.86 Ibs 12.86 Ibs 17.91 Ibs 17.91 Ibs Operating -40°C/40°F-50°C/122°F Temperature (based on outdoor dusk to dawn operation in non-hazardous applications) Listings UL, FCC, RoHS,DLC,ANSI 3G,TAA Available DLC Premium-Outdoor Pole/Arm-Mounted Area and Roadway Luminaires Environmental IP65,Wet Location Warranty 5 Years(see Maxlite warranty page for details) ©2025 Specifications subject to change without notice. Flage 3b O DECo r�93 5 - IP65 _ DEC m IRT Q y CEgTIFIEO YEAR RVAILR,LE AE Switch Area Light x:i::zir }a P.x H=V ZME C ii x V. .L..:E�v. .i3 #%..X . 'Ail _ I II�1 1 1 1 1 1 1 1 1 it I ritin :I : «:('�...x. .:: ... •C.�C_..:C.S.. peFire�......:.::.:-e:::::::.... ...... ....,: L-1 . 1 Phone:1-800-555-5629 Fax:973-244-7333 We www.maxlite.com E-mail:info@maxlite.c PLM#803 Rev:04/02/2025 V AL 1% - s F § i OI1 P65 i1D � - O CEgTIFIEO YEAR RVAlLR6LE AE Switch Area Light • • -• • , • • - • • - . • • • - • • • - •- • • II I II II ■■■■■■ ■■■■■■ ■■■M■■■■ ■�%■■\\■ ■■■�■■■■ , I■■■■■■■■ ■■■■■.��►■■ 01INETME�J , ■■0■■_�■■ , ■■■_I�■■N. , ■■M_■■■■■ ., ■E■■■s ■\MEMO■■ ., I■■M■■M■■ MEMO■0 II I II II ■IA,IAND ■PAr"/.■■■■■ , ■■'/.POIN■■■ ■ME■■■■■ ■■//■1■■■ , ■/IRAIII■■■ , I■■■■■■■■ , ■/■■■■■■ MICIILJ�JI��� 111111IL■�JI�I� IMKII"ILUDIMI� 1I1Ill1LJ�11�1� pia MEMMEMEM ■MEMEMS ■ MEMO I■■`iiir■■ , ■MEM r■■ II I II II EMENNE" , ■■G \■■ , ■■► ■■■ , ■■■■O■■■ ■I/I.ONOR E ■FAIL■',■■■ ' ■II■■,■\■ ■IA■■■MEN Ed MENIMMEME ■■■ ® \` \\O`�tl"J� ■ ■■,lN`�I��1■ , ■MIII�r/J,■■ ©I■MEMPAI■■ ■\N00INFI 0\■ , III■ ■ I.II■ , ■■■`■ III■ Phone:1-800-555-5629 Fax:973-244-7333 Web:www.maxlite.com E-mail:info@maxlite.com PLM#803 Rev:04/02/2025 i1 O �I . A ��I �� , I r v ,e 1 xrumiunl��:'wninx �•�'� � ���I' _ [Crl;�qe 1 of 6 C 10 Mii 90 Q.0 C ��Te 90 (D) LISTED ■.-.�■ ■.....■ PROJECT NAME: CAT.#: NOTES: FIXTURE SCHEDULE: Slim Flood Adjustable Beam • • : • • on separate sheet Adjustable Beam Angle I MSF20 MSF35 MSF60 MSF80 Y J Wattage/CCT&PC Switches Product Description: The MaxLite Slim Flood Light family delivers high performance in a small and price-effective package.All versions are available for a variety of mounting applications- 1/2"threaded knuckle,yoke and slipfitter. All models are CCT and Wattage selectable and include an integral photocell. Best of all,the beam angles are adjustable between Narrow, Medium and Wide allowing the customer to customize for their application. Construction: Installation: • Die cast aluminum housing with corrosion resistant • All models have adjustable beam angles between Narrow, powder coat paint Medium and Wide • Tempered glass lens • Includes both 1/2"threaded knuckle and yoke mount. Use TR2.37BZ for slipfitter applications Controls: • 4'SO cord • Includes photocell with on/off switch Listings: • 4'staged 0-10V dimming leads • UL listed for Wet Locations, Outdoor Ordering Information FAMILY WATTAGE VOLTAGE BEAM - CCT FINISH MOUNTING CONTROLS MSF=Slim Flood 20=20W U=120-277V A=Adjustable CS= CCT B=Bronze KTY=Knuckle 1/2" PC=120-277V (Selectable between Selectable Threaded and Photocell 10/15/20W) Narrow/ (3/4/5K), w Yoke both 35=35W Medium/ dedicated included in (Selectable Wide 45W only carton,(use 10/25/35W) TR2.37BZ 45=45W WCS= CCT for Slipfitter (Dedicated (3/4/5K) applications) Wattage) /Wattage 60=(Selectable Selectable 45/50/60W) 80=(Selectable 55/70/80W) ® 5-year standard warranty(further details available at www.max]ite.com/warranties)Product may be eligible for a warranty extension to 10 years,for anadditional fee. Contact MaxLite for details. ©2024 Specifications subject to change without notice. Page 39 Of 80 �� � r/ Mii axLire® (M) LIST�ED '� ■•...�■ � c 0 • .•- • ,,�lim Flood Adjustable Beam Angles 20-80W on separate sheesM Stocked Items ORDER CODE MODEL NUMBER DLC PRODUCT ID# DLC CATEGORY WATTAGE CCT 111747 MSF20UA-WCSBKTYPC S-RLZY60 20.5W 111757 MSF35UA-WCSBKTYPC S-H2C5GY 35W 111758 MSF45UA-CSBKTYPC S-4WFSWJ Outdoor Luminaires-Architectural 46 9W 3/4/5K Flood and Spot Luminaires 111752 MSF60UA-WCSBKTYPC S-31`25W3 62.5W 111755 MSF80UA-WCSBKTYPC S-JLZYLS 78.8W Wattage Selectable Lumen Chart MSF20 10W=1,270-1,630 15W=1,910-2,440 20W=2,610-2,890 MSF35 15W=1,910-2,440 25W=3,240-4,010 35W=4,540-5,250 MSF60 45W=6,220-7,300 50W=6,200-7,800 60W=7,770-8,970 MSF80 55W=7,530-9,010 70W=9,590-11,470 80W=11,710-12,460 Accessories ORDER MODEL NUMBER DESCRIPTION IMAGE CODE 111817 MSF-20WVISOR HALF VISOR FOR MSF20 111818 MSF-35WVISOR HALF VISOR FOR MSF35 �t 111819 MSF-60WVISOR HALF VISOR FOR MSF45 and MSF60 111820 MSF-80WVISOR HALF VISOR FOR MSF80 101679 TR2.37BZ TENON REDUCER CONVERTS 1/2"KNUCKLE THREADED MOUNT(KT) TO 2 3/8"SLIPFITTER KNUCKLE(SK)MOUNT,BRONZE 21"BLACK PVC GROUND STAKE WITH BRONZE DIE CAST CAP,GROUND { 104352 GROUNDSTAKE STABILIZERS BARS AND HARDWARE TO MOUNT TO MOUNT JUNCTION BOX, T WHICH ALLOWS ADDING AN EXTERNAL PHOTOCELL 104350 JBOXB-4TH JUNCTION BOX WITH 4 1/2"CONDUIT HOLES TOP COVER.PROVIDES MOUNTING FOR FLAT SURFACES AND ADDING EXTERNAL PC(PC-120277EXT) 105551 MTGCOVER DIE CAST ALUMINUM MOUNTING COVER WITH 3X1/2"THREADED CONDUIT HOLES,BRONZE ;+ ©2021 Specifications subject to change without notice. Page 4U O � r/► i axLire® 09) M LISTED US 0 o # '\[�1�� Q. c _ ,,�lirn Flood Adjustable Beam Angles 20-80W on separate rsheestM Specifications 10/15✓20W 15/25135W 45W 45/50/60W 55/70/80W Power Consumption(W) Selectable 10/15/20W Selectable 15/25/35W 45W Selectable 45/50/60W Selectable 55170/80W Lumens(Im)Hightest Wattage* 2,610-2,890 4,540-5,250 6,220-7,300 7,770-8,970 11,710-12,460 Efficacy(Inrl 127-143 130-161 133-163 124-156 137-155 CRI 80 Color Temperature(K) Selectable between 3/4/5K Beam Angle Adjustable between Narrow,Medium and Wide(55°,751 and 901) Voltage 120-277V Surge Protection 2.5kV 6kV Lumen Maintenance(L70)hrs 100K+ Controls 0-10V dimming leads staged and integral photocell with on/off switch Housing Die cast aluminum housing with corrosion resistant polyester powder coat Lens Tempered Glass Mounting 112"threaded knuckle and yoke included(order TR2.37BZ for slipfitter applications) EPA(H=Horizontal,V=Vertical) 0.131-1,0,3V ft2 0.151-1,0.34V ft2 0.22H,0.5V ft2 0.34H,0.65V ft2 Operating Temperature -40°C(-40°F)-40°C(104°F) Weight 2.25lbs(0.96kg) 2.75lbs(1.2kg) 3.75lbs(1.7kg) 5.1lbs(2.3kg) Listings UL,FCC,ANSI 3G Vibration,IP65 DLC 5.1 Premium Warranty 5 years See Wattage Selectable Lumen Chart for additional lumen settings Product Dimensions MSF20/15/10W 159±5mm(6.3"±0.2") 69±5mm(2.7"±0.2") 69±5mm(2.7"±0.2") N N C O � N C +� N O +I 00 N c � o r7 +I N � cD tiLO L6 E E 06 � 117 E LO +I +1 F +I co —4 '~ L+I N 163±5mrr(6.4 ±0. ") Threaded Knuckle Yoke ©2021 Specifications subject to change without notice. age 4 1 Of 8 DOTD .� ® 277-Mii xLiTe" M(_ PREMIUM pVnlLaBlE *g= VOLT [CC YEAR Slim Flood Adjustable Beam Angles 20-80W Higher wattage versions on separate sheet I •6 1 Cn a E EL Ia 92 y •, `7! 1 Cq Threaded Knuckle Yoke MSF60/50/45W ': 1 1 1 :::::: ::::::•1 .:::..._.•_._._._.:._.. �m `1C• I tJ 1 1 Threaded Knuckle Yoke MSF80/70/55W 1 1 I 1 1 1 1 o: i � m _ _ _. :: ::: ,,�; _ .. Y, Phone:1-600-655-6629 Fax:973-244-7333 Web:www.maxlite.com E-mail:info@maxlite.com PLMtf 808 20-80W Rev:09/30/24 2021 '••- 42 of 80 5 6 Mii axL;Te 0 T LISTED°S E ' c . _ Higher wattage versions'I .51im Flood Adjustable Beam Angles 20-80W on separate sheeto Dimensions LEGEND 0.5 fc ISOFOOTCANDLE: Each gridline represents one ■ 1 fc (Chart's Mtg Heightl2 Factor= Actual Mtg Height)2 mounting height. ■ 2 fc For mounting heights Other than Layouts based on 3000K. Results are 3-5%more for 400015000K. noted multiply FC by the below factor. ■ 5 fc Consult IES file for more precise calculations. MSF20W Narrow 10' setback MSF20 Wide 10' setback 45 tilt 0 10 f � ,E 2 10 10' s 0 2 20' 10' s 30' 20' 2 40' 30' 20' 10' 0 10' 20' 30' 40' 30' 20' 10' 0 10' 20' 30' MSF35 Narrow 15' setback MSF35 Wide 15'setback 45 tilt 0 0 15 5 z 30' 15' 2 .5 45' 2 .2 30' 60' 45 30' 15' 0 15' 30' 45' 60' 45' 30' 15' 0 15' 30' 45' ©2021 Specifications subject to change without notice. 6 6 MiiaxLiTe® M@USTEDus • age • Flood Adjustable . Anglesi • separate sheein MSF60 Narrow 20'setback 60' 40' MSF60 Wide 20' setback 45 tilt 0 t 5 20' 20' 40' O .5 60' 20' 80' 60' 40' 20' 0 20' 40' 60' 80' 40' 60' 40' 20' 0 20' 40' 60' MSF80 Narrow 25' setback MSF80 Wide 25' setback 45 tilt 75' 0 25' 25' 6iooE O2 .5 5 25' 75' 50' 75' 50' 25' 0 25' 50' 75' 75' 50' 25' 0 25' 50' 75' ©2021 Specifications subject to change without notice. Page 44 Of 80 " ---�"` Page 45of 80 �4 �t I _ � � roc_ �■� �_ q�_ Page of 80 1 6 V,a • FCc Mi4 �p ax�iTe a s DS e LISTED PROJECT NAME: CAT.#: NOTES: FIXTURE SCHEDULE: 80Wrwattage versions 11 Slim Flood Adjustable Beam Angles / on -rr r , sheet 0 Adjustable Beam Angle rX:3MSF20 MSF35 MSF60 MSF80 Wattage/CCT&PC Switches Product Description: The MaxLite Slim Flood Light family delivers high performance in a small and price-effective package.All versions are available for a variety of mounting applications- 1/2"threaded knuckle, yoke and slipfitter.All models are CCT and Wattage selectable and include an integral photocell. Best of all, the beam angles are adjustable between Narrow, Medium and Wide allowing the customer to customize for their application. Construction: Installation: • Die cast aluminum housing with corrosion resistant • All models have adjustable beam angles between Narrow, powder coat paint Medium and Wide • Tempered glass lens • Includes both 1/2" threaded knuckle and yoke mount. Use TR2.37BZ for slipfitter applications Controls: • 4'SO cord • Includes photocell with on/off switch • 4' staged 0-10V dimming leads Listings: • UL listed for Wet Locations, Outdoor Ordering Information FAMILY WATTAGE VOLTAGE BEAM - CCT FINISH MOUNTING CONTROLS MSF=Slim Flood 20=20W U= 120-277V A=Adjustable CS= CCT B=Bronze KTY=Knuckle 1/2" PC= 120-277V (Selectable between Selectable Threaded and Photocell 10/15/20W) / Narrow/ (3/4/5K), W Yoke both 35=35W Medium/ dedicated included in (Selectable Wide 45W only carton, (use 10/25/35W) TR2.37BZ 45=45W WCS= CCT for Slipfitter (Dedicated (3/4/5K) applications) Wattage) /Wattage 60=(Selectable Selectable 45/50/60W) 80=(Selectable 55/70/80W) 5-year standard warranty(further details available at www.maxlite.com/warranties)Product may be eligible for a warranty extension to 10 years,for anadditional fee. Contact MaxLite for details. E-mail: info@m�lite.com ©2024 Specifications subject to change without notice. age O Page 2 of 6 . t)FCc 0 Mi � aXLiTe" 11 M �&�s �� , ,51im Flood Adjustable Beam Angles 20-80W Higher wattage versionis on separate sheet Stocked Items ORDER CODE MODEL NUMBER DLC PRODUCT ID# DLC CATEGORY WATTAGE CCT 111747 MSF20UA-WCSBKTYPC S-RLZY60 20.5W 111757 MSF35UA-WCSBKTYPC S-H2C5GY 35W 111758 MSF45UA-CSBKTYPC S-4WFSWJ Outdoor Luminaires-Architectural 46 9W 3/4/5K Flood and Spot Luminaires 111752 MSF60UA-WCSBKTYPC S3F25W3 62.5W 111755 MSF80UA-WCSBKTYPC S-ILZYLS 78.8W Wattage Selectable Lumen Chart MSF20 1 OW=1,270-1,630 15W=1,910-2,440 20W=2,610-2,890 MSF35 15W=1,910-2,440 25W=3,240-4,010 35W=4,540-5,250 MSF60 45W=6,220-7,300 50W=6,200-7,800 60W=7,770-8,970 MSF80 55W=7,530-9,010 70W=9,590-11,470 80W=11,710-12,460 Accessories ORDER MODEL NUMBER DESCRIPTION IMAGE CODE 111817 MSF-20WVISOR HALF VISOR FOR MSF20 111818 MSF35WVISOR HALF VISOR FOR MSF35 111819 MSF-60WVISOR HALF VISOR FOR MSF45 and MSF60 111820 MSF-80WVISOR HALF VISOR FOR MSF80 101679 TR2.37BZ TENON REDUCER CONVERTS 1/2"KNUCKLE THREADED MOUNT(KT) TO 2 3/8"SLIPFITTER KNUCKLE(SK)MOUNT, BRONZE 21"BLACK PVC GROUND STAKE WITH BRONZE DIE CAST CAP, GROUND 104352 GROUNDSTAKE STABILIZERS BARS AND HARDWARE TO MOUNTTO MOUNTJUNCTION BOX, WHICH ALLOWS ADDING AN EXTERNAL PHOTOCELL 104350 JBOXB-4TH JUNCTION BOX WITH 4 1/2"CONDUIT HOLES TOP COVER.PROVIDES MOUNTING FOR FLAT SURFACES AND ADDING EXTERNAL PC(PC-1 20277EXT) is 105551 MTGCOVER DIE CAST ALUMINUM MOUNTING COVER ® WITH 3X1/2" THREADED CONDUIT HOLES, BRONZE ©2021 Specifications subject to change without notice- Page 48 Of 80 Page 3 of 6 . t)FCc 0 Mi � aXLiTe" ll C P)0. ` �&�s �� , Flood • . • Beam Angles1 i 1 her, ge,watta spar,versionis , sheet Specifications 10115120W 15/26/35W 45W 45/5016OW 55/70180W Power Consumption (W) Selectable 10/15/20W Selectable 15/25/35W 45W Selectable 45/50/60W Selectable 55/70/80W Lumens (Im) Hightest Wattage* 2,610-2,890 4,540-5,250 6,220-7,300 7,770-8,970 11,710-12,460 U cacy (I m/w) 127-143 130-161 133-163 124-156 137-155 CRI 80 Color Temperature (K) Selectable between 3/4/5K Beam Angle Adjustable between Narrow,Medium and Wide(55°,75'and 90°) Voltage 120-277V Surge Protection 2.5kV 6kV Lumen Maintenance(L70) hrs 100K+ Controls 0-10V dimming leads staged and integral photocell with on/off switch Housing Die cast aluminum housing with corrosion resistant polyester powder coat Lens Tempered Glass Mounting 1/2"threaded knuckle and yoke included(order TR2.37BZ for slipfitter applications) EPA (H=Horizontal, V=Vertical) 0.13H,0.3V ft2 0.15H,0.34V ft2 0.22H,0.5V ft2 0.34H,0.65V ft' Operating Temperature -40°C(-40-F)-40°C(104`F) Weight 2.25lbs(0.96kg) 2.75lbs(1.2kg) 3.751bs(1.7kg) 5.1lbs(2.3kg) Listings UL,FCC,ANSI 3G Vibration,IP65 DLC 5.1 Premium Warranty 5 years See Wattage Selectable Lumen Chart for additional lumen settings Product Dimensions MSF20/15/10W 159±5mm(6. 3"±0.2") 69±5mm(2. 7"±0.2") 69±5mm(2.7"±0.2") t N .-. N � O CV O +I � C +I oo N o Lo +1 N C cD E CD E E �c7 E "' +I +I +I +1 M ," � 163±5mm(6.4 _0. ") Threaded Knuckle Yoke E-mail: info@m�lite.com ©2021 Specifications subject to change without notice. Page 49 of 80 fie Mi4 e . 3 a us IPBS � YEARREMIUM .a °+°° �uaF I VOLT VOLT Slim Flood Ad 'ustable Beam An les 20-80W Higher wattageversions J 9 on separate sheet ., 66±5mml , 0.21 81 f _ �n Ui I a E E LOL I r' — :: i Threaded Knuckle Yoke MSF60/50/45W ....,.......,....., I l - .:..........:::. m ,. _ CID Threaded Knuckle Yoke :0 i �- - SO o_ j — U-JILl- : �; I — _. .. Threaded Knuckle Yoke Phone: 1-000-555-5629 Fax:973-244-7333 Web:www.maxlite.com E-mail: info@maxlite.com PLM#800_20-OOW Rev:09/30/24 2021 Specifications subject to change without notice. Page50of 80 Page 5 of 6 A� FCC Mi4axLiTe" Mn(Dirce LISTEDUS ' Flood wattage versions Slim Adjustable : - . . 1 : 1 . n separate sheet Dimensions LEGEND ISOFOOTCANDLE: 0.5 fc ■ 1 fc (Chart's Mto Heioht)4- Each gridline represents one Factor- (Actual Mtg Height)Z mounting height. ■ 2 fc For mounting heights other than Layouts based on 3000K. Results are 3-5%more for 400015000K. noted multiply FC by the below factor. ■ 5 fc Consult IES file for more precise calculations. MSF20W Narrow 10'setback MSF20 Wide 10'setback 45 tilt 0 to 0 10' z 20' 1 10' 30' 20' z 40' 30' 20' 10' 0 10' 20' 30' 40' 30' 20' 10' 0 10' 20' 30' MSF35 Narrow 15'setback MSF35 Wide 15' setback 45 tilt 0 1] 15' S 0 ( 2 30' 2 15' 45' 2 30' 60' 45 30' 15' 0 15' 30' 45' 60' 45' 30' 15' 0 15' 30' 45' E-mail: info@m�lite.com ©2021 Specifications subject to change without notice. Page 51 of 80 Page 6 of 6 Mi4axLiTe" LISTED :i 7FCC FloodSlim Adjustable Beam Angles1 : 1 wattage versi.or n separate sheet MSF60 Narrow 20'setback 60' 40' MSF60 Wide 20'setback 45 tilt 0 /I(((,C 5 20' 20' 40' 0 60' z 20' 80' 60' 40' 20' 0 20' 40' 60' 80' 40' 60' 40' 20' 0 20' 40' 60' MSF80 Narrow 25' setback MSF80 Wide 25' setback 45 tilt 75' 0 25' 25, 5 / d 1 ;' 50' .5 25' 75' 50' 75' 50, 25' 0 25' 50' 75' 75' 50' 25' 0 25' 50' 75' E-mail: info@m�lite.com ©2021 Specifications subject to change without notice. age O Page I of II ti�Nq Mi � �aXLiT8 a ohilax 0O �O RoHS 3 LUNTH_BLS GUMF/TILL_ PROJECT NAME: CAT.#: NOTES: FIXTURE SCHEDULE: LED • Bay Product Description The HLS LED Highbay Linear Series offers industry leading efficacy (1501m/W),customizability with CCT select switch(4000K&5000K)and scalability with a Wattage select model,for high ceiling applications such as warehouses, distribution centers,manufacturing facilities and big box retailers.This compact highbay covers a wide range of applications with 17,000 lumens at just 1.4 ft length,all the way up to 60,000 lumens at 3.7 ft length.The product comes integrated with a sensor port for easy in-field plug and play sensor installation, compatible with Maxlite c-Max system(DLC NLC qualified), making it attractive for large utility rebates. Features - V-hooks and 40"knotted chain included in standard model - On EM mode,the fixture output is a minimum of 37501m for 90 minutes,when fully charged - CCT Selectable available on all wattages. Fixtures are set to 5000K as a default factory setting - UL Listed for damp locations Warranty 10 year standard Controls Ready MaxLite's new Controls Ready(CR)fixtures allows for quick and easy in-field installation(plug and play)of controls.Simply purchase any CR fixture and the required Controls Node and you're all set!See the accessory table for all controls options available for this fixture. Controls Features - Multifunction and Energy Monitoring - Daylight Sensor - Occupancy Sensor - Integral Sensor Receptacle - High-End Trim - Bluetooth - Luminaire Level Lighting Control(LLLC) Ordering Information FAMILY - WATTAGE VOLTAGE LENS CCT SELECT CONTROLS BBU OPTIONS CORDS&PLUGS' READY HLS= Highbay U= 120-277V F= Frosted CS= Color Selectable CR= Controls BLANK= None BLANK = None SELECTABLE H= 480V2 (4000K/5000K) Ready EM= Linear Battery -C=Cord Select 078W= 78W/92W/114W' Backup -C1= 10-FT 3 Wire Cord 135W= 135W/155W/185W' W 5-15P(120V, 20OW= 200W/230W/270W' -C2= 15A) 270W= 270W/340W/400W' 10-FT 3 Wire Cord -C4= W 1_7-15P(277V,15A) FIXED 10-FT 3 Wire Cord W 1_8-20P(480V,20A) 155= 155W 1.Contact Maxlite if Cord and Plug options are required for Emergency Back Up units. 2.480V and Battery Back up option aren't compatible. 3.480V/High Voltage is accomplished by step down transformer.It adds 10W to the total output wattage 10-year standard warranty with labor allowance(further details available at www.maxlite.com/warranties) Warranty Limitations: Product must be rated for application per the Product Data Sheet(PDS);operated <_16 hrs; in ambient temperatures-4°F to 77°F. If ambient temperatures fall outside the-4°F to 77°F range, product is warrantied for 5 years according to the operating tem peratu re range specified on the PDS. Up to$25/unit;registration required.Additional coverage may be available for purchase;contact MaxLite. Excludes EM/MS versions;component warranty applies. :rr v co 3P-111—io——Jeer ro cnanye wnnour nonce. Page 2 of II ® axL��e (q,)',',,,,9"-Max� � #0Ugoonv�&EMi4 FCCCUNTPULS CUMPATIBLE MW W,,LED High Bay Linear HL Select Series Non-TAA Stocked Items ORDER CODE MODEL NUMBER DLC PRODUCT ID# PRIMARY USE DESIGNATION CLASSIFICATION 110407 HLS-078WUF-CSCR S-7Z5L19 High-Bay Luminaires for Commercial and Industrial Buildings Premium 110419 HLS-078WUF-CSCREM S-7Z51_19 High-Bay Luminaires for Commercial and Industrial Buildings Premium 110701 HLS-135WUF-CSCR S-22MM5K High-Bay Luminaires for Commercial and Industrial Buildings Premium 110703 HLS-135WUF-CSCREM S-22MM5K High-Bay Luminaires for Commercial and Industrial Buildings Premium 110409 HLS-155UF-CSCR S-KGY52S High-Bay Luminaires for Commercial and Industrial Buildings Premium 110421 HLS-155UF-CSCREM S-KGY52S High-Bay Luminaires for Commercial and Industrial Buildings Premium 110411 HLS-20OWUF-CSCR S-TPP5B2 High-Bay Luminaires for Commercial and Industrial Buildings Premium 110472 HLS-20OWUF-CSCREM S-TPP5B2 High-Bay Luminaires for Commercial and Industrial Buildings Premium 110412 HLS-270WUF-CSCR S-VFFFQ7 High-Bay Luminaires for Commercial and Industrial Buildings Premium TAA Stocked Items ORDER CODE MODEL NUMBER DLC PRODUCT ID# PRIMARY USE DESIGNATION CLASSIFICATION 111477 HLS-078WUF-CSCREMTA S-7Z5L19 High-Bay Luminaires for Commercial and Industrial Buildings Premium 110888 HLS-078WUF-CSCRTA S-7Z5L19 High-Bay Luminaires for Commercial and Industrial Buildings Premium 111478 HLS-135WUF-CSCREMTA S-22MM5K High-Bay Luminaires for Commercial and Industrial Buildings Premium 110892 HLS-135WUF-CSCRTA S-22MM5K High-Bay Luminaires for Commercial and Industrial Buildings Premium 111479 HLS-155UF-CSCREMTA S-KGY52S High-Bay Luminaires for Commercial and Industrial Buildings Premium 110894 HLS-155UF-CSCRTA S-KGY52S High-Bay Luminaires for Commercial and Industrial Buildings Premium 111480 HLS-20OWUF-CSCREMTA S-TPP5B2 High-Bay Luminaires for Commercial and Industrial Buildings Premium 110898 HLS-20OWUF-CSCRTA S-TPP5B2 High-Bay Luminaires for Commercial and Industrial Buildings Premium 110968 HLS-270WUF-CSCRTA S-VFFFQ7 High-Bay Luminaires for Commercial and Industrial Buildings Premium ©2024 Specifications subject to change without notice. Page S4 O Page 3 of II Mi4 (q£NH,q axL��e® ,)',',,',9(,-Max � . #04.0nvs200FC CUNTPULS CUMPATIBLE LED High Bay Linear HL Select Series Accessories (Sold Seperately) ORDER CODE MODEL NUMBER DESCRIPTION IMAGE 110904 HLS-PMKIT1* PIPE MOUNT KIT FOR HLS 1.4FT(78W),1.9FT(135W,155W-FIXED WATTAGE), 2.6FT(200W).3.7FT(270W)-FOR 120-277V MODELS 110905 HLS-PMKIT2* PIPE MOUNT KIT FOR HLS 1.4FT,1.9FT(FOR 480V MODELS) i i 110906 HLS-PMKIT3* PIPE MOUNT KIT FOR HLS 2.6FT(FOR 480V MODELS) 110907 HLS-PMKIT4* PIPE MOUNT KIT FOR HLS 3.7FT(FOR 480V MODELS) 110908 HLS-SMKIT1 SURFACE MOUNT KIT FOR HLS 1.4FT(78W),1.9FT(135W,155W-FIXED WATT- AGE),2.6FT(200W).3.7FT(270W)-FOR 120-277V MODELS r 110909 HLSSMKIT2 PIPE MOUNT KIT FOR HLS 1.4FT,1.9FT,2.6FT.3.7FT(FOR 480V MODELS) 110910 HLS-WGW1 WIREGUARD FOR 1.4FT(78W)HLS 110911 HLS-WGW2 WIREGUARD FOR 1.9FT(135W,155W-Fixed Wattage)HLS 110912 HLS-WGW3 WIREGUARD FOR 2.6FT(200W)HLS 110913 HLS-WGW4 WIREGUARD FOR 3.7FT(270W)HLS 110914 HLS-NLENSI NARROW BEAM LENS FOR 1.4FT(78W)HLS(2PC) 110915 HLS-NLENS2 NARROW BEAM LENS FOR 1.9FT(135W,155W-FIXED WATTAGE)HLS(2PC) 110916 HLS-NLENS3 NARROW BEAM LENS FOR 2.6FT(200W)HLS(2PC) 110917 HLS-NLENS4 NARROW BEAM LENS FOR 3.7FT(270W)HLS(2PC) IF IL 74138 MLCHKLSU15 Y CABLE WITH GRIPPER CINCH AND TOGGLES 15' ©2024 Specifications subject to change without notice. Page 55 of 80 Page 4 of £�HoCUN�TPULS iCOax s Rll 0 �Mi4 axLiTe®(Q�o M PATIBLEm= LED High Bay Linear HL Select Series 105567 CN-REMOTE CONTROL NODE REMOTE CONTROL 105565 CN-RDMSW CONTROL NODE ROUND,WHITE 106391 NN-RDW NETWORK NODE ROUND,WHITE 108392 WNS5-W WALL NETWORK SWITCH(BLUETOOTH)WHITE 105905 NN-RDMSW NETWORK NODE ROUND,PIR MOTION SENSOR, DAYLIGHT HARVESTING,WHITE 106318 NPP-30OW 120-277V NETWORK POWER PACK 30OW MAX ` *Contact Maxlite,for Emergency BBU and Pendant Mounting combination. Sensor SENSOR TECHNOLOGY DIMMING DAYLIGHT HARVESTING REMOTE CONTROL OR CODE o. o PIR motion sensing Bi-Level Continuous Adjustment Mode(CAM) CN-REMOTEr; Photoelectric PIR motion sensing. NN-RDMSW Photoelectric&Bluetooth Bi-Level Continuous Adjustment Mode(CAM) cne or-Max App networking 91,(iPho or Android) IN off. o NN-RDW Bluetooth Networking N/A N/A c-Max App (iPhone or Android) C ©2024 Specifications subject to change without notice. Page 56 Of 80 Page 5 of II ® axL��e (q,)',',,',9"-Max� � #0Ugoonv�&EMi4 FCCCUNTPULS CUMPATIBLE MW W LED High Bay Linear HL Select Series Specifications HLS-078W HLS-135W Length 1.4 FT 1.9 FT 120-277VAC 78W 92W 115W 135W 155W 185W Nominal Wattage (W)** 480V AC 88W 102W 125W 145W 165W 195W Lumens Delivered(1m) 12090 14070 17360 20920 23710 27930 120-277V AC 155 153 151 155 153 151 Nominal Efficacy ( Im/W) 480V AC 140 138 136 140 138 136 Lumens Delivered at 3750 Im with EM suffix-for 90 minutes,when fully charged BBU mode(Im)*** CCT* 4000K, 5000K CRI 2 80 Calculated >100,000 hrs L70 Lumen Maintenance Beam Angle 90'for Frosted Lens-40'for Narrow Beam Lens Dimming Technology 0-10V Dimming Range 10-100% Input Voltage 120-277V AC,480V AC 6 kV(Contact Maxlite,if additional surge Surge Protection 10 kV requirements) Power Factor 2 0.9 Mounting Suspended(Chain and V Hooks-Standard) Housing Sheet Steel Diffuser Frosted PMMA(Polymethyl Methacrylate) Humidity 10%to 80%RH Non-Condensing Operating Temperature -4"F to 1 22"F(-20"C to 50"C),except for BBU models.BBU models: 32"F to 1 13"F(0"C to 45"C) Refer to Operating Temperature Table for more information. Certifications UL listed, RoHS Compliant, FCC Qualifications DLC Premium Warranty 10 years.Check maxlite.com/warranties for details *Factory default CCT is 5000K. **Factory Default wattage is set to lowest value. ***In BBU mode,only portion of the highbay is illuminated.Default CCT is 5000K at BBU mode. ©2024 Specifications subject to change without notice. Page 57 of 80 Page 6 of II ® axL��e (q,)',',,',9"-Max� � #0Ugoonv�&EMi4 FCCCUNTPULS CUMPATIBLE MW W,,,�ED High Bay Linear HL Select Series Specifications HLS-166 HLS-20OW HLS-270W Length 1.9 FT 2-6 FT 3.7 FT 120-277VAC 155W 20OW 230W 270W 270W 340W 40OW Nominal Wattage (W)*' 480V AC 165W 210W 24OW 280W 28OW 35OW 410W Lumens Delivered(1m) 23250 31000 35190 40770 41 850 52020 60400 120-277VAC 150 155 153 151 155 153 151 Nominal Efficacy ( Im/W) 480V AC 136 140 138 136 140 138 136 Lumens Delivered at 3750 Im with EM suffix-for 90 minutes,when fully charged BBU mode (Im)*** CCT* 4000K, 5000K CRI z 80 Calculated L70 Lumen Maintenance >100,000 hrs Beam Angle 90"for Frosted Lens.40"for Narrow Beam Lens Dimming Technology 0-10V Dimming Range 10-100% Input Voltage 120-277V AC,480V AC Surge Protection 10 kV Power Factor 2 0.9 Mounting Suspended(Chain and V Hooks-Standard) Housing Sheet Steel Diffuser Frosted PMMA(Polymethyl Methacrylate) Humidity 10%to 80%RH Non-Condensing -4"F to 1 22T (-20"C to 50"C),except for BBU models. BBU models: 32T to 122T Operating Temperature (0"C to 50,C) Refer to Operating Temperature Table for more information. Certifications UL listed, RoHS Compliant, FCC Qualifications DLC Premium Warranty 10 years.Check maxlite.com/warranties for details *Factory default CCT is 5000K. **Factory Default wattage is set to lowest value. ***In BBU mode,only portion of the highbay is illuminated.Default CCT is 5000K at BBU mode. ©2024 Specifications subject to change without notice. Page 58 of 80 Page 7 of I I Mi4 axL��e® `NH,o o�ilax U'Sar m '��(/{V��__• (ET3m ( 10= 0Rolls : � r V CUNTPULS COMPATIBLE LED High Bay Linear HL Select Series HLS Operating Temperature (For 120-277V Models) 120-277V 120-277V 120-277V LUMINAIRE WITH 120-277V LUMINAIRE WITH MODEL NUMBER& 120-277V LUMINAIRE BATTERY BACK 120-277V LUMINAIRE LUMINAIRE WITH BATTERY BACKUP UNIT LENGTH OF HOUSING LUMINAIRE WITH BATTERY UP UNIT AND WITH HLS-PMKITX BACK UP UNIT HLSSMKITX HLSSMKITX AND HLS-PMKITX HLSSMKITX HLS-078WUF-CSCR 1.4ft 32°F to 113°F(0°C to 45°C) HLS-155UF-CSCR 1.9ft -4°F to 122°F 32°F to 104°F(0°C to 40°C) (-20°C to 50°C) HLS-135WUF-CSCR 1.9ft -4°F to 122°F 32°Fto 113°F -4°F to 104°F 32°Fto 104°F applies when the (-20°C to 50°C) (0°C to 45°C) (-20°C to 40°C) (0°C to 40°C) luminaire is suspended 32°F to 113°F(0°C to 45°C) at least 18 inches from HLS-20OWUF-CSCR 2.6ft the ceiling HLS-270WUF-CSCR 3.7ft 32°F to 104°F(0°C to 40°C) HLS Operating Temperature (For 480V Models) MODEL NUMBER& 480V 480V 480V LUMINAIRE LENGTH OF HOUSING LUMINAIRE LUMINAIRE WITH WITH HLS-PMKITX HLSSMKITX HLS-078WUF-CSCR 1.4ft -4°F to 122°F (-20°C to 50°C) HLS-155UF-CSCR 1.9ft 4°F to 113°F -4°F to 113°F (-20°C to 45°C) (-20°C to 45°C) -4°F to 104°F HLS-135WUF-CSCR 1.9ft applies when the (-20°C to 40°C) -4°F to 122°F luminaire is suspended (-20°C to 50°C) at least 18 inches from HLS-20OWUF-CSCR 2.6ft the ceiling 737f t3.7ft -4°F to 122°F HLS-270WUF-CSCR (-20°C to 50°C) ©2024 Specifications subject to change without notice. age O Page 8 11 ® �Nly.q Mi � aXUT841a [�ilax F ... � *0UtOv .On2"2iOI0FCC i:UNTF70LS COMPATIBLE t,_ igh Bay Linear HL Select Series �tLED H Dimensions (For 120-277V Models) 1.77" 1.77" 10.2" 10.2" \ 1.77" (D \ \ 1.77" 16.5" 22.8' 2.17" 2.17" 1.4 FT- 78W/ 92W/ 1 1 5W (Wattage Selectable) 1.9 FT- 1 35W/ 1 55W/ 1 85W(Wattage Selectable), 1 55W (Fixed Wattage) �i 1.77" 10.2" / 1.77 i G 1.77" 44.1" 1.77" 2.17" 2.17" 2.6 FT - 200W/ 230W/ 270W (Wattage Selectable) 3.7FT - 270W/ 340W/ 40OW (Wattage Selectable) am INECOMEr— ©2024 Specifications subject to change without notice. Page 60 of 80 Page 99 oofF^I I �NH4 Mi4 exL��e® � n C�ax �� �0u1squor �ROHS&010 _iLNTHULS CONPATIEL'c LED High Bay Linear HL Select Series Dimensions (For 480V Models) 4.05" 4.05" OQ � 4.05" 4.05" 10.2" 0. n 0° Q 10.2" 1 �D° o ® O . . OB • o® 22.8" 16.5" 10.2" 10.2" 3.78" 3.78" 1.4 FT - 88W/ 1 02W/ 1 25W (Wattage Selectable) 1.9 FT- 145W/ 1 65W/ 1 95W (Wattage Selectable), 1 65W (Fixed Wattage) 4.05" 4.05" 4.05" 0 4.05" 10.21 O. O 10.2" o• 31.1" 0 44.1" es . 10.2" 3.78" 10.2" 3.78" 2.6 FT - 21 OW/ 240W/ 28OW (Wattage Selectable) 3.7FT- 28OW/ 350W/ 41 OW(Wattage Selectable) ©2024 Specifications subject to change without notice. Page 61 of 80 Page 10 of I I Mi4 �NH4 exLiTe® + c[�il ax Mac0ROHS � FC �� tp T!1'A: CUNTFiULS COMPATIBLE 48-woor LED High Bay Linear HL Select Series Surface Mount Kit Dimensions (For 120-277V Models) D a.as. 5.80" 0 0 0 0 0 0 L LENGTH OF FIXTURE(L) INNER DISTANCE BETWEEN THE 2 SMK BRACKETS(D) 1.4FT-78W/92W/135W 16.54" 10.71" 1.9FT-135W/155W/185W 22.83" 17.01" 2.6FT-200W/230W/270W 31.10" 25.28 3.7FT-270W/340W/400W 44.09" 38.27" Surface Mount Kit Dimensions (For 480V Models) 9.30" D 4.05" 5.80" O o O 0 0 r 16.54" - L LENGTH OF FIXTURE(L) INNER DISTANCE BETWEEN THE 2 SMK BRACKETS(D) 1.4FT-78W/92W/135W 16.54" 9.30" 1.9FT-135W/155W/185W 22.83" 15.30" 2.6FT-200W/230W/27OW 31.10" 2528" 3.7FT-270W/340W/40OW 44.09" 3827" ©2024 Specifications subject to change without notice. Page 62 of 80 Page II IICC offIII �NH4 Mi4 exL�Te® + c-[�ilax � �0 ® ROHS&EEWF _iLNTHULS CONPATIEL'c LED High Bay Linear HL Select Series Pipe Mount Kit Dimensions (For 120-277V Models) L 3.21" H1 H2 O O LENGTH OF HEIGHT FROM TOP OF THE PMK BRACKET TO THE HEIGHT FROM TOP OF THE PMK BRACKET TO THE FIXTURE(L) TOP OF THE HOUSING(1-11) BOTTOM OF THE HOUSING(1-12) 1.4FT-78W/92W/135W 16.54" 2.94" 4.70" 1.9FT-135W/155W/185W 22.83" 2.94" 4.70" 2.6FT-200W/230W/270W 31.10" 2.94" 4.70" 3.7FT-270W/340W/400W 44.09" 2.94" 4.70" Pipe Mount Kit Dimensions (for 480V models) L 16.54" 4.00" �I Q 4.01" H 1 5.76" H 2 o 0 0 0 09 LENGTH OF HEIGHT FROM TOP OF THE PMK BRACKET TO THE HEIGHT FROM TOP OF THE PMK BRACKET TO THE FIXTURE(L) TOP OF THE HOUSING(1-11) BOTTOM OF THE HOUSING(1-12) 1.4FT-78W/92W/135W 16.54" 4.01" 4.76" 1.9FT-135W/155W/185W 22.83" i 4.01" 4.76" 2.6FT-200W/230W/270W 31.10" 4.01" 4.76" 3.7FT-270W/340W/40OW 44.09" 4.01" 4.76" ©2024 Specifications subject to change without notice. age bJ O Page I of Mi � axLiTe® E�4 Intertek PROJECT NAME: CAT.#: NOTES: FIXTURE SCHEDULE: Architectural • ll Sconce CCT Selectable Product Description: The LED Wall Sconce provides long-lasting illumination with a decorative touch to corridors in hotels, motels and commercial property applications. It offers long life, high lumen maintenance, and dimmable operation for residential and commercial applications that exceed those of a traditional bulb fixture. Features: • 2700/3000/4000K CCT selectable • Even light distribution Dimming: • 120V Triac Dimming Construction: • Steel Construction • Powder coated finish Listings: • cETLus listed for Indoor, Damp locations Ordering Information • FCC FAMILY SUB FAMILY STYLE FINISH VOLTAGE WATTAGE CCT ML9=Wall Sconce LA=LED Integrated A=Architectural BN=Brushed [BLANK]=120V,Triac 23=23W CS=80CRI,2700/3000/4000K Nickel dimming Stocked Items Dimming Compatibility MODEL NUMBER ORDER CODE ENERGY STAR# DIMMER MODELS ML9LAABN23CS 106083 2388245 Leviton DVCL-153PR-WH, CTCL-153PDH-WH, R62-06674-POW, R12-06672-11-W, R50-IPL06-10M Specifications Lutron TGCL-153PH-WH,MACL-153MH-WH, P-PKG1W-WH-R Eaton AAL06-C1, SAL06P-LA-K Dimensions Efficacy(Im/W) 90 CRI >_80 Ln CCT(K) 2700/3000/4000K rn L70 Lifetime (hrs) >_50,000 Voltage 120V Power Factor >_0.9 Operating Temperature -4'F to 104'F(-20'C to 40'C) o Listings ENERGY STAR, cETLus, FCC `V Environment Suitable for damp locations Warranty 5 Years 9.44" ® 5-Year standard warranty(further details available at www.maxlite.com/warranties) Product may be eligible for a warranty extension to 10 years,for an additional fee.Contact MaxLite for details. ©2021 Specifications subject to change without notice. Page 64 Of 80 Page I of 5 6NHq Mii a X L i T 8 9", i j aX . cEt� �Ql��FC ftoHS CUNTRULS COMPATIBLE In.trt k PROJECT NAME: CAT.#: NOTES: FIXTURE SCHEDULE: FlatMax • Lurnen Controls ReadyEnhanced Series E Product Description Maxlite's new High Lumen Back-lit Flat Panels deliver up to 7500 lumens in a 2x4 size and 6000 lumens in 2x2 size,making them ideal for high-ceiling commercial interiors such as offices,schools,and healthcare facilities.With an impressive 125 lumens per watt(LPW),these DLC Premium qualified panels provide highly efficient, uniform illumination.They offer the versatility of field-selectable color temperatures and wattages to suit various application needs.As a true Controls Ready(CR)product,this series features Maxlite's patented c-Max plug-and-play system,allowing for easy integration of control options,even in systems not pre- wired for controls. Features - IC Rated - Up to 7500 lumens in 2x4 and 6000 Lumens in 2x2 size Field Wattage and CCT Selectable Controls Ready—can be paired with the new cMax controls nodes • Fixtures are set to lowest wattage and 4000K as default factory setting • 0-10V Dimmable(10%to 100%) - Voltage: 120-277V • On EM mode,the fixture output a minimum of 1700 lumens for 90 minutes, when fully charged Controls Ready MaxLite's new Controls Ready(CR)fixtures allows for quick and easy in-field installation(plug and play)of controls.Simply purchase any CR fixture and the / required Controls Node and you're all set! See the accessory table for all controls options available for this fixture. Controls Features • Multifunction and Energy Monitoring Daylight Sensor Occupancy Sensor • Integral Sensor Receptacle • High-End Trim Bluetooth • Luminaire Level Lighting Control(LLLC) Ordering Information FAMILY SIZE PANEL WATTAGE COLOR CONTROLS OPTIONS2,3,4 PACKAGING SOURCING TYPE SELECTABLE' TEMPERATURE' STRATEGY MLFP= Flat Panel 22=2x2' 30W=30W,40W,50W CS= Color BLANK= None Selectable E2= Made to order BLANK= None BLANK= Non-CAA G5=Backlit (3500K, CR= Controls Ready emergency /2PK= 2 Pack Country TA= CAA 4000K, back up /2P= 2 Pack 24=2x4' 40W=40W,50W,60W 5000K) EM= Emergency Country battery back up 1.Default setting for WCS models is set to lowest wattage and 4000K 2.Battery back up models are available only in Single Pack configuration.On EM mode,the fixture CCT will be set to 5000K 3.Check the Specification Table for lumen output for EM and E2 suffix 4.SMK is not compatible with E2 suffix Battery Back up models 10-year standard warranty with labor allowance(further details available at www.maxlite.com/warranties) Warranty Limitations: Product must be rated for application per the Product Data Sheet(PDS);operated<_16 hrs; in ambient temperatures -4°F to 77°F. If ambient temperatures fall outside the-4°F to 77°F range, product is warrantied for 5 years according to the operating temperature range specified on the PDS. Up to$25/unit;registration required.Additional coverage may be available for purchase;contact MaxLite. Excludes EM/MS versions; component warranty applies. E-mail: info@jrna)dit�com Page 65 of 80 ©2025 Specifications subject to change without notice. Page 2nf5 MiiaXLiTe@ ax `Et' .p � 0!-n 01WFC CC]NTROLS L'UMr'ATIHLG . -s#Intertek FlatMax High Lurnen Controls Ready Flat Panel MLFP Enhanced Series TAA Stacked Items ORDER CODE MODEL NUMBER DLC PRODUCT ID# DLC CLASSIFICATION DLC PRIMARY USE DESIGNATION 111439 MLFP22G530WCSCR/2PTA S-8PGKWG Standard 2x2 Luminaires for Ambient Lighting of Interior Commercial Spaces 111443 MLFP22G530WCSCREMTA S-8PGKWG Standard 2x2 Luminaires for Ambient Lighting of Interior Commercial Spaces S-RWSTKB Premium 2x4 Luminaires for Ambient Lighting of Interior Commercial Spaces 111440 MLFP24G540WCSCR/2PTA S-S4ZMB7 Standard Low-Bay Luminaires for Commercial and Industrial Buildings S-RWSTKB Premium 2x4 Luminaires for Ambient Lighting of Interior Commercial Spaces 111444 MLFP24G540WCSCREMTA S-S4ZMB7 Standard Low-Bay Luminaires for Commercial and Industrial Buildings Accessories (Sold Separately) ORDER CODE MODEL NUMBER DESCRIPTION IMAGE 104819 ML22G4FK 2x2'Flat Panel Flange Kit 104820 ML24G4FK 2x4'Flat Panel Flange Kit 104813 ML22G4SMK 2X2 Flat Panel Surface Mount Kit r (23.85""L X 24.97""W X 3.7""H) 104814 ML24G4SMK 2X4 Flat Panel Surface Mount Kit (47.87""L X 24.97""W X 3.7""H) 104816 MLG4CHK "Cable Hanging Kit For 2x2 Flat Panel (40"length)" "Cable Hanging Kit For 2x4 Flat Panel-6 Cables y 104848 ML24G4CHK (40"length)" Emergency Inverter,15W,120-347 VAC,CEC Compliant,Field 108566 EBUUP17015N200B** Installable,0-50C Ambient Lumens Delivered at field install BBU mode(Im):1870 Im-for 90 minutes,when fully charged 104794 MLFPG4- BBU Bracket Kit w/Screws 2X2 2X4 for GEN 5 WCS Flat Panel BBUBRACKET** SMK is compatible with EM suffix Batter Back up models.SMK is not compatible with E2 suffix Battery Back up models "*For Field Install BBU option,purchase BBU model#EBUUP17015N200B along with the mounting bracket MLFP14G4-BBUBRACKET for 1 x4,or MLFPG4-BBU BRACKET for 2x2/2x4. Lumens Delivered at field install BBU mode(Im)1870 Im-for 90 minutes,when fully charged "*Field Install BBU is NOT compatible with Surface Mount KIU SMK ©2025 Specifications subject to change without notice. Page 66 Of 80 Page 3of5 �NN9 M C XUTe�' ♦\ • ■ (Oa/_. c0111 f#O &o oRaHS g J@ rc' m CUNT RULS CUMRA-FULL ZlatMax High Lurnen Controls Ready Flat Panel MLFP Enhanced Series c-Max Controls Microsites and Compatibility Guide 1 i ila x x {( t(1 ► l axe ���•��� BASIC LIGHTING CONTROLS NETWORK LIGHTING CONTROLS Qr'.:MA M is rosite Microsite COMPAT161L.IT V QMaxca a xc m INS EasyRF"'LIGHTING CONTROLS Microsite NETWORK PARTNERS Microsile Product Compatibility Guide Compatible Controls (SOLD SEPARATELY)+ The table below shows a small subset of control nodes from each tier that directly plug in with the fixture. Refer to individual microsites above for more accessories that could be added based on application requirements. MODEL NUMBER& OR CODE ORDER CODE LINK TO DATA SHEET DESCRIPTION TO DATA IMAGE SHEET 105567 CONTROL NODE REMOTE CONTROL •- i 105890 CN-RTPSWI CONTROL NODE RECTANGULAR,PIR MOTION SENSOR/DAYLIGHT HARVESTING,WHITE mk-15 c-Max Network 105892 NN-RTW NETWORK NODE RECTANGULAR,WHITE ' 09-11 C]. IF 105893 NN-RTDHW NETWORK NODE RECTANGULAR,DAYLIGHT HARVESTING,WHITE O NETWORK NODE RECTANGULAR, _ " 106059 NN-RTPSW PIR MOTION SENSOR/DAYLIGHT HARVESTING,WHITE *+, CR EasyRF NODE RECTANGULAR, } s 110961 RF-RTPSW PIR MOTION SENSOR/DAYLIGHT HARVESTING,WHITE G� Q 110962 RF-REMOTE EasyRF REMOTE CONTROL COMMISSIONING TOOL ; Ic SILVAIR NETWORK NODE RECTANGULAR, fa 110431 NN-RTPSW-SL RWQ§1 1 PIR MOTION SENSOR/DAYLIGHT HARVESTING,WHITE kpr 111148 NN-RTW-SL SILVAIR NETWORK NODE RECTANGULAR,WHITE IL- 112428 NN-RTPSW-CA CASAMBI NETWORK NODE RECTANGULAR, PIR MOTION SENSOR/DAYLIGHT HARVESTING,WHITE 112429 NN-RTW-CA CASAMBI NETWORK NODE RECTANGULAR,WHITE 'Maxlite recommends CN-RTPSW(PIR)sensor for most applications with this fixture.If CN-RTMST(microwave)is required for an application,Maxlite recommends a pilot test to confirm there is no interference that causes unexpected responses from the microwave sensor- For additional options and c-Max network Partners components check Maxlite.com/cmax *Note-This controls ready fixture is compatible with the c-Max platform supporting multiple tiers of controls-The table above shows a small subset of control nodes from each tierthat directly plug in with the fixture-Refer to individual microsite above for more accessories that could be added based on application requirements ©2025 Specifications subject to change without notice- Page 67 Of 80 Page 4of5 C�NIY �■ ,\��*1,Alt�.Ay Y F/TIl /Y���\\ FCCMaXLiT8@ 4 " • c"'cs fJCL3i�k{ ,,��d"� � �FtoHS ®�CONTROLS L'UMf'ATIHLG In[ertek `ice=/% FlatMax High Lurnen Controls Ready Flat Panel MLFP Enhanced Series Specifications MLFP22G530WCSCR MLFP24G540WCSCR Size 2x2' 2x4' Nominal Wattage (W)* 30W 40W 50W 40W SOW 60W Lumens Delivered(Im)* 3750 5000 6250 5000 6250 7500 Nominal Efficacy (Im/W) 125 125 Lumens Delivered at BBU 1 3001m with EM suffix. 1 8701m with E2 suffix-for 90 minutes,when fully charged mode (Im) CCT* 3500K,4000K, 5000K CRI z 80 Calculated L70 Lumen ? 100,000 hours Maintenance Dimming Technology 0_10V Dimming Range 10-100% Input Voltage 120-277VAC 50/60Hz Power Factor 2 0.90 Housing Steel Diffuser Polystyrene Lens Operating Temperature -4'F to 104"F (-20"C to 40*C), except BBU models- BBU models: 41`F to 104"F (5"C to 40'C) Humidity 20%to 85%RH non-condensing Certifications ETLus listed, FCC, RoHs Complaint Qualifications DLC Standard I Premium Environment Suitable for Damp locations. IC Rated. Warranty 10 Years.Check maxlite.com/warranties for details *Default setting for WCS models is set to lowest wattage and 4000K. **Lumens delivered at BBU mode varies based on wattage and CCT setting ©2025 Specifications subject to change without notice- Page 68 Of 80 Pace 5 �Nly9 6810FCC1 / axLiTe UUNTHULS CUMI'A11NLL�• In[ertek 00 M FlatMax High Lurnen Controls Ready Flat Panel MLFP Enhanced Series Product Dimensions PRODUCT A(L) B(W) C(H) H(EM ADDED) MLFP22G530WCSCR 23.7 inch 23.7 inch 2.5 inch 3.1 inch MLFP24G540WCSCR 47.8 inch 23.7 inch W H � CCCC ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ W ❑ ❑ ❑ ❑ ❑ LI ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ -E n ❑ ❑ ❑ ❑ ❑ c o a ❑ ❑ ❑ a E E E ❑ ❑ a Ell ❑ ❑ 2x4 ❑ ❑ ❑ ❑ ❑ L r ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1 FCC Statement This device complies with part 15 of the FCC Rules,Operation is subject to the following two conditions:(1)This device may not cause harmful interference, and(2)this device must accept any interference received,including interference that may cause undesired operation. ©2025 Specifications subject to change without notice- Page 6Y O Page I of 3 Mii axLiTes QX1 )0#,.0fbFCc om"M PROJECT NAME: CAT.#: NOTES: FIXTURE SCHEDULE: Vapor Tight Wattage Selectable - Series Product Description: A cost-effective vapor tight fixture with tremendous flexibility,the VE Series is both wattage and CCT selectable and provides an emergency batterybackup option.This durable, IP65 rated linear fixture with Oft• stainless steel clips is idealfor commercial and industrial environments y where water, humidity, and dust may occur, including stairwells, parking garages, utility areas and agricultural applications. 8ft Features: I" • CCT and Wattage selectable(9 possible combinations with each fixture • 0-10V dimming standard • >_80 Uni • Universal voltage 120-277V • L70 lumen maintenance of 50,000 hours • Default setting for WCS models is set to lower wattage and 4000K • UL Listed-Suitable for wet locations Ordering Information FAMILY SIZE VOLTAGE WATTAGE SELECT** CCT SELECT** BATTERY BACKUP OPTIONS* VE=Linear Vapor Tight- 4=48" U=120-277V 23W=23/35/47W CS=Color Selectable [BLANK]=None Value Series 8=96" 65W=60/70/85W (3500K/4000K/5000K) EM=Emergency Back-up *EM unit is UL924 classified **Default setting for WCS models is set to lowest wattage and 4000K Stocked Items ORDER CODE MODEL NUMBER DLC PRODUCT ID# DLC CLASSIFICATION DLC PRIMARY USE DESIGNATION S-6ZDVTQ Direct Linear Ambient Luminaires 111226 VE-4U23WCS S-4TP6RL Low-Bay Luminaires for Commercial and Industrial Buildings S-6ZDVTQ Direct Linear Ambient Luminaires 111228 VE-4U23WCSEM S-4TP6RL Low-Bay Luminaires for Commercial DLC Standard and Industrial Buildings S-479C4Y Direct Linear Ambient Luminaires 111227 VE-8U65WCS S-S1XYLK Low-Bay Luminaires for Commercial and Industrial Buildings S-479C4Y Direct Linear Ambient Luminaires 111229 VE-8U65WCSEM S-S1XYLK Low-Bay Luminaires for Commercial and Industrial Buildings Accessories (Sold Separately) ORDER CODE MODEL NUMBER DESCRIPTION IMAGE 74139 MLCHKLSV15 CABLE KIT 15'LOOP X TOGGLE ® 5-year standard warranty with labor allowance(further details available at www.maxlite.com/warranties) ©2024 Specifications subject to change without notice- age O Mii N)0#,,.Q(V__ FCc Page 2 of 3 axLiTer' �RoHS® ,_Vapor Tight Wattage Selectable Specifications VE 4u23WCS Size 4 ft- Nominal Wattage (W)* 23W 35W 47W Lumens Delivered(Im)*** 3,200 Im 4700Im 6240 Im Nominal Efficacy(Im/W)*** 1501m/W Lumens Delivered at BBU mode(Im)** 1 100 Im-for 90 minutes,when fully charged Color Temperature(K)* 3500K,4000K, 5000K CRI >_80 Calculated L70 Lumen Maintenance a5o,00o hours Dimming Technology 0-1oV Dimming Range 10-100% Input Voltage 120-277V AC Power Factor >_0.9 Housing Polycarbonate Diffuser Polycarbonate Lens Product Weight 4.2lbs Humidity 1 0-80%RH, non-condensing Operating Temperature -4"F to 1 04T(-20"C to 40`C),except for EM models. EM models: 50T to 1 04T(1 0°C to 40"C) Certifications cULus listed, FCC, Rohs Complaint. IP65 Qualifications DLC Standard Environment Wet Locations Warranty 5 Years warranty.Check maxlite.com/warranties for details *Fixtures are set to lowest wattage and 4000K as default factory setting **Lumens delivered at BBU mode varies based on wattage and CCT setting ***Lumens and efficacy listed on the Spec table is based on 4000K CCT ©2024 Specifications subject to change without notice. Page 71 of 80 Mii Page 3 of 3 • Wattage Selectable Specifications VE-BU65WCS Size 8 ft. Nominal Wattage (W)* 60W 70W 85W Lumens Delivered(Im) 8,800 Im 10,000 Im 11,7001m Nominal Efficacy (lm/VV) 1551m/W Lumens Delivered at BBU mode(Im)** 2300 Im-for 90 minutes,when fully charged Color Temperature(K)* 3500K,4000K, 5000K CRI >_80 Calculated L70 Lumen Maintenance a50,Qoo hours Dimming Technology 0-10V Dimming Range 10-100% Input Voltage 120-277V AC Power Factor >_0.9 Housing Polycarbonate Diffuser Polycarbonate Lens Product Weight 8.3lbs Humidity 1 0-80%RH, non-condensing Operating Temperature -4"F to 1 04"F(-20"C to 40`C),except for EM models. EM models:41'F to 1 04"F(5"C to 40'C) Certifications cULus listed, FCC, Rohs Complaint. IP65 Qualifications DLC Standard Environment Wet Locations Warranty 5 Years warranty.Check maxlite.com/warranties for details *Fixtures are set to lowest wattage and 4000K as default factory setting **Lumens delivered at BBU mode varies based on wattage and CCT setting Dimensions Mounting Hole Dimensions for 4ft Mounting Hole Dimensions for 8ft L H W L3 PRODUCT A(L) B(V1) C(H) LI L2 L3 VE-4U23WCS 47.3" 3.8" 3.2" 1.04" 33.7° N/A VE-BU65WCS 94.1" 3.8" 32' 1.04" 33.7" 4.72" FCC Statement This device complies with part 15 of the FCC Rules.Operation is subject to the following two conditions:(1)This device may not cause harmful interference,and(2)this device must accept any interference received, including interference that may cause undesired operation. �• ©2024 Specifications subject to change without notice- age O Project Date r E a rt hTron ics., Prepared By Model # LSW4WS55CCTWHI Specifications LED Stairwell 48"" ELECTRICAL Color & Wattage Selectable, 120-347V ORDER CODE: Watts: 35, 45 or 55 11897 Voltage: MODEL NUMBER: 120-347V LSW4WS55CCTWH 1 Power Factor: 0.9 ` COLOR SELECTABLE: OperatingTemp. Range: - . A� 3500K, 4000K, 5000K -20°C(-4°F)to 50°C(122°F) LIGHT LUMEN LEVEL. Microwave Sensor Lumens: 4200, 5400 or 4200 lumens - 35 watts 6600 ^ � Q ��� 5400 lumens - 45 watts w M� Emergency Lumens per watt: 120 6600 lumens - 55 watts 120341 Damp Location Back-up driver available ColorTemperature: 3500K, 4000K, 5000K PRODUCT DESCRIPTION CRI: 80+ EarthTronics LED Stairwell fixture provides the flexibility to ensure the correct light AGENCY APPROVALS level and color temperature desired in different applications. Select from 3500K, ULListed:Yes 4000K or 5000K color temperatures as well as 4200, 5400, or 6600 lumen levels, this IP65: Yes is easily adjusted in the field.This stairwell fixture is a standard 48"long. It features a PRODUCT DETAILS high 80+ CRI providing an excellent light source for nearly any task. The fixture body is Lens: Frost Polycarbonate white painted durable steel with a polycarbonate lens. These stairwell fixtures feature Housing: Sheet metal 120-347V wattage operation.They are equipped standard with a 0 - 10 volt continuous stamping dimming driver with a dimming range capability of 10% to 100%. Finish:White Mount: Wall PRODUCT FEATURES Warranty: 5 years + Color selectable: 3500K, 4000K or + L70 > 100,000 hours Fixture Rated Life: 5000K + Long lasting white finish with high 50,000 hours + Wattage selectable: 35, 45, or 55 durability Lumen Maintenance: + 120-347 Voltage + Microwave sensor available L70 > 100,000 hours + UL Listed + Emergency back-up driver available Dimensions: + Suitable for dry and damp locations 47.9"L x 5.8"W x 4.9"H + Wall mounting + Driver includes dimming control ; EarthTronicsr wiring for 0-10V dimming systems Norton Shores, Michigan 49441 T: 231.332.1188 1 F: 231.726.5029 TOLL FREE: 866.632.7840 Please consult installation instructions for proper application and use of this fixture. www.earthtronics.com *Rebate availability access it here: www.earthtronics.com/rebate-finder Page 73 of 80 EarthTronics. LED Stairwell 48" Color & Wattage Selectable, 120-347V PRODUCT DIMENSIONS 47.9" (1216.2 mm) E � � Ln N Ln N `� 4.9" (124.1 mm) OPTIONAL ACCESSORIES 0 000 ao©®® i' Microwave Sensor Remote Control for Microwave Sensor Emergency Back-up Driver& Battery Order Code: 11898 Order Code: 11899 Order Code: 11639 *Note: 11899- one remote control for multiple sensors. Easily access our DLC qualified products with rebates in your area. ACCESS IT HERE: Rebate Finder C @us www.earthtronlcs com/rebate-finder/catalog/ Page 74 of 80 Page 1 of 3 Mi4 axLire® Ckv)o(o 0(bFCoftvg a..P.a PROJECT NAME: CAT.#: NOTES: FIXTURE SCHEDULE: Vapor Tight Wattage • CCT Selectable Product Description: A cost-effective vapor tight fixture with tremendous flexibility,the VE Series is both wattage and CCT selectable and provides an emergency �, batterybackup option.This durable, IP65 rated linear fixture with 4ft. stainless steel clips is idealfor commercial and industrial environments where water, humidity,and dust may occur, including stairwells, rt parking garages, utility areas and agricultural applications. for 8ft. Features: • CCT and Wattage selectable(9 possible combinations with each fixture t • 0-10V dimming standard • CRI: a 80 • Universal voltage 120-277V • L70 lumen maintenance of 50,000 hours • Default setting for WCS models is set to lower wattage and 4000K • UL Listed-Suitable for wet locations Ordering Information FAMILY SIZE VOLTAGE WATTAGE SELECT** CCT SELECT** BATTERY BACKUP OPTIONS* VE=Linear Vapor Tight- 4=48" U=120-277V 23W=23/35147W CS=Color Selectable [BLANK]=None Value Series 6=96" 65W=60/70/85W (3500K/4000K/5000K) EM=Emergency Back-up *EM unit is UL924 classified **Default setting for WCS models is set to lowest wattage and 4000K Stocked Items ORDER CODE MODEL NUMBER DLC PRODUCT ID# DLC CLASSIFICATION DLC PRIMARY USE DESIGNATION S-62DVTQ Direct Linear Ambient Luminaires 111226 VE-4U23WCS S-4TP6RL Low-Bay Luminaires for Commercial and Industrial Buildings S-6ZDVTQ Direct Linear Ambient Luminaires 111228 VE-4U23WCSEM 5-4TP6RL Low-Bay Luminaires for Commercial DLC Standard and Industrial Buildings S-479C4Y Direct Linear Ambient Luminaires 111227 VE-8U65WCS SSiXYLK Low-Bay Luminaires for Commercial and Industrial Buildings S-479C4Y Direct Linear Ambient Luminaires 111229 VE-8U65WCSEM S-Si XYLK Low-Bay Luminaires for Commercial and Industrial Buildings Accessories (Sold Separately) ORDER CODE MODEL NUMBER DESCRIPTION IMAGE 74139 MLCHKLSV15 CABLE KIT 15'LOOP X TOGGLE El5-Year standard warranty with labor allowance(further details available at www.maxlite.com/warranties) Web:www.maxilte.com 'VI E-mail:info'_&maxllte.com ©2024 Specifications subject to change without notice. 5 Page 2 of 3 Mii axLiTe® (R')0(0 __...Q(bFCc oft0E] Vapor . Wattage . CCT SelectableValue MML Specifications VE-4U23WCS Size 4 ft. Nominal Wattage(W)* 23W 35W 47W Lumens Delivered(Im)*** 3,200 Im 4700 Im 62401 Nominal Efficacy(Im/W)*** 150 Im/W Lumens Delivered at BBU mode(Im)** 1100 Im-for 90 minutes,when fully charged Color Temperature(K)* 3500K,4000K,5000K CRI a80 Calculated L7O Lumen Maintenance a50,000 hours Dimming Technology 0-10v Dimming Range 10-100% Input Voltage 120-277V AC Power Factor a0.9 Housing Polycarbonate Diffuser Polycarbonate Lens Product Weight 4.2 Ibs Humidity 10-80%RH,non-condensing Operating Temperature -40F to 1040F(-20°C to 400C),except for EM models. EM models:50OF to 1040F(10°C to 40°C) Certifications cULus listed,FCC,Rohs Complaint.IP65 Qualifications DLC Standard Environment Wet Locations Warranty 5 Years warranty.Check maxlite.com/warranties for details *Fixtures are set to lowest wattage and 4000K as default factory setting **Lumens delivered at BBU mode varies based on wattage and CCT setting Lumens and efficacy listed on the Spec table is based on 4000K CCT ©2024 Specifications subject to change without notice. Page 76 of 80 Page 3 of 3 MiiaxLiTe® (%)o(0 Q(bFCc01sVgW Vapor . Wattage . CCT SelectableValue MML Specifications VE-811JI65WCS Size 8 ft. Nominal Wattage(W)* 60W 70W 85W Lumens Delivered(Im) 8,800 Im 10,000 Im 11,700 Im Nominal Efficacy(Im/W) 155 Im/W Lumens Delivered at BBU mode(Im)** 2300 Im-for 90 minutes,when fully charged Color Temperature(K)* 350OK,4000K,5000K CRI a80 Calculated L70 Lumen Maintenance a50,000 hours Dimming Technology 0-10v Dimming Range 10-100% Input Voltage 120-277V AC Power Factor ao.9 Housing Polycarbonate Diffuser Polycarbonate Lens Product Weight 8.3 Ibs Humidity 10-80%RH,non-condensing Operating Temperature -40F to 1040F(-20°C to 400C),except for EM models. EM models:41OF to 1040F(5°C to 40°C) Certifications cULus listed,FCC,Rohs Complaint.IP65 Qualifications DLC Standard Environment Wet Locations Warranty 5 Years warranty.Check maxlite.com/warranties for details *Fixtures are set to lowest wattage and 4000K as default factory setting **Lumens delivered at BBU mode varies based on wattage and OCT setting Dimensions Mounting Hole Dimensions for 4ft Mounting Hole Dimensions for 8ft MOW', i - H 0 �L2 W L3 PRODUCT A(L) B(W) C(H) LI L2 L3 VE-4U23WCS 47.3" 3.8" 3.2" 1.04" 33.7" N/A VE-6U65WCS 94.1" 3.8" 3.2" 1,04" 33.7" 4.72" FCC Statement This device complies with part 15 of the FCC Rules.Operation is subject to the following two conditions:(1)This device may not cause harmful interference,and(2)this device must accept any interference received,including interference that may cause undesired operation. ©2024 Specifications subject to change without notice. age 7 O EarthTronics, Inc. Norton Shores, MI 49441 1 www.earthtronics.com Email: contact@earthtronics.com Toll Free: 866.632.7840 EXHIBIT F I /�. age 78 of 0 I/� =�- -- a.��— —�� - - � •.�-�-----�-�s UFO HIGH BAY - ZLED" WATTAGE AND CCT LIGHTING ZZLED-LIGHTING.COM SELECTABLE WATTAGE 3 COLOR TEMP OPTIONS :� �� EI E: � � selectable lumen outputs to choose: 40 .0 40 Page of 80 Each UFO High Bay fixture comes with a standard hanging hook and a 9-foot cord but optional mounting is available. Yoke Mounting Bracket ' PRODUCT NUMBER: Z L-YOKE-BRACKET-100 W-TS Z L-YOKE-B RAC K ET-150 W-TS Z L-YOKE-B RAC K ET-240 W-TS SELECTABLE • APPLICATIONS SELECTABLE �'� " •Warehouses }� •Stadiums • Factories d Ff �;4'M•• - s' • Big Box Stores "� r �`• •Supermarkets 5 •Distribution and Convention Centers OR RE6P•(�' i 1 oft� Plastic Reflector 90 Degree Microwave M tion Aluminum Reflector Emergency Kit Sensor Kito Wire Guard PRODUCT NUMBER: PRODUCT NUMBER: PRODUCT NUMBER: PRODUCT NUMBER: PRODUCT NUMBER: ZL-90DEG-PC-REFLECTOR-TS ZL-AL-REFLECTOR-150-TS ZL-EMKIT-100/240W-TS ZL-12V-MW-SENSOR-TS ZL-WIREGUARD-15OW-TS • MODEL INPUT BEAM CORD WATTAGES VOLTAGE COLOR TEMPS ANGLES Ra LENGTH 100W 60W, 80W, 100W 100-277V 35K,40K, 50K selectable selectable 85 degrees >80 9 ft PRODUCT NUMBER WATTAGE COLOR TEMP. MODEL ZL-UFO — 60/80/100W — 35/40/50K 35K 40K 50K 60W 8040 8520 8100 !a 80W 10720 11440 10720 100W 14087 14979 14060 Page 80 of 80 ATTACHMENT B: PRICING SCHEDULE CITY OF CORPUS CHRISTI CONTRACTS AND PROCUREMENT • BID FORM RFB No. 6764 LED Lighting Replacement for CCIA Date: 10/14/2025 PAGE 1 OF 3 Authorized James Hernandez C/O Bidder: Signature: Landmark ec ric CO. 1. Refer to "Instructions to Bidders" and Contract Terms and Conditions before completing bid. 2. Quote your best price for each group. 3. In submitting this bid, Bidder certifies that: a. The prices in this bid have been arrived at independently, without consultation, communication, or agreement with any other Bidder or competitor, for the purpose of restricting competition with regard to prices. b. Bidder is an Equal Opportunity Employer, and the Disclosure of Interest information on file with the City's Contracts and Procurement office, pursuant to the Code of Ordinances, is current and true. c. The bidder is current on all taxes due, and the company is in good standing with all applicable governmental agencies. d. Bidder acknowledges receipt and review of all addenda for this RFB. Group A - Apron Item Description UNIT QTY Unit Price Total Price 1 p LS. 1 6 Mobilization/Eq ui ment/Material/Traffic ,500.00 6,500.00 Control 2 Haul off fixtures, Trash, Clean-up LS 1 3,500.00 3500.00 3 LED Flood Lighting Fixtures with Visors EA 33 2,350.74 77,574.42 Light Poles Approximately 40 Ft. 4 LED Floodlighting Fixtures with Visor EA 4 813.07 (BuildingMounted) 3,252.28 5 LED Flood LiEjhtin,9 Fixtures EA 22 406.21 8,936.62 I, 2-1 PAGE 2 OF 3 i 4 i Group B-Hangar Lane Item Description UNIT QTY Unit Price Total Price 1 Mobilization/Equipment/Material/Traffic LS 1 Control 3,500.00 3,500.00 2 Haul off fixtures, Trash, Clean-up LS 1 2,750.00 2,750.00 3 Double Head- Light Poles Approximately EA 3 30 Ft 1,742.30 5,226:90 4 Signal Head- Light Poles Approximately EA 8 871.15 30 Ft 6,969.20 Totai 18,446.10 Group C-international Drive Item Description UNIT CITY Unit Price Total Price 1 Mobilization/Equipment/Material/Traffic LS 1 11,750.00 11,750.0 Control 2 Haul off fixtures, Trash, Clean-up LS 1 5,500.00 5,500.00 3 Double Head- Light Poles, Approximately EA 8 30 Ft. 1,595.54 12,764.32 4 Signal Head-Light Poles, Approximately EA 34 860.24 30 Ft. 29,248.16 5 Double-Headed- Light Poles, EA 1 Approximately 10 Ft 1,112.48 1,112.48 6 Signal Head- Ligh Poles, Approximately EA 3 10 Ft. 556.24 1,668.72 Tofial62,043.68 Group D-Covered Parking Lot Item Description UNIT QTY Unit Price Total Price 1 Mobilization/Equipment/Material/Traffic LS 1 5,000.00 5,000.00 Control 2 Haul off fixtures, Trash, and Clean-up LS 1 6,000.00 3 Light Fixture Part 40W LED/Labor I EA 1 176 1298.04 52,455.04 TA63,455-04 PAGE 3 OF 3 Group E-AARF Station Item Description UNIT CITY Unit Price Total Price 1 Mobilization/Equipment/Material/Traffic LS 1 4,950.00 4,950.00 Control 2 Haul off fixtures, Trash, Clean-up LS 1 a nnn nn 3,25 .00 3 Exterior Wall Mounted EA 12 361.08 4,332.96 4 Garage Bay & Storage Area Fixtures EA 23 1533.47 12,269.81 5 Garage Bay Flood Lights EA 4 1 33400 17336.00 6 Interior Light Fixtures EA 37 1204.00 7,548.00 7 Men/Women Locker Recessed Lamp EA 2 172.57 345.14 8 Men/Women Sleeping Quarters Fixtures EA g 193.30 1,546.40 w/dimmers Total 5,5 8.31 Group F-Terminal Canopy Item Description UNIT QTY Unit Price Total Price 1 Mobilization/Equipment/Material/Traffic LS 1 4,450.00 4,450.00 Control 2 Haul off fixtures, Trash, and Clean-up LS 1 3,750.00 3,750.00 3 Light Fixture 60W-100W UFO LED/Labor EA 1 60 13Q5.QQ 1,948360 T 1qs,sm so 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 Commercial General Liability $1 ,000,000 Per Occurrence Including: 1 . Commercial Broad Form 2. Premises - Operations 3. Products/Completed Operations 4. Contractual Liability 5. Independent Contractors 6. Personal Injury- Advertising Injury AUTO LIABILITY (including) $500,000 Combined Single Limit 1 . Owned 2. Hired and Non-Owned 3. Rented/Leased WORKERS' COMPENSATION Statutory EMPLOYER'S LIABILITY $500,000 /$500,000 /$500,000 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. Page 1 of 3 II. ADDITIONAL REQUIREMENTS A. Applicable for paid employees, Contractor must obtain workers' compensation coverage through a licensed insurance company. The coverage must be written on a policy and endorsements approved by the Texas Department of Insurance. The workers' compensation coverage provided must be in an amount sufficient to assure that all workers' compensation obligations incurred by the Contractor will be promptly met. B. Contractor shall obtain and maintain in full force and effect for the duration of this Contract, and any extension hereof, at Contractor's sole expense, insurance coverage written on an occurrence basis, by companies authorized and admitted to do business in the State of Texas and with an A.M. Best's rating of no less than A- VII. C. Contractor shall be required to submit a copy of the replacement certificate of insurance to City at the address provided below within 10 days of the requested change. Contractor shall pay any costs incurred resulting from said changes. All notices under this Article shall be given to City at the following address: City of Corpus Christi Attn: Risk Manager P.O. Box 9277 Corpus Christi, TX 78469-9277 D. Contractor agrees that with respect to the above required insurance, all insurance policies are to contain or be endorsed to contain the following required provisions: • List the City and its officers, officials, employees, volunteers, and elected representatives as additional insured by endorsement, as respects operations, completed operation and activities of, or on behalf of, the named insured performed under contract with the City, with the exception of the workers' compensation policy; • Provide for an endorsement that the "other insurance" clause shall not apply to the City of Corpus Christi where the City is an additional insured shown on the policy; • Workers' compensation and employers' liability policies will provide a waiver of subrogation in favor of the City; and • Provide 30 calendar days advance written notice directly to City of any, cancellation, non-renewal, material change or termination in coverage and not less than 10 calendar days advance written notice for nonpayment of premium. E. Within 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. Page 2 of 3 Failure to provide and to maintain the required insurance shall constitute a material breach of this contract. F. In addition to any other remedies the City may have upon Contractor's failure to provide and maintain any insurance or policy endorsements to the extent and within the time herein required, the City shall have the right to order Contractor to remove the exhibit hereunder, and/or withhold any payment(s) if any, which become due to Contractor hereunder until Contractor demonstrates compliance with the requirements hereof. G. Nothing herein contained shall be construed as limiting in any way the extent to which Contractor may be held responsible for payments of damages to persons or property resulting from Contractor's or its subcontractor's performance of the work covered under this agreement. H. It is agreed that Contractor's insurance shall be deemed primary and non-contributory with respect to any insurance or self insurance carried by the City of Corpus Christi for liability arising out of operations under this agreement. I. It is understood and agreed that the insurance required is in addition to and separate from any other obligation contained in this agreement. BOND REQUIREMENTS: There are no bonds for this service agreement. 2025 Insurance Requirements Ins. Req. Exhibit 4-B Contracts for General Services - Services Performed Onsite 01/01/2025 Risk Management - Legal Dept. Page 3 of 3 ATTACHMENT D: WARRANTY REQUIREMENTS The Contractor shall provide a one-year warranty on labor and manufacturer warranty on new parts. Page 1 of 1 ATTACHMENT E: FEDERAL REQUIREMENTS FEDERAL REQUIREMENTS TABLE OF CONTENTS Section No. Title FR-Al Access to Records and Reports FR-A3 Breach of Contract FR-A4 Buy American Preference FR-A5 Civil Rights - General FR-A6 Civil Rights - Title VI Assurance FR-A7 Clean Air and Water Pollution Control FR-A10 Davis-Bacon Requirements FR-Al1 Debarment and Suspension FR-Al2 Disadvantaged Business Enterprise FR-A13 Distracted Driving FR-A14 Energy Conservation Requirements FR-A16 Federal Fair Labor Standards Act (Federal Minimum Wage) FR-A17 Lobbying and Influencing Federal Employees FR-A19 Occupational Safety and Health Act of 1970 FR-A20 Procurement of Recovered Materials Section No. Title FR-A23 Termination of Contract FR-A24 Trade Restriction Certification FR-A25 Veteran's Preference END OF TABLE OF CONTENTS FEDERAL REQUIREMENTS: FR-Al ACCESS TO RECORDS AND REPORTS The Contractor shall maintain an acceptable cost accounting system. The Contractor agrees to provide the City, the Federal Aviation Administration, and the Comptroller General of the United States, or any of their duly authorized representatives, access to any books, documents, papers, and records of the Contractor which are directly pertinent to the specific Contract for the purpose of making audit, examination, excerpts and transcriptions. The Contractor agrees to maintain all books, records and reports required under this Contract for a period of not less than three years after final payment is made and all pending matters are closed. Reference. 2 CFR § 200.333, 2 CFR § 200.336 & FAA Order 5100.38 FEDERAL REQUIREMENTS: FR-A3 BREACH OF CONTRACT Any violation or breach of terms of this Contract on the part of the Contractor or its subcontractors may result in the suspension or termination of this Contract or such other action that may be necessary to enforce the rights of the parties of this agreement. City will provide Contractor written notice that describes the nature of the breach and corrective actions the Contractor must undertake in order to avoid termination of the Contract. City reserves the right to withhold payments to Contractor until such time the Contractor corrects the breach or the City elects to terminate the Contract. The City's notice will identify a specific date by which the Contractor must correct the breach. City may proceed with termination of the Contract if the Contractor fails to correct the breach by deadline indicated in the City's notice. The duties and obligations imposed by the Contract documents and the rights and remedies available thereunder are in addition to, and not a limitation of, any duties, obligations, rights and remedies otherwise imposed or available by law. Reference: 2 CFR § 200 Appendix II(A) FEDERAL REQUIREMENTS: FR-A4 BUY AMERICAN PREFERENCE PURPOSE The purpose of this Administrative and Legal Requirements Document (ALRD) is to provide guidance to States, Local Governments, and Indian tribes for preparation of EECBG Program Formula Grant applications submitted in response to Section 40552 of the Infrastructure Investment and Jobs Act (IIJA) also known as the Bipartisan Infrastructure Law (BIL). The Contractor agrees to comply with 49 USC § 50101, which provides that Federal funds may not be obligated unless all steel and manufactured goods used in AIP funded projects are produced in the United States, unless the FAA has issued a waiver for the product; the product is listed as an Excepted Article, Material Or Supply in Federal Acquisition Regulation subpart 25.108-1 or is included in the FAA Nationwide Buy American Waivers Issued list. A bidder or offeror must complete and submit the Buy America certification included herein with their bid or offer. The City will reject as nonresponsive any bid or offer that does not include a completed Certificate of Buy American Compliance. Reference. 49 USC § 50101 FEDERAL REQUIREMENTS: FR-A5 CIVIL RIGHTS - GENERAL The contractor agrees to comply with pertinent statutes, Executive Orders and such rules as are promulgated to ensure that no person shall, on the grounds of race, creed, color, national origin, sex, age, or disability be excluded from participating in any activity conducted with or benefiting from Federal assistance. This provision binds the contractor and subtier contractors from the bid solicitation period through the completion of the contract. This provision is in addition to that required of Title VI of the Civil Rights Act of 1964. Reference. 49 USC § 47123 FEDERAL REQUIREMENTS: FR-A6 CIVIL RIGHTS -TITLE VI ASSURANCE Compliance with Nondiscrimination Requirements During the performance of this contract, the contractor, for itself, its assignees and successors in interest (hereinafter referred to as the "contractor") agrees as follows: 1. Compliance with Regulations: The contractor (hereinafter includes consultants) will comply with the Title VI List of Pertinent Nondiscrimination Acts And Authorities, as they may be amended from time to time, which are herein incorporated by reference and made a part of this contract. 2. Nondiscrimination: The contractor, with regard to the work performed by it during the contract, will not discriminate on the grounds of race, color, or national origin in the selection and retention of subcontractors, including procurements of materials and leases of equipment. The contractor will not participate either directly or indirectly in the discrimination prohibited by the Nondiscrimination Acts and Authorities, including employment practices when the contract covers any activity, project, or program set forth in Appendix B of 49 CFR, part 21. 3. Solicitations for Subcontracts, Including Procurements of Materials and Equipment: In all solicitations, either by competitive bidding, or negotiation made by the contractor for work to be performed under a subcontract, including procurements of materials, or leases of equipment, each potential subcontractor or supplier will be notified by the contractor of the contractor's obligations under this contract and the Nondiscrimination Acts And Authorities on the grounds of race, color, or national origin. 4. Information and Reports: The contractor will provide all information and reports required by the Acts, the Regulations, and directives issued pursuant thereto and will permit access to its books, records, accounts, other sources of information, and its facilities as may be determined by the City or the Federal Aviation Administration to be pertinent to ascertain compliance with such Nondiscrimination Acts And Authorities and instructions. Where any information required of a contractor is in the exclusive possession of another who fails or refuses to furnish the information, the contractor will so certify to the City or the Federal Aviation Administration, as appropriate, and will set forth what efforts it has made to obtain the information. 5. Sanctions for Noncompliance: In the event of a contractor's noncompliance with the Nondiscrimination provisions of this contract, the City will impose such contract sanctions as it or the Federal Aviation Administration may determine to be appropriate, including, but not limited to: a. Withholding of payments to the contractor under the contract until the contactor complies; and/or b. Cancelling, terminating, or suspending a contract, in whole or in part. 6. Incorporation of Provisions: The contractor will include the provisions of paragraphs one through six in every subcontract, including procurements of materials and leases of equipment, unless exempt by the Acts, the Regulations and directives issued pursuant thereto. The contractor will take action with respect to any subcontract or procurement as the City or the Federal Aviation Administration may direct as a means of enforcing such provisions including sanctions for noncompliance. Provided, that if the contractor becomes involved in, or is threatened with, litigation with a subcontractor, or supplier because of such direction, the contractor may request the City to enter into any litigation to protect the interests of the City. In addition, the contractor may request the United States to enter into the litigation to protect the interests of the United States. Title VI List of Pertinent Nondiscrimination Acts and Authorities During the performance of this contract, the contractor, for itself, its assignees, and successors in interest (hereinafter referred to as the "contractor") agrees to comply with the following non-discrimination statutes and authorities; including but not limited to: • Title VI of the Civil Rights Act of 1964 (42 U.S.C. § 2000d et seq., 78 stat. 252), (prohibits discrimination on the basis of race, color, national origin); • 49 CFR part 21 (Non-discrimination In Federally-Assisted Programs of The Department of Transportation—Effectuation of Title VI of The Civil Rights Act of 1964); • The Uniform Relocation Assistance and Real Property Acquisition Policies Act of 1970, (42 U.S.C. § 4601), (prohibits unfair treatment of persons displaced or whose property has been acquired because of Federal or Federal-aid programs and projects); • Section 504 of the Rehabilitation Act of 1973, (29 U.S.C. § 794 et seq.), as amended, (prohibits discrimination on the basis of disability); and 49 CFR part 27; • The Age Discrimination Act of 1975, as amended, (42 U.S.C. § 6101 et seq.), (prohibits discrimination on the basis of age); • Airport and Airway Improvement Act of 1982, (49 USC § 471, Section 47123), as amended, (prohibits discrimination based on race, creed, color, national origin, or sex); • The Civil Rights Restoration Act of 1987, (PL 100-209), (Broadened the scope, coverage and applicability of Title VI of the Civil Rights Act of 1964, The Age Discrimination Act of 1975 and Section 504 of the Rehabilitation Act of 1973, by expanding the definition of the terms "programs or activities" to include all of the programs or activities of the Federal-aid recipients, subrecipients and contractors, whether such programs or activities are Federally funded or not); • Titles II and III of the Americans with Disabilities Act of 1990, which prohibit discrimination on the basis of disability in the operation of public entities, public and private transportation systems, places of public accommodation, and certain testing entities (42 U.S.C. §§ 12131 — 12189) as implemented by Department of Transportation regulations at 49 CFR parts 37 and 38; • The Federal Aviation Administration's Non-discrimination statute (49 U.S.C. § 47123) (prohibits discrimination on the basis of race, color, national origin, and sex); • Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations, which ensures non- discrimination against minority populations by discouraging programs, policies, and activities with disproportionately high and adverse human health or environmental effects on minority and low-income populations; • Executive Order 13166, Improving Access to Services for Persons with Limited English Proficiency, and resulting agency guidance, national origin discrimination includes discrimination because of limited English proficiency (LEP). To ensure compliance with Title VI, you must take reasonable steps to ensure that LEP persons have meaningful access to your programs (70 Fed. Reg. at 74087 to 74100); • Title IX of the Education Amendments of 1972, as amended, which prohibits you from discriminating because of sex in education programs or activities (20 U.S.C. 1681 et seq). Reference: 49 USC § 47123 and FAA Order 1400.11 FEDERAL REQUIREMENTS: FR-A7 CLEAN AIR AND WATER POLLUTION CONTROL Contractor agrees to comply with all applicable standards, orders, and regulations issued pursuant to the Clean Air Act (42 U.S.C. § 740-7671q) and the Federal Water Pollution Control Act as amended (33 U.S.C. § 1251-1387). The Contractor agrees to report any violation to the City immediately upon discovery. The City assumes responsibility for notifying the Environmental Protection Agency (EPA) and the Federal Aviation Administration. Contractor must include this requirement in all subcontracts that exceed $150,000. Reference. 2 CFR § 200, Appendix II(G) FEDERAL REQUIREMENTS: FR-A10 A10 DAVIS- BACON REQUIREMENTS A10. 1 SOURCE 2 CFR § 200, Appendix II(D) 29 FR Part 5 A10. 2 APPLICABILITY The Davis-Bacon Act ensures that laborers and mechanics employed under the contract receive pay no less than the locally prevailing wages and fringe benefits as determined by the Department of Labor. Contract Types — Construction — Incorporate into all construction contracts and subcontracts that exceed $2,000 and include funding from the AIP. Equipment—This provision applies to all equipment installation projects (e.g. electrical vault improvements) financed under the AIP that exceed$ 2, 000. This provision does not apply to equipment acquisitions where the equipment is manufactured at the vendor's plant (e.g. SRE and ARFF vehicles) Professional Services—The emergence of different project delivery methods has created situations where Professional Service Agreements (PSAs) includes tasks that meet the definition of construction, alteration, or repair as defined in 29 CFR Part 5. If such tasks result in work that qualifies as construction, alteration, or repair and it exceeds$2,000, the PSA must incorporate this clause. Property—Ordinarily, land acquisition projects would not involve employment of laborers or mechanics and thus the provision would not apply. However, land projects that involve installation of boundary fencing and demolition of structures would involve laborers and mechanics. The sponsor must include this provision if the land acquisition project involves employment of laborers or mechanics for a contract exceeding $2,000. Fencing Projects— Fencing projects that exceed $2,000 must include this provision. Use of Provision — MANDATORY TEXT. 29 CFR part 5 establishes specific language a sponsor must use. The sponsor may not make any modification to the standard language. A/E firms that employ laborers and mechanics on a task that meets the definition of construction, alteration, or repair are acting as a contractor. The sponsor may not substitute the term "Contractor"for"Consultant" in such instances. A10. 3 CONTRACT CLAUSE DAVIS-BACON REQUIREMENTS 1.Minimum Wages. (i) All laborers and mechanics employed or working upon the site of the work will be paid unconditionally and not less often than once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by the Secretary of Labor under the Copeland Act(29 CFR Part 3)), the full amount of wages and bona fide fringe benefits (or cash equivalent thereof) due at time of payment computed at rates not less than those contained in the wage determination of the Secretary of Labor which is attached hereto and made a part hereof, regardless of any contractual relationship which may be alleged to exist between the Contractor and such laborers and mechanics. Contributions made or costs reasonably anticipated for bona fide fringe benefits under section 1(b)(2)of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such laborers or mechanics, subject to the provisions of paragraph(1)(iv)of this section; also,regular contributions made or costs incurred for more than a weekly period(but not less often than quarterly)under plans, funds, or programs which cover the particular weekly period, arc deemed to be constructively made or incurred during such weekly period.Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination for the classification of work actually performed, without regard to skill,except as provided in 29 CFR Part 5.5(a)(4). Laborers or mechanics performing work in more than one classification may be compensated at the rate specified for each classification for the time actually worked therein: Provided that the employer's payroll records accurately set forth the time spent in each classification in which work is performed. The wage determination (including any additional classification and wage rates conformed under (1)(11) of this section) and the Davis-Bacon poster (WH- 1321) shall be posted at all times by the Contractor and its subcontractors at the site of the work in a prominent and accessible place where it can easily be seen by the workers. (ii)(A) The contracting officer shall require that any class of laborers or mechanics, including helpers, which is not listed in the wage determination and which is to be employed under the contract shall be classified in conformance with the wage determination. The contracting officer shall approve an additional classification and wage rate and fringe benefits therefore only when the following criteria have been met: (1) The work to be performed by the classification requested is not performed by a classification in the wage determination; (2)The classification is utilized in the area by the construction industry;and (3)The proposed wage rate,including any bona fide fringe benefits,bears a reasonable relationship to the wage rates contained in the wage determination. (B) If the Contractor and the laborers and mechanics to be employed in the classification (if known), or their representatives, and the contracting officer agree on the classification and wage rate (including the amount designated for fringe benefits where appropriate), a report of the action taken shall be sent by the contracting officer to the Administrator of the Wage and Hour Division, Employment Standards Administration,U.S. Department of Labor,Washington,DC 20210. The Administrator,or an authorized representative,will approve,modify, or disapprove every additional classification action within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (C) In the event the Contractor, the laborers, or mechanics to be employed in the classification, or their representatives, and the contracting officer do not agree on the proposed classification and wage rate (including the amount designated for fringe benefits where appropriate),the contracting officer shall refer the questions, including the views of all interested parties and the recommendation of the contracting officer, to the Administrator for determination. The Administrator, or an authorized representative, will issue a determination within 30 days of receipt and so advise the contracting officer or will notify the contracting officer within the 30-day period that additional time is necessary. (D) The wage rate (including fringe benefits where appropriate) determined pursuant to subparagraphs (1)(11)(B)or(C)of this paragraph,shall be paid to all workers performing work in the classification under this contract from the first day on which work is performed in the classification. (iii) Whenever the minimum wage rate prescribed in the contract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate,the contractor shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly cash equivalent thereof. (iv) If the Contractor does not make payments to a trustee or other third person, the Contractor may consider as part of the wages of any laborer or mechanic the amount of any costs reasonably anticipated in providing bona fide fringe benefits under a plan or program: Provided that the Secretary of Labor has found, upon the written request of the Contractor, that the applicable standards of the Davis-Bacon Act have been met.The Secretary of Labor may require the Contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. 2.Withholding. The Federal Aviation Administration or the sponsor shall upon its own action or upon written request of an authorized representative of the Department of Labor withhold or cause to be withheld from the Contractor under this contract or any other Federal contract with the same prime contractor, or any other federally-assisted contract subject to Davis-Bacon prevailing wage requirements, which is held by the same prime contractor, so much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including apprentices,trainees, and helpers, employed by the Contractor or any subcontractor the full amount of wages required by the contract. In the event of failure to pay any laborer or mechanic, including any apprentice, trainee, or helper, employed or working on the site of work, all or part of the wages required by the contract, the Federal Aviation Administration may, after written notice to the Contractor, Sponsor, Applicant, or Owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds until such violations have ceased. 3. Payrolls and Basic Records. (1)Payrolls and basic records relating thereto shall be maintained by the Contractor during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working at the site of the work. Such records shall contain the name, address, and social security number of each such worker; his or her correct classification; hourly rates of wages paid (including rates of contributions or costs anticipated for bona fide fringe benefits or cash equivalents thereof of the types described in 1(b)(2)(B) of the Davis-Bacon Act); daily and weekly number of hours worked; deductions made; and actual wages paid.Whenever the Secretary of Labor has found under 29 CFR 5.5(a)(1)(iv)that the wages of any laborer or mechanic include the amount of any costs reasonably anticipated in providing benefits under a plan or program described in section 1(b)(2)(B) of the Davis-Bacon Act, the Contractor shall maintain records that show that the commitment to provide such benefits is enforceable,that the plan or program is financially responsible,and that the plan or program has been communicated in writing to the laborers or mechanics affected,and that show the costs anticipated or the actual costs incurred in providing such benefits. Contractors employing apprentices or trainees under approved programs shall maintain written evidence of the registration of apprenticeship programs and certification of trainee programs,the registration of the apprentices and trainees, and the ratios and wage rates prescribed in the applicable programs. (ii)(A)The Contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the Federal Aviation Administration if the agency is a party to the contract, but if the agency is not such a party,the Contractor will submit the payrolls to the applicant, Sponsor,or Owner,as the case may be,for transmission to the Federal Aviation Administration.The payrolls submitted shall set out accurately and completely all of the information required to be maintained under 29 CFR 5.5(a)(3)(i), except that full social security numbers and home addresses shall not be included on weekly transmittals. Instead the payrolls shall only need to include an individually identifying number for each employee(e.g. the last four digits of the employee's social security number). The required weekly payroll information may be submitted in any form desired. Optional Form WH-347 is available for this purpose from the Wage and Hour Division Web site at www.dol.gov/whd/forms/wh347instr.htm or its successor site. The prime contractor is responsible for the submission of copies of payrolls by all subcontractors. Contractors and subcontractors shall maintain the full social security number and current address of each covered worker and shall provide them upon request to the Federal Aviation Administration if the agency is a party to the contract,but if the agency is not such a party,the Contractor will submit them to the applicant, sponsor, or Owner, as the case may be, for transmission to the Federal Aviation Administration, the Contractor, or the Wage and Hour Division of the Department of Labor for purposes of an investigation or audit of compliance with prevailing wage requirements. It is not a violation of this section for a prime contractor to require a subcontractor to provide addresses and social security numbers to the prime contractor for its own records, without weekly submission to the sponsoring government agency(or the applicant, Sponsor, or Owner). (B) Each payroll submitted shall be accompanied by a "Statement of Compliance," signed by the Contractor or subcontractor or his or her agent who pays or supervises the payment of the persons employed under the contract and shall certify the following: (1) The payroll for the payroll period contains the information required to be provided under 29 CFR § 5.5(a)(3)(ii),the appropriate information is being maintained under 29 CFR§ 5.5 (a)(3)(i),and that such information is correct and complete; (2)Each laborer and mechanic (including each helper,apprentice, and trainee)employed on the contract during the payroll period has been paid the full weekly wages earned, without rebate, either directly or indirectly,and that no deductions have been made either directly or indirectly from the full wages earned, other than permissible deductions as set forth in Regulations 29 CFR Part 3; (3)Each laborer or mechanic has been paid not less than the applicable wage rates and fringe benefits or cash equivalents for the classification of work performed, as specified in the applicable wage determination incorporated into the contract. (C) The weekly submission of a properly executed certification set forth on the reverse side of Optional Form WH-347 shall satisfy the requirement for submission of the"Statement of Compliance"required by paragraph(3)(11)(B)of this section. (D)The falsification of any of the above certifications may subject the Contractor or subcontractor to civil or criminal prosecution under Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code. (iii)The Contractor or subcontractor shall make the records required under paragraph(3)(1)of this section available for inspection,copying,or transcription by authorized representatives of the sponsor,the Federal Aviation Administration, or the Department of Labor and shall permit such representatives to interview employees during working hours on the job.If the Contractor or subcontractor fails to submit the required records or to make them available,the Federal agency may,after written notice to the Contractor,Sponsor, applicant,or Owner,take such action as may be necessary to cause the suspension of any further payment, advance, or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available may be grounds for debarment action pursuant to 29 CFR 5.12. 4. Apprentices and Trainees. (1) Apprentices. Apprentices will be permitted to work at less than the predetermined rate for the work they performed when they are employed pursuant to and individually registered in a bona fide apprenticeship program registered with the U.S. Department of Labor, Employment and Training Administration, Bureau of Apprenticeship and Training, or with a State Apprenticeship Agency recognized by the Bureau, or if a person is employed in his or her first 90 days of probationary employment as an apprentice in such an apprenticeship program,who is not individually registered in the program, but who has been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Agency(where appropriate)to be eligible for probationary employment as an apprentice. The allowable ratio of apprentices to journeymen on the job site in any craft classification shall not be greater than the ratio permitted to the contractor as to the entire work force under the registered program. Any worker listed on a payroll at an apprentice wage rate, who is not registered or otherwise employed as stated above, shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any apprentice performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. Where a contractor is performing construction on a project in a locality other than that in which its program is registered, the ratios and wage rates (expressed in percentages of the journeyman's hourly rate) specified in the Contractor's or subcontractor's registered program shall be observed.Every apprentice must be paid at not less than the rate specified in the registered program for the apprentice's level of progress, expressed as a percentage of the journeymen hourly rate specified in the applicable wage determination. Apprentices shall be paid fringe benefits in accordance with the provisions of the apprenticeship program. If the apprenticeship program does not specify fringe benefits,apprentices must be paid the full amount of fringe benefits listed on the wage determination for the applicable classification.If the Administrator determines that a different practice prevails for the applicable apprentice classification,fringes shall be paid in accordance with that determination. In the event the Bureau of Apprenticeship and Training,or a State Apprenticeship Agency recognized by the Bureau,withdraws approval of an apprenticeship program,the Contractor will no longer be permitted to utilize apprentices at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (ii) Trainees. Except as provided in 29 CFR 5.16, trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individually registered in a program which has received prior approval, evidenced by formal certification by the U.S. Department of Labor, Employment and Training Administration. The ratio of trainees to journeymen on the job site shall not be greater than permitted under the plan approved by the Employment and Training Administration.Every trainee must be paid at not less than the rate specified in the approved program for the trainee's level of progress, expressed as a percentage of the journeyman hourly rate specified in the applicable wage determination. Trainees shall be paid fringe benefits in accordance with the provisions of the trainee program. If the trainee program does not mention fringe benefits,trainees shall be paid the full amount of fringe benefits listed on the wage determination unless the Administrator of the Wage and Hour Division determines that there is an apprenticeship program associated with the corresponding journeyman wage rate on the wage determination that provides for less than full fringe benefits for apprentices. Any employee listed on the payroll at a trainee rate that is not registered and participating in a training plan approved by the Employment and Training Administration shall be paid not less than the applicable wage rate on the wage determination for the classification of work actually performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered program shall be paid not less than the applicable wage rate on the wage determination for the work actually performed. In the event the Employment and Training Administration withdraws approval of a training program,the Contractor will no longer be permitted to utilize trainees at less than the applicable predetermined rate for the work performed until an acceptable program is approved. (iii) Equal Employment Opportunity. The utilization of apprentices,trainees, and journeymen under this part shall be in conformity with the equal employment opportunity requirements of Executive Order 11246,as amended, and 29 CFR Part 30. 5. Compliance with Copeland Act Requirements. The Contractor shall comply with the requirements of 29 CFR Part 3,which are incorporated by reference in this contract. 6. Subcontracts. The Contractor or subcontractor shall insert in any subcontracts the clauses contained in 29 CFR Part 5.5(a)(1)through(10)and such other clauses as the Federal Aviation Administration may by appropriate instructions require, and also a clause requiring the subcontractors to include these clauses in any lower tier subcontracts. The prime contractor shall be responsible for the compliance by any subcontractor or lower tier subcontractor with all the contract clauses in 29 CFR Part 5.5. 7. Contract Termination: Debarment. A breach of the contract clauses in paragraph 1 through 10 of this section may be grounds for termination of the contract, and for debarment as a contractor and a subcontractor as provided in 29 CFR 5.12. 8. Compliance with Davis-Bacon and Related Act Requirements. All rulings and interpretations of the Davis-Bacon and Related Acts contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by reference in this contract. 9. Disputes Concerning Labor Standards. Disputes arising out of the labor standards provisions of this contract shall not be subject to the general disputes clause of this contract. Such disputes shall be resolved in accordance with the procedures of the Department of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes within the meaning of this clause include disputes between the Contractor(or any of its subcontractors)and the contracting agency,the U.S. Department of Labor, or the employees or their representatives. 10. Certification of Eligibility. (1)By entering into this contract,the Contractor certifies that neither it(nor he or she)nor any person or firm who has an interest in the Contractor's firm is a person or firm ineligible to be awarded Government contracts by virtue of section 3(a)of the Davis-Bacon Act or 29 CFR 5.12(a)(1). (ii) No part of this contract shall be subcontracted to any person or firm ineligible for award of a Government contract by virtue of section 3(a)of the Davis-Bacon Act or 29 CFR 5.12(a)(1). (iii)The penalty for making false statements is prescribed in the U.S. Criminal Code, 18 USC 1001. FEDERAL REQUIREMENTS: FR-A11 CERTIFICATION OF OFFEROR/BIDDER REGARDING DEBARMENT By submitting a bid/proposal under this solicitation, the Contractor certifies that neither it nor its principals is presently debarred or suspended by any Federal department or agency from participation in this transaction. The successful bidder, by administering each lower tier subcontract that exceeds $25,000 as a "covered transaction," must verify each lower tier participant of a "covered transaction" under the project is not presently debarred or otherwise disqualified from participation in this federally assisted project. The successful bidder will accomplish this by: 1. Checking the System for Award Management at website: http://www.sam.gov 2. Collecting a certification statement similar to the Certificate Regarding Debarment and Suspension (Bidder or Offeror), above. 3. Inserting a clause or condition in the covered transaction with the lower tier contract. If the FAA later determines that a lower tier participant failed to disclose to a higher tier participant that it was excluded or disqualified at the time it entered the covered transaction, the FAA may pursue any available remedies, including suspension and debarment of the non-compliant participant. Reference. 2 CFR part 180 (Subpart C), 2 CFR part 1200, DOT Order 4200.5 FEDERAL REQUIREMENTS: FR-Al2 DISADVANTAGED BUSINESS ENTERPRISE Contract Assurance (§26.13) - The Contractor or subcontractor shall not discriminate on the basis of race, color, national origin, or sex in the performance of this Contract. The Contractor shall carry out applicable requirements of 49 CFR Part 26 in the award and administration of DOT assisted contracts. Failure by the Contractor to carry out these requirements is a material breach of this Contract, which may result in the termination of this Contract or such other remedy, as the recipient deems appropriate. Prompt Payment (§26.29) - The prime contractor agrees to pay each subcontractor under this prime contract for satisfactory performance of its contract no later than 10 days from the receipt of each payment the prime contractor receives from the City. The prime contractor agrees further to return retainage payments to each subcontractor within 30 days after the subcontractor's work is satisfactorily completed. Any delay or postponement of payment from the above referenced time frame may occur only for good cause following written approval of the City. This clause applies to both DBE and non- DBE subcontractors. Reference: 49 CFR part 26 FEDERAL REQUIREMENTS: FR-A13 TEXTING WHEN DRIVING In accordance with Executive Order 13513, "Federal Leadership on Reducing Text Messaging While Driving" (10/1/2009) and DOT Order 3902.10 "Text Messaging While Driving" (12/30/2009), the FAA encourages recipients of Federal grant funds to adopt and enforce safety policies that decrease crashes by distracted drivers, including policies to ban text messaging while driving when performing work related to a grant or sub-grant. In support of this initiative, the City encourages the Contractor to promote policies and initiatives for its employees and other work personnel that decrease crashes by distracted drivers, including policies that ban text messaging while driving motor vehicles while performing work activities associated with the project. The Contractor must include the substance of this clause in all sub-tier contracts exceeding $3,500 and involve driving a motor vehicle in performance of work activities associated with the project. Reference: Executive Order 13513 and DOT Order 3902.10 FEDERAL REQUIREMENTS: FR-A14 ENERGY CONSERVATION REQUIREMENTS The Contractor and subcontractor agree to comply with mandatory standards and policies relating to energy efficiency as contained in the state energy conservation plan issued in compliance with the Energy Policy and Conservation Act (42 U.S.C. 6201 et seq). Reference: 2 CFR § 200, Appendix 11(H) FEDERAL REQUIREMENTS: FR-A16 FEDERAL FAIR LABOR STANDARDS ACT (FEDERAL MINIMUM WAGE) All contracts and subcontracts that result from this solicitation incorporate by reference the provisions of 29 CFR part 201, the Federal Fair Labor Standards Act (FLSA), with the same force and effect as if given in full text. The FLSA sets minimum wage, overtime pay, recordkeeping, and child labor standards for full and part time workers. The Contractor has full responsibility to monitor compliance to the referenced statute or regulation. The Contractor must address any claims or disputes that arise from this requirement directly with the U.S. Department of Labor— Wage and Hour Division. Reference. 29 U.S.C. § 201, et seq. FEDERAL REQUIREMENTS: FR-A17 CERTIFICATION REGARDING LOBBYING The bidder or offeror certifies by signing and submitting this bid or proposal, to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the Bidder or Offeror, to any person for influencing or attempting to influence an officer or employee of an agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Federal loan, the entering into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any agency, a Member of Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form- LLL, "Disclosure Form to Report Lobbying," in accordance with its instructions. (3) The undersigned shall require that the language of this certification be included in the award documents for all sub-awards at all tiers (including subcontracts, sub- grants, and contracts under grants, loans, and cooperative agreements) and that all sub-recipients shall certify and disclose accordingly. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by section 1352, title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than $10,000 and not more than $100,000 for each such failure. Reference: 31 U.S.C. § 1352 — Byrd Anti-Lobbying Amendment, 2 CFR part 200, Appendix II(J) and 49 CFR part 20, Appendix A FEDERAL REQUIREMENTS: FR-A19 OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 All contracts and subcontracts that result from this solicitation incorporate by reference the requirements of 29 CFR Part 1910 with the same force and effect as if given in full text. Contractor must provide a work environment that is free from recognized hazards that may cause death or serious physical harm to the employee. The Contractor retains full responsibility to monitor its compliance and their subcontractor's compliance with the applicable requirements of the Occupational Safety and Health Act of 1970 (20 CFR Part 1910). Contractor must address any claims or disputes that pertain to a referenced requirement directly with the U.S. Department of Labor— Occupational Safety and Health Administration. Reference. 20 CFR part 1910 FEDERAL REQUIREMENTS: FR-A20 PROCUREMENT OF RECOVERED MATERIALS Contractor and subcontractor agree to comply with Section 6002 of the Solid Waste Disposal Act, as amended by the Resource Conservation and Recovery Act, and the regulatory provisions of 40 CFR Part 247. In the performance of this Contract and to the extent practicable, the Contractor and subcontractors are to use products containing the highest percentage of recovered materials for items designated by the Environmental Protection Agency (EPA) under 40 CFR Part 247 whenever: a) The contract requires procurement of$10,000 or more of a designated item during the fiscal year; or, b) The Contractor has procured $10,000 or more of a designated item using Federal funding during the previous fiscal year. The list of EPA-designated items is available at www.ePa.qov/epawaste/conserve/tools/cpq/products/. Section 6002(c) establishes exceptions to the preference for recovery of EPA-designated products if the Contractor can demonstrate the item is: a) Not reasonably available within a timeframe providing for compliance with the contract performance schedule; b) Fails to meet reasonable contract performance requirements; or c) Is only available at an unreasonable price. Reference: 2 CFR § 200.322 and 40 CFR part 247 FEDERAL REQUIREMENTS: FR-A23 TERMINATION OF CONTRACT Termination for Convenience (Construction & Equipment Contracts) The City may terminate this Contract in whole or in part at any time by providing written notice to the Contractor. Such action may be without cause and without prejudice to any other right or remedy of City. Upon receipt of a written notice of termination, except as explicitly directed by the City, the Contractor shall immediately proceed with the following obligations regardless of any delay in determining or adjusting amounts due under this clause: 1. Contractor must immediately discontinue work as specified in the written notice. 2. Terminate all subcontracts to the extent they relate to the work terminated under the notice. 3. Discontinue orders for materials and services except as directed by the written notice. 4. Deliver to the City all fabricated and partially fabricated parts, completed and partially completed work, supplies, equipment and materials acquired prior to termination of the work and as directed in the written notice. 5. Complete performance of the work not terminated by the notice. 6. Take action as directed by the City to protect and preserve property and work related to this Contract that City will take possession. City agrees to pay Contractor for: a) completed and acceptable work executed in accordance with the contract documents prior to the effective date of termination; b) documented expenses sustained prior to the effective date of termination in performing work and furnishing labor, materials, or equipment as required by the contract documents in connection with uncompleted work; c) reasonable and substantiated claims, costs and damages incurred in settlement of terminated contracts with Subcontractors and Suppliers; and d) reasonable and substantiated expenses to the Contractor directly attributable to City's termination action. City will not pay Contractor for loss of anticipated profits or revenue or other economic loss arising out of or resulting from the City's termination action. The rights and remedies this clause provides are in addition to any other rights and remedies provided by law or under this Contract. Termination for Default (Equipment) The City may, by written notice of default to the Contractor, terminate all or part of this Contract if the Contractor: 1. Fails to commence the Work under the Contract within the time specified in the Notice- to Proceed; 2. Fails to make adequate progress as to endanger performance of this Contract in accordance with its terms; 3. Fails to make delivery of the equipment within the time specified in the Contract, including any City approved extensions; 4. Fails to comply with material provisions of the Contract; 5. Submits certifications made under the Contract and as part of their proposal that include false or fraudulent statements; or 6. Becomes insolvent or declares bankruptcy. If one or more of the stated events occur, the City will give notice in writing to the Contractor and Surety of its intent to terminate the Contract for cause. At the City's discretion, the notice may allow the Contractor and Surety an opportunity to cure the breach or default. If within 10 days of the receipt of notice, the Contractor or Surety fails to remedy the breach or default to the satisfaction of the City, the City has authority to acquire equipment by other procurement action. The Contractor will be liable to the City for any excess costs the City incurs for acquiring such similar equipment. Payment for completed equipment delivered to and accepted by the City shall be at the Contract price. The City may withhold from amounts otherwise due the Contractor for such completed equipment such sum as the City determines to be necessary to protect the City against loss because of Contractor default. City will not terminate the Contractor's right to proceed with the Work under this clause if the delay in completing the work arises from unforeseeable causes beyond the control and without the fault or negligence of the Contractor. Examples of such acceptable causes include: acts of God, acts of the City, acts of another Contractor in the performance of a contract with the City, and severe weather events that substantially exceed normal conditions for the location. If, after termination of the Contractor's right to proceed, the City determines that the Contractor was not in default, or that the delay was excusable, the rights and obligations of the parties will be the same as if the City issued the termination for the convenience the City. The rights and remedies of the City in this clause are in addition to any other rights and remedies provided by law or under this Contract. Reference. 2 CFR § 200 Appendix II(B), FAA Advisory Circular 150/5370-10, Section 80-09 FEDERAL REQUIREMENTS: FR-A24 TRADE RESTRICTION CERTIFICATION By submission of an offer, the Offeror certifies that with respect to this solicitation and any resultant contract, the Offeror— a. is not owned or controlled by one or more citizens of a foreign country included in the list of countries that discriminate against U.S. firms as published by the Office of the United States Trade Representative (U.S.T.R.); b. has not knowingly entered into any contract or subcontract for this project with a person that is a citizen or national of a foreign country included on the list of countries that discriminate against U.S. firms as published by the U.S.T.R; and c. has not entered into any subcontract for any product to be used on the Federal on the project that is produced in a foreign country included on the list of countries that discriminate against U.S. firms published by the U.S.T.R. This certification concerns a matter within the jurisdiction of an agency of the United States of America and the making of a false, fictitious, or fraudulent certification may render the maker subject to prosecution under Title 18, United States Code, Section 1001. The Offeror/Contractor must provide immediate written notice to the City if the Offeror/Contractor learns that its certification or that of a subcontractor was erroneous when submitted or has become erroneous by reason of changed circumstances. The Contractor must require subcontractors provide immediate written notice to the Contractor if at any time it learns that its certification was erroneous by reason of changed circumstances. Unless the restrictions of this clause are waived by the Secretary of Transportation in accordance with 49 CFR 30.17, no contract shall be awarded to an Offeror or subcontractor- (1) who is owned or controlled by one or more citizens or nationals of a foreign country included on the list of countries that discriminate against U.S. firms published by the U.S.T.R. or (2) whose subcontractors are owned or controlled by one or more citizens or nationals of a foreign country on such U.S.T.R. list or (3) who incorporates in the public works project any product of a foreign country on such U.S.T.R. list; Nothing contained in the foregoing shall be construed to require establishment of a system of records in order to render, in good faith, the certification required by this provision. The knowledge and information of a Contractor is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. The Offeror agrees that, if awarded a contract resulting from this solicitation, it will incorporate this provision for certification without modification in in all lower tier subcontracts. The Contractor may rely on the certification of a prospective subcontractor that it is not a firm from a foreign country included on the list of countries that discriminate against U.S. firms as published by U.S.T.R, unless the Offeror has knowledge that the certification is erroneous. This certification is a material representation of fact upon which reliance was placed when making an award. If it is later determined that the Contractor or subcontractor knowingly rendered an erroneous certification, the Federal Aviation Administration may direct through the City cancellation of the Contract or subcontract for default at no cost to the City or the FAA. Reference: 49 USC § 50104 and 49 CFR part 30 FEDERAL REQUIREMENTS: FR-A25 VETERAN'S PREFERENCE In the employment of labor (excluding executive, administrative, and supervisory positions), the Contractor and all sub-tier contractors must give preference to covered veterans as defined within Title 49 United States Code Section 47112. Covered veterans include Vietnam-era veterans, Persian Gulf veterans, Afghanistan-Iraq war veterans, disabled veterans, and small business concerns (as defined by 15 U.S.C. 632) owned and controlled by disabled veterans. This preference only applies when there are covered veterans readily available and qualified to perform the work to which the employment relates. Reference. 49 USC § 47112(c) RFB 6764 LED Lighting Replacements for Corpus Christi International Airport Buyer:Erica Hernandez Bid Open Date:October 15,2025 *Landmark Electric **The Brandt Company- Corpus Scoff Electric Co- Corpus Group A-Apron Company-Corpus Christi, Christi,TX Christi,TX TX ITEM Description UOM Qty Unit Price Total Price Unit Price Total Price Unit Price Total Price 1 Mobilization/Equipment/Material/Traffi LS. 1 $6,500.00 $ 6,500.00 $10,796.00 $ 10,796.00 $5,000.00 $ 5,000.00 c Control 2 Haul off fixtures,Trash,Clean-up LS. 1 $3,500.00 $ 3,500.00 $1,350.00 $ 1,350.00 $2,500.00 $ 2,500.00 3 LED Flood Lighting Fixtures with Visors EA. 33 $2,350.74 $ 77,574.42 $2,243.00 $ 74,019.00 $2,809.00 $ 92,697.00 Light Poles Approximately 40 Ft. 4 LED Floodlighting Fixtures with Visor EA. 4 $813.07 $ 3,252.28 $2,243.00 $ 8,972.00 $2,635.00 $ 10,540.00 (Building Mounted) 5 LED Flood Lighting Fixtures EA. 22 $406.21 $ 8,936.62 $2,243.00 $ 49,346.00 $1,170.00 $ 25,740.00 TOTAL S 99 763.32 S 744 483.00 S 736 477.00 Group B-Hanger Lane ITEM Description UOM City Unit Total Price Unit Price Total Price Unit Price Total Price Price 1 Mobilization/Equipment/Material/Traffi LS. 1 $3,500.00 $ 3,500.00 $5,492.00 $ 5,492.00 $5,000.00 $ 5,000.00 c Control 2 Haul off fixtures,Trash,Clean-up LS. 1 $2,750.00 $ 2,750.00 $1,350.00 $ 1,350.00 $750.00 $ 750.00 3 DoubleHead-LightPoles EA. j 3 $1,742.30 $ 5,226.90 $1,444.00 $ 4,332.00 $1,865.00 $ 5,595.00 Approximately 30 Ft 4 SignalHead-LightPoles EA. 8 $871.15 $ 6,969.20 $1,444.00 $ 11,552.00 $1,055.00 $ 8,440.00 Approximately 30 Ft TOTAL $ 78,446.70 $ 22,726.00 $ 19,785.00 Group C-International Drive ITEM Description UOM City Unit Total Price Unit Price Total Price Unit Price Total Price Price 1 Mobilization/Equipment/Material/Traffi LS. 1 $11,750.00 $ 11,750.00 $7,677.00 $ 7,677.00 $12,500.00 $ 12,500.00 c Control 2 Haul off fixtures,Trash,Clean-up LS. 1 $5,500.00 $ 5,500.00 $1,350.00 $ 1,350.00 $2,500.00 $ 2,500.00 3 DoubleHead-LightPoles, EA. 8 $1,595.54 $ 12,764.32 $1,165.00 $ 9,320.00 $1,865.00 $ 14,920.00 Approximately 30 Ft. 4 SignalHead-LightPoles, EA. 34 $860.24 $ 29,248.16 $1,165.00 $ 39,610.00 $1,055.00 $ 35,870.00 Approximately 30 Ft. 5 Double-Headed-Light Poles, EA. 1 $1,112.48 $ 1,112.48 $1,165.00 $ 1,165.00 $1,865.00 $ 1,865.00 Approximately 10 Ft 6 SignalHead-LightPoles, EA. 3 $556.24 $ 1,668.72 $1,165.00 $ 3,495.00 $1,055.00 $ 3,165.00 Approximately 10 Ft. TOTAL $ 62,043.68 $ 62,617.00 $ 70,820.00 Group D-Covered Parking Lot ITEM Description UOM Qty Unit Total Price Unit Price Total Price Unit Price Total Price Price 1 Mobilization/Equipment/Material/Traffi LS. 1 $5,000.00 $ 5,000.00 $11,206.00 $ 11,206.00 $2,500.00 $ 2,500.00 c Control 2 Haul off fixtures,Trash,Clean-up LS. 1 $6,000.00 $ 6,000.00 $1,350.00 $ 1,350.00 $3,500.00 $ 3,500.00 3 Light Fixture Part 40W LED/Labor EA. 176 $298.04 $ 52,455.04 $567.00 $ 99,792.00 $463.00 $ 81,488.00 TOTAL $ 63,455.04 $ 112,348.00 $ 87,488.00 Group E-AARF Station ITEM Description UOM Qty Unit Total Price Unit Price Total Price Unit Price Total Price Price 1 Mobilization/Equipment/Material/Traffi LS. 1 $4,950.00 $ 4,950.00 $10,120.00 $ 10,120.00 $2,500.00 $ 2,500.00 2 Haul off fixtures,Trash,Clean-up LS. 1 $3,250.00 $ 3,250.00 $1,350.00 $ 1,350.00 $2,500.00 $ 2,500.00 3 Exterior Wall Mounted EA. 12 $361.08 $ 4,332.96 $542.00 $ 6,504.00 $477.00 $ 5,724.00 4 Garage Bay&Storage Area Fixtures EA. 23 $533.47 $ 12,269.81 $542.00 $ 12,466.00 $548.00 $ 12,604.00 5 Garage Bay Flood Lights EA. 4 $334.00 $ 1,336.00 $542.00 $ 2,168.00 $548.00 $ 2,192.00 6 Interior Light Fixtures EA. 37 $204.00 $ 7,548.00 $542.00 $ 20,054.00 $352.00 $ 13,024.00 7 Men/Women Locker Recessed Lamp EA. 2 $172.57 $ 345.14 $542.00 $ 1,084.00 $461.00 $ 922.00 8 Men/Women Sleeping Quarters Fixtures EA. 8 $193.30 $ 1,546.40 $542.00 $ 4,336.00 $495.00 $ 3,960.00 w/dimmers TOTAL $ 35,578.31 $ 58,082.00 $ 43,426.00 Group F-Terminal Canopy ITEM Description UOM Qty Unit Total Price Unit Price Total Price Unit Price Total Price Price 1 Mobilization/Equipment/Material/Traffi LS. 1 $4,450.00 $ 4,450.00 $11,218.00 $ 11,218.00 $7,500.00 $ 7,500.00 c Control 2 Haul off fixtures,Trash,Clean-up LS. 1 $3,750.00 $ 3,750.00 $635.00 $ 635.00 $3,500.00 $ 3,500.00 3 Light Fixture 60W-100W UFO LED/Labor EA. 60 $308.06 $ 18,483.60 $543.00 $ 32,580.00 $622.00 $ 37,320.00 TOTAL $ 26,683.60 $ 44,433.00 $ 48,320.00 Total 1$ 305970.05 ITotat I$ 444.689.00 ITotat I$ 406,316.00 *Landmark Electric Cc:Math Error on Group E line item 2:listed$3250.00 unit price listed$3000.00 new total$35,578.31. **The Brandt Cc:Math Error on Group D item 3-total price listed$99,836.00 but should be$99,792.00 new group total$1 12,348.00. Math Eron on Group F Total was listed $32,516.00 but should be$32,580.00 new group total$44,433.00. U.S. DEPARTMENT cc., I ,t C WA .ram► Corpus Christi of ENERGY International Airport On- Construction Contract Award Corpus Christi International Airport (U.S. Department of Energy (DOE) Block Grant Program) City Council ft November 18, 2025 `oPpus cyRs cc;IdA Corpus Christi 1852 t International Airport - cc!9A �. ARFF Station & Apron Lighting Carpus Christi International Airport -IIIIIli11�11 Is << - 4o�pus�y�s i 4 icc!9A k Covered J y Canopy Corpus Christi 1�52International Airpon 40 I� f' �G CCIA International & Hangar Lane Lighting Carpus Christ+ International Airport I&A, F F- m a y� _ ccl Corpus Christi International Airport Questions ? CITY OF CORPUS CHRISTI CERTIFICATION OF FUNDS (City Charter Article IV, Sections 7 & 8) I, the Director of the Finance & Procurement Department of the City of Corpus Christi, Texas (or his/her duly authorized representative), hereby certify to the City Council and other appropriate officers that the money required for the current fiscal year's portion of the contract, agreement, obligation or expenditure described above is in the Treasury to the credit of the Fund specified above, from which it is to be drawn, and has not been appropriated for any other purpose. Future payments are subject to annual appropriation by the City Council. City Council Action Date: November 18, 2025 Legistar Number: 25-1648 Agenda Item: Motion authorizing execution of a six-month service agreement with Landmark Electric Company, LLC, of Corpus Christi, in an amount not to exceed $305,970.05 to replace existing lighting with LED lighting at the Corpus Christi International Airport under the U.S. Department of Energy's Block Grant Program, with FY 2026 funding from the Department of Energy Grant Fund. Amount Required: $305,970.05 Fund Name Accounting Account No. Activity No. Amount Unit 1077 36 530000/520130 870013F $305,970.05 Total $305,970.05 ❑ Certification Not Required Director of the Finance & Procurement Department Date: AGENDA MEMORANDUM Action Item for the City Council Meeting of November 18, 2025 DATE: November 18, 2025 TO: Peter Zanoni, City Manager FROM: Jeff H. Edmonds, P.E., Director of Engineering Services JeffreyE(a)corpuschristitx.gov (361) 826-3851 Nick Winkelmann, P.E., Interim Chief Operating Officer N ickW(a)-corpuschristitx.gov (361) 826-1796 Sergio Villasana Jr, CPA CGFO, CIA, Director of Finance SergioV2(a�corpuschristitx.gov (361) 826-3227 Professional Services Contract Award ONSWTP Weir Improvements— Basins 3 & 4 CAPTION: Motion authorizing a professional services contract to Ardurra Group, Inc. of Corpus Christi to provide design, bid and construction phase services for the Weir Improvements - Basins 3 &4 at the O.N. Stevens Water Treatment Plant (ONSWTP) project in an amount up to $1,433,817.00, located in Council District 1, with FY 2026 funding available from the 2025 Water Capital Fund. SUMMARY: This motion authorizes approval of a professional engineering contract to provide design, bid, and construction phase services for the Weir Improvements — Basins 3 & 4 at the O.N. Stevens Water Treatment Plant (ONSWTP) Project. BACKGROUND AND FINDINGS: City of Corpus Christi owns and operates the O.N. Stevens Water Treatment Plant (ONSWTP) that treats a blend of surface waters from Choke Canyon and Lake Corpus Christi (via the Nueces River) and Lake Texana and the Colorado River (via the Mary Rhodes Pipeline). The ONSWTP uses a conventional water treatment process (coagulation, flocculation, sedimentation, filtration) for removal of turbidity and naturally occurring organic matter. The ONSWTP has two separate treatment systems: Plant 1 (using Basins 1 &2, a 4 MG Clearwell 1) and Plant 2 (using Basins 3 & 4, a 10 MG Clearwell 2). Both plants include filters and high- service pump stations. Plant 2 has operational challenges in secondary basins 3 and 4 due to their finger-style weirs. These weirs extend too far, causing uneven flow distribution, potential short-circuiting (especially on windy days), and problems like solids carry-over and caustic deposits. The primary goal of this project is to upgrade Plant 2's weirs to enhance hydraulic performance and settling efficiency, evaluating up to three alternatives, including a straight weir configuration, Finger Weirs with decreased projection length, and submerged effluent launders. The scope of services for this proposal includes design, bid, and construction Phase Services for basin 3 and 4 along with evaluation of the existing straight weirs in Plant 1's secondary basins, which are deteriorated and need replacement. A rehabilitation or replacement recommendation for Plant 1 will be developed during the preliminary phase. This will allow the City to decide whether to include Plant 1's weir improvements in this project, potentially as an additional service to be bid concurrently with Plant 2. PROJECT TIMELINE: November - May May - November December - December Design Bid/Award Construction Project schedule reflects City Council award in November 2025 with anticipated construction completion by December 2028. COMPETITIVE SOLICITATION PROCESS: The Contracts and Procurement Department issued a Request for Qualifications on September 30, 2024, with RFQ Number 6146 for Professional Engineering Services for Capital Improvement Projects FY2025. The City received statements of qualifications from six firms and a technical evaluation was performed by the selection committee. The selection committee consisted of representatives from Corpus Christi Water (CCW) and Engineering Services. Firm ranks were based on the below listed criteria: 1. Experience on projects of similar scope and complexity 2. Demonstrated capability & capacity on comparable projects 3. Past Performance 4. Team members with experience and qualifications 5. Team members experience with work of similar scope and complexity 6. Availability of resources to accomplish the work 7. Demonstrated understanding of the scope of services 8. Demonstrated understanding and experience with a public agency Ardurra Group, Inc. (formerly LNV), has been selected for this project based on experience and qualifications. Ardurra Group, Inc. has worked on and completed various City projects. Notable projects include: ONSWTP Solids Handling & Disposal Facility — Corpus Christi, TX — Design cost $4,789,425.00 - The project involved providing preliminary design, permitting, design, and bid phase services for new Solids Handling & Disposal Facility at the O.N. Stevens Water Treatment Plant (ONSWTP) Broadway WWTP Third Clarifier—Corpus Christi TX, - Design cost$845,5745.00-The project involved providing design, bid, and construction phase services for the Broadway Wastewater Treatment Plant Third Clarifier. Water Line Extension to Padre Island —Corpus Christi TX, - Design cost $3,806,500.00 - The project involved providing preliminary design, permitting, design, bid, and construction phase services for the Water Line Extension to Padre Island Project. ALTERNATIVES: City Council could choose not to award the contract to Ardurra Group, Inc. Not awarding the contract for professional services to Ardurra Group, Inc. will delay necessary improvements and may affect the ability to satisfy the safety, operational, and regulatory requirements. FISCAL IMPACT: The fiscal impact for Corpus Christi Water in FY 2026 is an amount of $700,000.00, with future funding being available in FY 2027 is an amount of $733,817.00 with funding available from the Water Capital Fund. FUNDING DETAIL: FY2026 Fund: Water 2025 CIP(Fund 4492) Department: Water(45) Organization: Grants&Capital Projects Funds (89) Project: ONSWTP Weir Improvements—Basins 3&4(Project 26025) Account: Outside Consultants (550950) Activity: 26025 Amount: $700,000.00 Year 1 (FY 2026): $700,000.00 Water CIP Year 2 (FY 2027): $733,817.00 Water CIP Overall Contract Total: $1,433,817.00 RECOMMENDATION: City Staff recommends approval of the professional services contract with Ardurra Group, Inc. in an amount not to exceed $1,433,817.00 for the ONSWTP Weir Improvements — Basins 3 & 4 Project with an estimated design completion by May 2027. LIST OF SUPPORTING DOCUMENTS: Location and Vicinity Maps Evaluation Matrix Proposal CIP Page Presentation FY 26 thru FY 28 Capital Improvement Plan Corpus Christi, Texas Project!t 26025 Project Name ONSWTP Weir Improvements-Basins 3&4 Contact Director of Corpus Christi Water Department Water Type Improvement/Additions Category Water Treatment Priority Priority Level 2 Status Active Useful Life 40 years Council District 1 Description Basins 3 and 4 located in O.N.Stevens Water Treatment Plant(ONSWTP)Train 2 area finger weir style that protrudes from the end of the basins into the secondaries.The general layout of the finger weirs causes an uneven distribution of water flowing over the weirs.Upgrading the weir type and layout will optimize settling time and allow for even distribution of water flow.This project continues into the long-range plan. justification Upgrading Basins 3 and 4 finger weirs to straight weirs, or an engineer approved style,at the end of the secondaries to improve flows and optimize use of the space for settling. Expenditures Prior FY 26 FY 27 FY 28 Total Construction/Rehab 0 0 0 2,000,000 2,000,000 Design 0 700,000 800,000 0 1,500,000 Eng,Admin Reimbursements 0 77,000 88,000 200,000 365,000 Total 0 777,000 888,000 2,200,000 3,865,000 Funding Sources Prior FY 26 FY 27 FY 28 Total Revenue Bonds 0 777,000 888,000 2,200,000 3,865,000 Total 0 777,000 888,000 2,200,000 3,865,000 Budget Impact This project aims to improve treatment processes.The cost to treat water should be reduced due to increased plant efficiencies. 327 RFQ No.6146 H7 ONSWTP Weir Improvements,Basins 3&4 Freese and HDR Engineering, CP&Y,Inc.dba STV Plummer Civil& Proposal Evaluation Score Ardurra Group ,Infrastructure Environmental Nichols,Inc. Inc. Associates Inc. STV) Consultants Inc. Corpus Christi Corpus Christi Corpus Christi San Antonio Corpus Christi Corpus Christi Minimum Qualifications Pass/Fail Pass Pass Pass Pass Pass Pass Licensing/Certification a� f No Material Lawsuits Past 5 Years No Material Regulatory Issues Past 5 Years References Provided for Firm V V Minimum Qualifications Pass/Fail Pass Pass Pass Pass Pass Pass Technical Proposal Experience on projects of similar scope and complexity 11.0 8.8 8.3 7.2 7.2 6.6 5.5 Demonstrated capability&capacity on comparable projects 11.0 8.8 8.3 7.2 6.6 6.6 5.5 Past Performance 11.0 7.7 8.3 8.3 7.7 5.5 4.4 Team members with experience and qualifications 11.0 9.4 8.8 7.7 6.6 7.7 6.1 Team members experience with work of similar scope and co 11.0 8.3 7.2 7.2 6.6 1 6.1 6.1 Availability of resources to accomplish the work 11.0 8.3 7.2 7.2 6.6 6.1 6.6 Demonstrated understanding of the scope of services 17.0 14.5 11.9 13.6 11.1 11.1 10.2 Demonstrated understanding and experience with a public ag 17.0 13.6 12.8 12.8 10.2 10.2 10.2 Subtotal Technical Proposal 100.0 79.2 72.5 70.9 62.5 59.8 54.5 Interview Experience on projects of similar scope and complexity 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Demonstrated capability&capacity on comparable projects 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Past Performance 0.0 1 0.0 0.0 0.0 0.0 0.0 0.0 Team members with experience and qualifications 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Team members experience with work of similar scope and co 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Availability of resources to accomplish the work 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Demonstrated understanding of the scope of services 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Demonstrated understanding and experience with a public ag 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Subtotal Interview 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Score 100.0 79.2 72.5 70.9 62.5 59.8 54.5 EXHIBIT A SCOPE OF WORK CITY OF CORPUS CHRISTI ONSWTP Weir Improvements - Basins 3 & 4 CITY PROJECT NO. 23025 SCOPE OF SERVICES: City of Corpus Christi (City) owns and operates the O.N. Stevens Water Treatment Plant (ONSWTP) that treats a blend of surface waters from Choke Canyon and Lake Corpus Christi (via the Nueces River) and Lake Texana and the Colorado River (via the Mary Rhodes Pipeline). The ONSWTP uses a conventional water treatment process (coagulation, flocculation, sedimentation, filtration) for removal of turbidity and naturally occurring organic matter. ONSWTP has two separate treatment trains that they identify as Plant 1 and Plant 2. Plant 1 consists of a primary and secondary settling basins 1 and 2, filters, a 4 MG Clearwell 1 and a High Service 2 pump station. Similarly, Plant 2 consists of primary and secondary basins 3 and 4, filters, a 10 MG Clearwell 2 and a High Service 3 pump station. Secondary Basins 3 and 4 are equipped with finger-style weirs that extend too far into the treatment zones, causing uneven flow distribution and potentially disrupting flow patterns and treatment efficiency. There have been reports of issues of solids carry over and caustic deposits over the weir area and filter media in Plant 2, and obvious short circuiting on windy days. The proposed upgrade to the weir type and configuration is intended to enhance hydraulic performance by improving flow distribution and optimizing solids settling efficiency. Up to 3 alternatives, including straight weir configuration shall be evaluated in the preliminary phase. Plant 1 secondary sedimentation basins are currently equipped with straight weirs, which have deteriorated over time and now require replacement. Accordingly, the scope has been expanded to include evaluation of the current condition of the existing weirs at Plant 1 secondary basins and development of a rehabilitation or replacement recommendation in the preliminary phase. This recommendation will enable the City to make an informed decision based on findings and available funding on whether to include Plant 1 weir improvements as part of this project or the same bid package. The additional effort required for design, bidding, and construction support associated with the expanded scope for the Plant 1 secondary weirs assuming it bids concurrently with the Plant 2 secondary weirs is presented as an additional service. Scope of services for this proposal includes Basic Services (Preliminary Phase, Design Phase, Bid Phase & Conformed Documents, and Construction Phase) plus other Additional Services, as listed below. EXHIBIT"A" City Project No. 23025 Page 1 of 15 A. BASIC SERVICES 1 Preliminary Phase Prior to the preparation of detailed plans and specifications, the Engineer will develop a Preliminary Design (30% Design) for the required project elements. The purpose of the Preliminary Design phase is to develop an adequate definition of the project to enable the Detailed Design phase to proceed without significant changes. A prerequisite to the preparation of plans and specifications is the development of a specific Preliminary Engineering Report (PER) that incorporates the project site conditions and constraints, summarizes the rationale for each major detailed design decision, and process descriptions for each component and system incorporated into the project. The PER and 30% design will establish the design parameters, criteria, and concepts necessary for the preparation of detailed plans and specifications. The Engineer will: a. Perform project management tasks such as managing schedule, managing deliverables on E-builder, submitting monthly invoices to City for payment during preliminary phase of the project. The Engineer will also prepare and submit monthly status reports to the City with the monthly invoice. Monthly status reports will comprise of a one-page summary of the progress to date on the project, work completed during the prior month, work anticipated to be completed during the upcoming month, and discussion of any scope, schedule, or budget issues that may need to be resolved. The level of effort is assumed to be 1-hr every week. b. Conduct a Project Kick-off meeting to confirm user requirements for key elements concerning design, budget and schedule. For this, the Engineer will prepare a meeting agenda during the Project Kick-off Meeting the Engineer's team will take notes regarding the proceedings of the meeting. Engineer will transcribe and distribute the meeting notes into formal meeting minutes. c. Perform condition assessment using visual inspection and operator interviews for the current condition of the secondary basins. The purpose of this task would be to determine upgrades needed to these existing facilities for assessing existing weirs and identify needed improvements. Four (4) 4-hour site visits are anticipated for this effort. d. Prepare and evaluate up to 3 alternatives for weir design for secondary Basin 3 and 4. e. Provide recommendations for secondary basins 1 &2 weir rehabilitation f. Perform hydraulic evaluation for 54 MGD flow from the secondary sedimentation basins to filter sections and outline any improvements if necessary while evaluating alternatives. g. Develop preliminary site plan layouts showing the location of proposed improvements. h. Determine preliminary structural loadings and structural element sizing. EXHIBIT"A" City Project No. 23025 Page 2 of 15 i. Prepare preliminary opinions of probable construction costs for the pertinent design scope identified. j. Provide regular progress meetings used to coordinate ongoing issues, discuss project status and obtain input from the City. Engineer will prepare meeting minutes and will finalize and distribute after review by the City's Staff. Up to two (2) two-hour progress meetings or site visits with utility and engineering services staff are anticipated through the Preliminary Phase and distribute meeting minutes and meeting report within seven (7) working days of the meeting. The Engineer will participate in discussions with the operating department and other agencies (such as Texas Commission of Environmental Quality (TCEQ)) as required to satisfactorily complete the Project. k. Prepare a project schedule that summarizes all of the major tasks of the project and the critical path of the project. Engineer will update the project schedule as the project progresses or changes occur throughout the preliminary phase. I. Provide a Quality Assurance and Quality Control review of preliminary drawings and PER. m. Prepare and submit electronic copy of the Draft PER through eBuilder that documents the analyses, approach, opinions of probable construction costs, and documents the work with text, executive summary, tables, schematic-level exhibits and computer models or other applicable supporting documents as necessary. Design Memorandum will include the following: • Review of the Project with the respective Operating Department(s) and discussions including clarification and definition of intent and execution of the Project; The Engineer will meet with City staff to collect data, discuss materials and methods of construction, and identify design and construction requirements. • Review and investigation of available records, archives, and pertinent data related to the Project including taking photographs of the Project site, list of potential problems and possible conflicts, intent of design, and improvements required, and conformance to relevant Master Plan(s). • Identify results of site field investigation including site findings, existing conditions. • Provide a presentation of pertinent factors, sketches, designs, cross-sections, and parameters which will or may impact the design, including engineering design basis, preliminary layout sketches, identification of needed additional services, preliminary details of construction of critical elements, identification of needed permits, identification of specifications to be used, identification of quality and quantity of materials of construction, and other factors. EXHIBIT"A" City Project No. 23025 Page 3 of 15 • Identify and analyze requirements of governmental authorities having jurisdiction to approve design of the Project and permitting, environmental, construction issues; and meet with pertinent authorities. • Confer, discuss, and meet with City operating department(s) and Engineering Services staff to produce a cohesive, well-defined proposed scope of design, probable cost estimate(s) and design alternatives. • Provide an analysis on project impacts towards "re-engineering" and effects on cost savings toward City operations or improvements in water quality, if applicable, which this project will affect. n. Upon Draft submittal, Conduct Project review workshop with City staff to review recommendations. Prepare PowerPoint presentation, handouts, exhibits and meeting notes as necessary. o. Assimilate all City review comments on the DRAFT PER and submit the Final PER electronic copy through eBuilder. 2. Design Phase. Upon approval of the preliminary phase, the Engineer will: a. Study, verify, and implement the PER recommendations including construction sequencing, connections to the existing facilities, and restoration of property and incorporate these plans into the construction plans. Development of the construction sequencing will be coordinated with the City Operating Department(s) and Engineering Services staff. The purpose of the plan is to provide the Contractor a sequence to perform their construction activities in such a manner that allows for continuous operation of all essential plant facilities to meet demands throughout the construction period. The Engineer will evaluate sequencing alternatives based on cost if applicable and impacts to plant operations, coordination and review of the developed alternatives with plant staff. A preferred alternative will be finalized and included in the contract documents. The goal is to ensure the continuation of operations at the plant while maintaining the plant's capability to treat water. b. Continue to perform project management tasks such as managing schedule, managing deliverables on E-builder, submitting monthly invoices to City for payment during detailed design phase of the project. The Engineer will also prepare and submit monthly status reports to the City with the monthly invoice. Monthly status reports will comprise of a one- page summary of the progress to date on the project, work completed during the prior month, work anticipated to be completed during the upcoming month, action items and discussion of any scope, schedule, or budget issues that may need to be resolved. The level of effort is assumed to be 1-hr per week. EXHIBIT"A" City Project No. 23025 Page 4 of 15 c. Perform wind pressure calculations in accordance with the International Building Code 2003/2006 for all building envelopes to ensure all component and cladding elements meet or exceed the requirements of TDI for Windstorm. d. Provide Quality Assurance/Quality Control (QA/QC) measures to ensure that all submittals of the interim and final complete plans and complete bid documents with specifications accurately reflect the percent completion designated and do not necessitate an excessive amount of revision and correction by City. e. Provide regular progress meetings and/or site visits to coordinate ongoing issues, discuss project status and obtain input from the City. Up to three two-hour progress meetings/site visits with utility and engineering services staff are anticipated through the design phase. f. Prepare construction plans in City standard format for the work identified in the approved PER to a 60% level of completion. g. Prepare construction (technical) specifications in City standard format for the work identified in the approved PER to a 60% level of completion. h. Development of Opinion of Probable Construction Cost (OPCC) per plans and specification to a 60% level. i. Furnish one (1) set of the interim 60% submittal (electronic and 1 hard copy using City Standards as applicable) to the City staff for review and approval purposes with estimates of probable construction costs. Identify distribution list for plans and bid documents to all affected franchise utilities. Submit the required plan executive summary, project checklist & drawing checklist which will identify and summarize the project by distinguishing key elements and opinion of probable project costs. j. Hold Project 60% review meeting (three-hour duration approx.). Prepare meeting agenda and distribute meeting minutes to attendees. k. Assimilate all review comments, as appropriate and, upon Notice to Proceed, update 60% plans and prepare additional sheets as necessary to complete the plans to 100% level of completion. I. Update 60% specifications and add sheets to complete the plans to 100% level of completion. m. Prepare City Standard Front-end documents to a 100% of completion. n. Update the Opinion of Probable Construction Cost (OPCC) to achieve a 100% level of completion. EXHIBIT"A" City Project No. 23025 Page 5 of 15 o. Provide one (1) set of the 100% plans and bid documents (electronic and hard copy using City Standards as applicable) to the City staff for review and approval purposes with revised estimates of probable costs. Plan executive summary, project checklist and plan checklist. p. Hold Project 100% plan review meeting (three-hour duration approx.). Prepare meeting agenda and distribute meeting minutes to attendees. q. Assimilate all review comments, as appropriate and, upon Notice to Proceed, update 100% plans to a final sign and sealed level. r. Update 100% specifications to final level of completion based on City comments. s. Update City Standard Front documents to a final level of completion. Coordinate with City's procurement department as necessary. t. Update the Opinion of Probable Construction Cost (OPCC) based on City comments. u. Provide final signed and sealed plans and bid documents (electronic and 1 hard copy using City Standards as applicable) to the City staff for project advertisement. Update plan executive summary and prepare project checklist and plan checklist. Said bid documents henceforth become the shared intellectual property of the City of Corpus Christi and the Engineer. Scope Assumptions: • Meetings will be held at ONSWTP. • Utilities and Engineering Services Staff will attend progress meetings. • Engineer's staff working on the project will remotely dial in by phone as necessary. • The City staff will: o Designate an individual to have responsibility, authority, and control for coordinating activities for the Project. o Provide the budget for the Project specifying the funds available for the construction contract. o Provide electronic copy of the City's standard specifications, standard detail sheets, standard and special provisions, and forms for required bid documents. v. Provide a Storm Water Pollution Prevention Plan if deemed necessary. EXHIBIT"A" City Project No. 23025 Page 6 of 15 3. Bid Phase & Conformed Documents The Engineer will: a. Perform project management tasks such as managing schedule, managing deliverables on E-builder, submitting monthly invoices to City for payment during bid phase. The Engineer will also prepare and submit monthly status reports to the City with the monthly invoice. The level of effort is assumed to be 2-hr per month. b. Attend pre-bid meeting and provide a recommended agenda for critical construction activities and elements impacted the project. c. Assist the City in preparing addenda and make revisions to plans and specifications as necessary. Review all pre-bid questions and submissions concerning the bid documents and prepare, in the City's format, for the Engineering Services' approval, any addenda or other revisions necessary to inform contractors of approved changes prior to bidding. d. Attend bid opening. e. Review bids and verify bidder references for completeness, balance of bid items, and responsiveness, and prepare a tabulation of bid prices and recommendation of letter. f. In the event the lowest responsible bidder's bid exceeds the project budget as revised by the Engineering Services in accordance with the Engineer's design phase estimate required above, the Engineer will, without additional fee, confer with City staff to review the bid results and identify mutually agreed-upon revisions to the bid documents intended to bring the Project within budget. These revisions will be limited to reasonable, targeted changes such as adjustments to bid forms or extending allowable shutdown windows and will be incorporated for re-advertisement of the affected portion of the Project. Any substantial redesign or scope changes beyond these reasonable revisions may be subject to additional compensation as agreed in writing. g. Assimilate all addenda changes and issue a set of conformed contract documents to the City and Contractor. h. Attend City Council Meeting readings and provide support to City Staff as needed during presentation. (up to four 1-hour meetings are anticipated for this effort). Scope Assumptions: • The effort for bid phase is based on traditional design-bid contract award strategy typically adopted by the City. Effort for alternate bid strategy is not included in this proposal. • The City staff will: EXHIBIT"A" City Project No. 23025 Page 7 of 15 o Designate an individual to have responsibility, authority and control for coordinating activities for reviewing bids and the construction contract award. o Provide the City's updated standard specifications, standard detail sheets, standard and special provisions and forms for required bid documents. o Advertise the projects for bidding, maintain a list of prospective bidders, receive and process deposits for all bid documents, issue (with assistance of Engineer) any addenda, prepare and supply bid tabulation forms, and conduct bid opening. o Receive the Engineer's recommendation concerning bid evaluation and recommendation and prepare agenda materials for the City Council concerning bid awards. o Prepare, review, and provide copies of the contract for execution between the City and the Contractor. o This Scope of Services does not include time for the Engineer to assist the City in the event of bid protests. 4. Construction Phase (T&M) The Engineer will perform construction administration as described below on a Time and Materials basis. The scope and level of effort is based on a duration of 12 months. a. Perform project management tasks such as managing schedule, managing deliverables on E-builder, submitting monthly invoices to City for payment. The Engineer will also prepare and submit monthly status reports to the City with the monthly invoice. The level of effort is assumed to be 1-hour per week. b. Attend pre-construction kickoff c. Attend preconstruction conference and provide a recommended agenda for critical construction activities and elements impacting the project. d. Coordinate with Materials Testing Lab on behalf of the City and review materials testing proposal. e. Review Contractor submittals and provide responses. Scope assumes 25 submittals and 50% re-reviews. f. Review and interpret field and laboratory tests. g. Perform Rebar Inspection (up to 4 visits per basin assumed) h. Prepare and maintain a submittal log showing dates of submittal, transmittal action to other sub-consultants, dates of return and review action.Also, maintain a RFI log showing dates of RFI submittal, transmittal action to other sub-consultants, dates of return, and a summary of the response. i. Provide interpretations and clarifications of the contract documents for the contractor and authorize required changes, which do not affect the contractor's price and are not EXHIBIT"A" City Project No. 23025 Page 8 of 15 contrary to the general interest of the City under the contract. Assist City staff with review of up to 2 change orders. Scope does not include design for additional components. j. Make monthly joint site visit and meetings to the site of the Project to confer with the City project inspector and contractor, to observe the general progress and quality of work, and to determine, in general, if the work is being done in accordance with the contract documents. This will not be confused with the project representative observation or continuous monitoring of the progress of construction which are to be provided by City Construction Inspection. k. Manage and review the O&M Manual deliverables required by construction contracts and by equipment suppliers. I. Attend substantial inspection with the City Staff, provide punch list items to the City's Construction Engineers for contractor completion. 2 Substantial completion walkthroughs are assumed (1 for each basin) m. Attend final inspection with the City Staff, to check punch-list items to the City's Construction Engineers for contractor completion and provide the City with a Certificate of Completion for the project upon successful completion of the project. 2 Final completion walkthroughs are assumed (1 for each basin) n. Prepare and deliver to the City record drawings of the constructed work in electronic format for the project. Record drawing information will be obtained from redlined drawings prepared by the Contractor. Scope Assumptions: The City staff will: • Designate a construction inspector to have responsibility, authority, and control for daily quality control and coordinating activities during the construction phase. • Prepare and process applications/estimates for payments to contractor. • Prepare Change Orders. • Conduct the final acceptance inspection with the Engineer. • Hire a 31d party materials testing firm through City's MSA • No separate windstorm certification will be required for the weirs, as they are part of the sedimentation basin structure itself rather than standalone elements. B. ADDITIONAL SERVICES This section defines the scope of additional services that may only be included as part of this contract if authorized by Engineering Services. Engineer may not begin work on any services under this section without specific written authorization by Engineering Services. Fees for Additional Services are an allowance for potential services to be provided and will be negotiated by the Director of Engineering Services as required. The Engineer shall, with written authorization by the Director of Engineering Services, perform the following: EXHIBIT"A" City Project No. 23025 Page 9 of 15 1. Design Phase for Basins 1 & 2 Weir Rehabilitation The Engineer will provide design phase services under this task for preparing plans and specifications for rehabilitation of secondary sedimentation basin weirs in Basins 1 &2 based on recommendations provided in the preliminary engineering report. The Engineer shall provide three design deliverables for this expanded scope item 60%, 100%, and final and it is assumed that Basins 1 & 2 improvements shall be a part of the same bid package. The Engineer will provide design phase services similar to basic services task 2. 2. Bid Phase & Conformed Drawings for Basins 1 & 2 Weir Rehabilitation The Engineer will provide bid phase services such as responding to bidder questions, preparing addenda and conformed documents for the expanded scope for rehabilitation of secondary sedimentation basin weirs in Basins 1 & 2. The Engineer will provide bid phase services similar to basic services task 3. 3. Construction Phase for Basins 1 & 2 Weir Rehabilitation (T&M) The Engineer will provide construction phase services similar to task 4 under this task for the expanded scope and assumed extended construction duration of 12 months for rehabilitation of secondary sedimentation basin weirs in Basins 1 & 2. The Engineer will provide construction phase services similar to basic services task 4. 4. Topographic Survey Basins 1 & 2 The Engineer will perform topographic survey of secondary sedimentation basin weirs in Plant 1. All work will be tied to and conform with the City's Global Positioning System (GPS) control network and comply with Category 6, Condition I specifications of the Texas Society of Professional Surveyors' Manual of Practice for Land Surveying in the State of Texas, Ninth Edition. The Engineer will include reference to a minimum of two (2) found boundary monuments from the project area and establish Horizontal and Vertical Control as required. Horizontal control will be based on NAD 83 State plane coordinates (South Zone), and the data will have no adjustment factor applied — i.e. — the coordinate data will remain in grid. Vertical control will be based on NAVD 88. All control work will be established using conventional (non-GPS) methods. Perform topographic surveys to gather existing condition information. The Engineer will Generate electronic planimetric base map for use in project design. 5. Topographic Survey Basins 3 & 4 The Engineer will perform topographic survey of secondary sedimentation basin weirs in Basins 3 &4 similar to additional service 4. EXHIBIT"A" City Project No. 23025 Page 10 of 15 6. Warranty Phase Services Basins 1 & 2 The Engineer will provide warranty inspection for Basins 1 & 2 toward the end of the one- year period after acceptance of the Project by performing the following: i. Note defects requiring contractor action to maintain, repair, fix, restore, patch, or replace improvement under the maintenance guaranty terms of the contract. A. Document the condition and prepare a report for the City staff of the locations and conditions requiring action, with its recommendation for the method or action to best correct defective conditions and submit to City Staff. Complete the inspection and prepare the report no later than sixty (60) days prior to the end of the maintenance guaranty period. 7. Warranty Phase Services Basins 3 & 4 The Engineer will perform warranty phase services of secondary sedimentation basin weirs in Basins 3 &4 similar to additional service 6. 8. Start-up Services Basins 1 & 2 (T&M) The Engineer will provide start-up services to assist in the transfer of finished work from a construction status to an operating, functional system for Basins 1 & 2. The services to be provided for this task include the following: A. Assist the City in start-up testing, performance testing and troubleshooting. B. Civil / process mechanical site visits up to two (2) 8-hour site visits and work with Contractor and manufacturer's representatives to ensure proper installation. C. Compile the operations and maintenance manuals for the City and confirm operation and maintenance requirements. Scope Assumptions: • Contractor is responsible for preparing, testing, and cleaning prior to start-up as detailed in the project specifications. • City will maintain start-up checklists and coordinate visits with Engineer 9. Start-up Services Basin 3 & 4 (T&M) The Engineer will provide start-up services to assist in the transfer of finished work from a construction status to an operating, functional system for Basin 3 & 4 similar to start-up services for Basin 1 & 2 as described in additional service 8. EXHIBIT"A" City Project No. 23025 Page 11 of 15 10. Risk Management Basins 1 & 2 The Engineer will provide a Risk Management Plan that will serve as a communication tool to manage and control those events that could have a negative impact on the project for Basins 1 & 2. The plan will serve as the controlling document for managing and controlling all project risks. The plan will address the following: • Risk Assessment • Risk Mitigation • Risk Contingency Planning • Risk Tracking and Reporting Included in the plan will be a risk impact assessment matrix that will assign risk ratings to risks or conditions based on combining probability and impact scales. A series of three (3) workshops (no more than 2 hours each)will be conducted with the City to continuously evolve and maintain the Risk Management Plan throughout the life cycle of the project. In addition to risk register, a decision and action item log will be prepared for the project by the Engineer and provided to the City throughout the Design Phase after all progress meeting/workshops. The Decision/Action Item Log will track all decisions made during meetings and will be formatted according to the City's requirements and made available via share file provided by the Engineer. 11. Risk Management Basins 3 & 4 The Engineer will provide a risk management plan for secondary sedimentation basin weirs in Basins 3 & 4 similar to additional service 10. 12. Regulatory Support and CT Study Updates Basins 1 & 2 (T&M) The Engineer will prepare and submit required construction plans to Texas Commission on Environmental Quality (TCEQ), update concentration-time (CT) study (if needed) for Basins 1 &2 and attend up to two 1-hour meetings with TCEQ and prepare responses if necessary. All work under this task item will be performed on a Time & Materials (T&M) basis. 13. Regulatory Support and CT Study Updates Basins 3 & 4 (T&M) The Engineer will provide regulatory support and CT study updates of the secondary sedimentation basin weirs in Basins 3 &4 similar to additional service 12. EXHIBIT"A" City Project No. 23025 Page 12 of 15 SUMMARY OF FEES: Fees for Basic Services: The City will pay the Engineer for providing all "Basic Services" on a Lump Sum basis except for Construction Services. The services for Construction Administration Phase will be provided on a Time and Material (T&M) basis as the project moves towards completion. The fees will be full and total compensation for services and for all expenses incurred in performing these services. Fees for Additional Services: The City will pay the Engineer for ALL additional services on a Lump Sum basis except for Task 3, 8, 9, 12 and 13. The services under Task 3, 8, 9, 12 and 13 will be provided on a Time and Material (T&M) basis. The fee will be full and total compensation for services and for all expenses incurred in performing these services. EXHIBIT"A" City Project No. 23025 Page 13 of 15 Task No. Task Description Fee Basic Services 1 Preliminary Phase $ 229,076 2 Design Phase $ 414,293 3 Bid Phase& Conformed Documents $ 31,848 4 Construction Phase (T&M) $ 244,879 Subtotal Basic Services $ 920,096 Additional Services 1 Design Phase for Basins 1 & 2 Weir Rehabilitation $ 166,992 2 Bid Phase & Conformed Drawings for Basins 1 & 2 Weir $ 12,176 Rehabilitation 3 Construction Phase for Basins 1 & 2 Weir Rehabilitation (T&M) $ 218,105 4 Topographic Survey Basins 1 & 2 $ 12,360 5 Topographic Survey Basins 3 & 4 $ 12,360 6 Warranty Phase Services Basins 1 & 2 $ 5,664 7 Warranty Phase Services Basins 3 &4 $ 5,664 8 Start-up Services Basins 1 & 2 (T&M) $ 11,064 9 Start-up Services Basins 3 & 4 (T&M) $ 11,064 10 Risk Management Basins 1 & 2 $ 17,344 11 Risk Management Basins 3 & 4 $ 17,344 12 Regulatory Support and CT Study Updates Basins 1 & 2 (T&M) $ 11,792 13 Regulatory Support and CT Study Updates Basins 3 &4 (T&M) $ 11,792 Subtotal Additional Services $ 513,721 Total Fee $ 1,433,817 EXHIBIT"A" City Project No. 23025 Page 14 of 15 SCHEDULE: The Engineer's services shall be performed in a timely manner consistent with sound professional practices. Any adjustments made to the agreed upon schedule shall be made in writing and accepted by both parties. The Engineer shall begin work immediately upon receipt of the executed Contract and/or Notice to Proceed (written or emailed). The work under this project is expected to be completed as shown below. Activity Anticipated Schedule* NTP (tentative) - DRAFT 30% Design Submittal 4 months after A/E NTP DRAFT 30% City Review by 4.5 months after A/E NTP Final 30% Design Submittal 6 months after A/E NTP 60% Design Submittal 10 months after A/E NTP 60% Design City Comments by 11 months after A/E NTP Pre-final 100% Design Submittal 14 months after A/E NTP 100% Pre-final Design City Review Comments by 15 months after A/E NTP Final Signed & Sealed Plans & Bid Documents 17 months after A/E NTP Bidding & Construction Award 23 months after A/E NTP Construction Completion 35 months after A/E NTP *If additional services for Basin 1 and 2 rehabilitations are selected the design duration will increase by 3 months and construction duration is anticipated to increase by 12 months. EXHIBIT"A" City Project No. 23025 Page 15 of 15 N g �0 0. PROJECT LOCATION W7-17 E CORPUS CHRISTI BAY �+ $g LOCATION MAP s NOT TO SCALE LEOPARD ST. �►- r • •', '• +�+�' BASINS 1 &2 • ,/ a. • ••It. { f,. � BASINS 3&4 � ••a� • -Ax- ff4xf -?1 1 v r + O.N. STEVENS j :•..1�' WATER TREATMENT PLANT it . !�r�riMr+r• f s+ NOT TO SCALE •� • PROJECT NUMBER: 26025 ONSWTP WEIR IMPROVEMENTS CITY COUNCIL EXHIBIT CITY OF CORPUS CHRfsTI,TEXAS BASINS 3 & 4 DEPARTMENT OF ENGINEERING SERVICES CITY OF CORPUS CHRISTI CERTIFICATION OF FUNDS (City Charter Article IV,Sections 7&8) I,the Director of Financial Services of the City of Corpus Christi,Texas(or his/her duly authorized representative),hereby certify to the City Council and other appropriate officers that the money required for the current fiscal year's portion of the contract,agreement, obligation or expenditure described below is in the Treasury to the credit of the Fund specified below,from which it is to be drawn,and has not been appropriated for any other purpose. Future payments are subject to annual appropriation by the City Council. City Council Action Date: November 18,2025 Legistar Number: 25-1730 Agenda Item: Motion awarding a professional services contract to Ardurra Group, Inc.,of Corpus Christi,Texas,to provide design, bid and construction phase services for the Weir Improvements—Basins 3&4 at the O.N. Stevens Water Treatment Plant(ONSWTP) project in an amount not to exceed$1,433,817.00,located in Council District 1,with FY 2026 funding available from the 2025 Water Capital Fund. Amount Required: $1,433,817.00 Certified Accounting Account Amount Balance Fund Name Unit No. Activity No. Contract Amount Remaining FY2026 Water 2025 CIP 4492-45-89 550950 26025 $1,433,817.00 $700,000.00 $733,817.00 $1,433,817.00 $700,000.00 $733,817.00 ❑ Certification Not Required Director of Financial Services Date: O. N . STEVENS WATER TREATMENT PLANT WEIR IMPROVEMENTS - BASINS 3 & 4 Nicholas J. Winkelmann, P. E. Interim Chief Operating Officer - Corpus Christi Water November 18, 2025 CITY OF CORPUS CHRISTI CORPUS CHRISTI WATER BACKGROUND The O. N. Stevens Water Treatment Plant (ONSWTP) treats a blend of surface waters from the Western Reservoirs (Choke Canyon & Lake Corpus Christi via the Nueces River) and from the Eastern Supply Y _ T (Lake Texana & Colorado River via _ - - the Mary Rhodes Pipeline) 3 ONSWTP has two separate treatment systems: • Plant 1 (using Basins 1 & 2, a 4 MG Clearwell 1) • Plant 2 (using Basins 3 & 4, a 10 MG Clearwell 2) • Note: Clearwell 3 is expected to come online in January 2026 BACKGROUND Plant 2 has operational challenges in secondary Basins 3 and 4 due to their finger-style weirs. Weirs help control water flow and separate solids. • Weirs in Basins 3 and 4 extend too far, causing uneven flow distribution, potential short-circuiting (especially on windy days), and problems like solids carry-over and caustic deposits 3 f _ i PROJECT GOAL AND SCOPE The primary goal of this project is to upgrade Plant 2's weirs to enhance hydraulic performance and settling efficiency. • Scope of services for this proposal include -- design, bid, and construction phase services for I l:l,l Basins 3 and 4 47 Scope also includes evaluation of the existing - straight weirs in Plant 1's secondary basins, - . -- which are deteriorated and need replacement -_ A rehabilitation or replacement recommendation for Plant 1 will be developed during the preliminary phase CITY OF CORPU CHRISTI A # CORPUSSCHRISTI WATER 4 PROJECT TIMELINE 2026 N D J F M A M J J A S O N D I J I F I M I A I M Design Services Project schedule reflects City Council award in November 2025 with anticipated construction completion by December 2028. STAFF RECOMMENDATION City Staff recommends approval of the professional services contract with Ardurra Group, Inc. in an amount not to exceed $1,433,817.00 for the ONSWTP Weir Improvements - Basins 3 & 4 Project with an estimated design completion by November 2027. The fiscal impact for Corpus Christi Water in FY 2026 is an amount of $700,000.00, with future funding being available in FY 2027 in an amount of $733,817.00 with funding available from the Water Capital Fund. CITY OF CORPUS CHRISTI CORPUS CHRISTI WATER CITY OF CORPUS CHRISTI CORPUS CHRISTI WATER CITY OF CORPUS CHRISTI AGENDA MEMORANDUM Action Item for the City Council Meeting November 18, 2025 DATE: November 6, 2025 TO: Peter Zanoni, City Manager FROM: Nick Winkelmann, P.E., Interim Chief Operating Officer NickW(u-)corpuschristitx.gov (361) 826-1796 Resolution to Authorize Second Amendment to the Agreement for Sale of Treated Water to South Texas Water Authority CAPTION: Resolution authorizing a three-year extension of the Agreement to provide treated water to South Texas Water Authority. SUMMARY: South Texas Water Authority is requesting the current Water Supply Agreement between the City of Corpus Christi be extended for a term of three years, to be effective on January 1, 2026. The extension would be under the same terms as the current Water Supply Agreement. The current Water Supply Agreement continues through December 31, 2025. The three-year extension would expire on December 31, 2028. BACKGROUND AND FINDINGS: On September 10, 1980, the City of Corpus Christi, through City Council Ordinance 15749, authorized an Agreement with South Texas Water Authority for the sale of treated water to South Texas Water Authority. Treated water is currently being provided to the South Texas Water Authority from the O.N. Stevens Water Treatment Plant via a 42-inch conveyance line, with the water meter located near County Road 52 and U.S. Highway 77. The South Texas Water Authority was created by the Legislature in 1979 to provide dependable water supplies to residents in central Kleberg County and western Nueces County. The Authority also manages the Nueces Water Supply Corporation and the Ricardo Water Supply Corporation through contracts with those entities. A nine-member Board of Directors oversees the Authority. The Kleberg County Commissioners Court names five directors, and the Nueces County Commissioners Court names four. An Administrator oversees day-to-day operations with 17 staff members. The current contract expires on December 31, 2025. On October 31, 2025, South Texas Water Authority submitted a request to extend the term of the existing Water Supply Agreement by three additional years, effective January 1, 2026. The terms and conditions of the agreement would remain the same. South Texas Water Authority continues to operate within the terms of its agreement and has an approximate daily usage of 1.2 to 1.8 million gallons. Annual revenues generated by South Texas Water Authority in FY 2025 was $1,734,079. ALTERNATIVES: The alternative is to let the existing Water Supply Agreement between South Texas Water Authority and the City of Corpus Christi expire on December 31, 2025. FISCAL IMPACT: There is no fiscal impact for Corpus Christi Water with this extension. Funding Detail: Fund: N/A Organization/Activity: N/A Department: N/A Project # (CIP Only): N/A Account: N/A RECOMMENDATION: City staff recommends the approval of this Resolution. LIST OF SUPPORTING DOCUMENTS: STWA Request to CCW Resolution Existing Water Supply Agreement with STWA Settlement Agreement SPMWD and STWA WILLATT & FLICKINGER, PLLC ATTORNEYS AT LAW 12912 HILL COUNTRY BLVD.,SUITE F-232 •AUSTIN,TEXAS 78738 • (512)476-6604 •Fax(512)469-9148 October 31, 2025 VIA EMAIL ONLY TO: LisaMa-corpuschristitx.2ov The City of Corpus Christi c/o Lisa Aguilar 1201 Leopard Street Corpus Christi, Texas 78401 Re: South Texas Water Authority's Request for 3-Year Extension of Existing Water Supply Agreement Dear Lisa: This law firm represents South Texas Water Authority ("STWA"). STWA is requesting that the current Water Supply Agreement between STWA and the City of Corpus Christi be extended for a term of three years, to be effective on January 1, 2026. The extension would be under the same terms as the current Water Supply Agreement. Throughout the term of the existing Water Supply Agreement, STWA has complied with the requirements surrounding Corpus Christi's Drought Contingency Plan. If this extension is granted, STWA will continue to comply with the terms of Corpus Christi's Drought Contingency Plan. Very truly yours, Greg Szuman Resolution authorizing a three-year extension of the Agreement to provide treated water to South Texas Water Authority Whereas, on September 10, 1980, the City of Corpus Christi Texas through City Council Ordinance 15749 authorized an Agreement with South Texas Water Authority ("STWA") for the sale of treated water to South Texas Water Authority, ("the Agreement"); Whereas, the price for treated water was modified by the Settlement Agreement between the parties effective August 13, 2013 in the case San Patricio Municipal Water District and South Texas Water Authority v. City of Corpus Christi Cause No. 08-5366-G in the 319t" Judicial District of Nueces County Texas, ("the Settlement Agreement"); Whereas, the parties have acknowledged that the term of the Agreement continues through December 31, 2025; Whereas, STWA has requested a three-year extension of the Agreement effective January 1, 2026; Now, therefore, be it resolved by the City Council of the City of Corpus Christi, Texas: Section 1. The Agreement with South Texas Water Authority for the sale of treated water to South Texas Water Authority, as was modified by the Settlement Agreement referenced herein, is hereby extended for an additional three years effective January 1, 2026. A copy of the document to acknowledge the extension is attached for signatures by the parties. This resolution takes effect upon City Council approval on this the day of 2025. ATTEST: THE CITY OF CORPUS CHRISTI Rebecca Huerta Paulette Guajardo City Secretary Mayor EXTENSION TO THE WATER CONTRACT FOR SALE OF TREATED WATER TO SOUTH TEXAS WATER AUTHORITY Whereas, on September 10, 1980, the City of Corpus Christi, Texas through City Council Ordinance 15749, authorized an Agreement with South Texas Water Authority ("STWA") for the sale of treated water to South Texas Water Authority, ("the Agreement"); Whereas, Section 7 of the Agreement regarding the price of treated water was modified per the Settlement Agreement between the parties effective August 13, 2013 in the case San Patricio Municipal Water District and South Texas Water Authority a City of Corpus Christi Cause No. 08-5366-G in the 319'Judicial District of Nueces County Texas, ("the Settlement Agreement"); Whereas, STWA has submitted a request to extend the term of the Agreement for three additional years to be effective January 1, 2026; NOW, THEREFORE, South Texas Water Authority and the City of Corpus Christi, Texas agree as follows: I. That Agreement, as modified by the Settlement Agreement, is extended through December 31, 2028. Agreed to by the parties by signatures below: SOUTH TEXAS WATER AUTHORITY By: Name: Title: STATE OF TEXAS COUNTY OF This instrument was acknowledged before me on this the day of ,2025 by , as the of the South Texas Water Authority on behalf of said entity. Notary Public, State of Texas CITY OF CORPUS CHRISTI By: Name: Title: ATTEST: By: Rebecca Huerta, Secretary STATE OF TEXAS COUNTY OF This instrument was acknowledged before me on this the day of ,2025 by , as the of the City of Corpus Christi,Texas on behalf of said entity. Notary Public, State of Texas N, - i _ MIAyK fW S tet ul r r w } 3 � s du A' 5 R - Tt S C v r- sz . ` s'3 CsC u C x o '^x i i �k a � � T1M STATE OF TEXAS COUNTY OF xt7icEs tA .[ y !► ree�eelt a this a da of l���?t'� , 1980, This by and between, the City of Carpi.: ti tr:ilti, Mlae ea Count, Texas, a aunic,i- � patlity organized purrvaac to the l`s Of the State of Texas, hereinafter referred to as 'City", and the South Texas Water Authority, aL conser-vation asxi reclaeeatica district and political subdivision of the State of Texas, x bereinafter referred to as "Authority": � W 1 T N E S S E T H.- VF43 AS, the City, by virtue of a contract executed August 10, 1955, between the Lower Nueces River hater Supply District, hereinafter referred to as "District", is the sole pwrcraser of untreated water from District and treats said water for distribution to tustMers of City; and, SAS, Authority has determined that it desirea to obtain treated water from City to serve its customers .lying within the established .Y boundaries of Authority; au4, t -µ' SAS, Authority intends to construct water trunk mains and r_3 related facilities to transport a fresh supply of pa�able water from City to the existing and proposes; facilities of Authority --ustomers; and, . ?, RE—M, City has deters ned timt at this ti-e sufficient water Is msaiiab3e to sere the existing customers of City, and meet the obliga- boas o: existing contracts of City; and, Mi.VEAS, City has determined that at such tire as the O. N. Stevens 3 Water Treazmtent plant expansioa is complete sufficient watzer 'Will be avail- 1 t able to provide the anticipated requirements of Esthor tY; and, MREAS, City desires to sell later to Authority for the benefit C of City and Authority. e pia, The?�FOiW, for aniin cons iderati,.� o; the premises an the sum of; Ten and .. ,`100 ($10.001 Dollars 4 viand paid to City c; _.-E.F,oritg, the benefits arising to both City and Authority through the sale of fresh, ' A potable crater to Authority, and the mutual covenants :id agreement of the Fl parties herein containeu, U e parties hereby agree as follows: t 1, Gc� s::�c[iczx u: y.ciLit a�- : Authority xN I.l coutruct or cause to be „ construrttd at no expense to Cfty, a water tran 1s%ion zz io, Pump oX and storage eater by #ociliti+zs, and related appurtaaAncts to be arranged to permit taking � q :4. Stevens �ta[tr Treatment gl,ant tserveuere portiom"c of, Authority free t t6e �� � *_Wcas and Kleberg Counties. Authority facilities shall be ccrostzucted inac- specifications to be prepared by Authority and acceptable cordance with plans and ;YES to City •nd may. at the option of Authority, be built in %cages as that needs �# of Aut;;.city may require. Approval by City shall relate to those matters � ~° which right affect the potential rate and quvntity of taking, and land o%med by City. Authority shall be responsible for obtaining and maintaining any pe ,s necessary for the construction, operation, and saaiateaain"es' Of the cont"-plated water =ain aad related appurtenances of Authority- and Ri h ts: AutSority shall beresponsible for the 2. v acquistior. of all taaementa, rights-of-way, .end land necessary for the con- structis�ll, alteration, and Uaintenance of the facilities to be built by Authority. land, or easements held by or belonging r Access to and use of ri3�hts-o`.-sta3. ti' "ice ` } to City will be provided to Authority witbout cost a .ere n essarr as f r mat a lane atci specifications as Authority facilities a, re r ed yd 3 h t dbterWintd by lt by Authority and acceptable to City. to adi.,t st or �q,a 3= lie;aestion: s€ City determines tat it is cessaaey fr �y 'ands or easements relocate facilities constructe` by Authority in order that s Sys s3 to City be used for ,rater treatment facility ieprovemersts' v $ r belonging thetiLy shall beat Lh? f=s11 cost Of s::c: facility sKjLstama:ats or relocations- Au j City Vill give due and careful consideration to the location of Auti:azity's s 1 Li:.zi%ities in lt3areniz:g new facilities and will, withinthe limits of Sound - engineering a-ad ultimate total goo ect cost to all agencies, minimize the required relocation of facilities by Au-fo==eY. tme titer: City agrees to sell Authority during the tern Of this Contract or any renevol or extension thereof, sub2ect to the conditions bereinaftet set forth, a fresh supply of potable cater to i�uthCrity at th« 5_ delivery pain` hereinafter sit forth, lad Authority agrees to purchase and 7a take at said �#e:fi s > t t Ole xh'n ?Ubtli"':fed outside City timits � x , y (CX;i.) tirara:r rat*. .4 :tart termer :aba4 a:e adit i ns 4pp{.ic,nbEte to f L City :+.tier sales as wswnWed Eros tip+re to time by City, not in conflict with the terms o: tfaiaF agr�zt't. �� �_ xu that event tiAt Authority Tseti:ts t^king waster prior to the corpletian {� of the 0_ X. Starr as Water Treats nt r1asrt expa nAlon, City shall fait the 'quantity oaf potable -trca.tei water sold to Authority to three (3) milliOcL ,ollosas pitr dAy- Xft.er the CDOP Ietiosa of the 0' X. : tevens miter Ire*tsrent Plant expansion City agrees to st17. Authority potable treated Prater in such quantity ajK may be � %Vgnired b7 Authority, but limited co a peak hourly rate of ten (10)zillion aiu.,'xt the tizAt t�lve month period i�aediatte2 fol_lwin� r� � &a n per daffy. g �� p y � tU* last day of the aaonth is which water is first treated by the expanded agrees to sell: # c?. IA. Stev"m stater Treatlasat yl&ut> In subsequent ]rears City �tg=te {a� The total aasount of water taken by Authority in the preevious „ tvelve_*ojt:t period plus test percent (101-0, or s � z (b) The average quantity of water taken by Authority in the previous three (3) years plur ten percent (10%), whichever x (i Is greater. city also agrees to sell whatev-er quantity ,f ,rater Authority requires r deems of the above mentioned amounts, if, in the opinion of City, such stater is available. S. Point of Delivery: ,••e deliveryr in_ shall be at the outl side F y of the D. N. Stevens WaterTreatment Plant high-service pmp building on the E 3 k$-inch Bata#tt, or at a IcemtiLn sc:tc;ally agreed or between Ci*g and Authority, f suds point being the ].oration of tt:e t=aa: issior_ itr ir_take facilities to be rssnsC cts3 by At:tlWrity in. accordance with plans and specifications K preparzc€ by Authority $d acceptable to City, N�ni;s a pz esssre will be a* or near. 50 p_s.i. at the Point of delivery. Title to the water snail pass to �lutfzori� -when it passes thFriugh the meter at or near tf e point of delivery 6 at a 70cati4n att•.ial?y agreed on e,.4een City and Authority. c; - will construct ct tap on City a€air. :�<r y�4Ymert S> Connection ee: City c£ the inll cost of the connection, of the to cal cost of labor ai ,p application fiat service by a a�terinls required tc make said tap: ar_ upon a representative of Authority at the Public Utilities Office r City. z ay E 4 _3_ *° Srrrath $.._3 :.,:-L' $LtfiOLltS .. t, Frie,e• 'x"Eae pride to Charged for treated grater %old by City to AntUarity shalt he the rfgul-ar estahlished and published outside City limit (OCL) rage at the time of to ing, for t Itslde City limits customers of similar location and ceaaui req"xire^eats, as deterrinad by City, not in con- fl.ittt frith the ter*% of this ogre nt. " € rtiit It is understood and agreed that City shall use reasonable � 3 dfillgence ro pr•-ven- . polj? ,lion or c-uitamivation of any a€ the water supply xef-rred tc a from any cause, and further that such water shall be traeated grater f such quality as to meet the requirements of the Texas 1?eparrarea►t of Health at the paint of delivery. '1C.iutenase-z and Operation of Facilities: The Water Hain and rel red 1"ro+rements constructed by .Authority shall be maintained, operated, and iregaiired by Authority subject to provisions herein contained. City shall have the ritht to rcq_1re Authority to ma:n:air. its facilities on City prorerty : or Bass is in a manner cccgarabla to the level of vAintenance at similar City } y ` The water delivered under this contract shall be measured by a avit,�gyie meter meter or waters to be furnished and installed by Authority = i ,and kept in repair and maintained by City at or near the point of delivery of said yeti. to specify t City shall, have the right he type o f meter or r %eterm to be uzed.and to specify the installation design of the meter or meters. Checks as to the accuracy of the meter or artery snail be aade semi-annually h` City, and City shah :totify A::thcriz, in writing ten (.a) days in afi>ance of ' A + 3 FT�Te$Pntative +_ all. sl dual c necks tests in Order. ih=t authority may lsave preset as a Witaess.. Sera€-annual tests as to the accuracy of the meter or t I1 be Cit3's expense. tf either, Cate or Authority at any time, shall vote anther that it desires a special test of any meter, the parties shall cooperate in arranging for a special test to by �arTe by City. Tr:_ e PQnse the special test of the meter or meters shall b- _-=aid by the party requesting such test. if, an any test, tie meter tested s:�all be found to be inaccurate by an ffs a=ount 'eeding two percent (2%), then any previous readings cf such meter or meters shall be corrected for a period of zna^curate measurerent tberFllI . all rhich is definitely icre�^x or aQr ch ee� upon; but ^o -- cc-rect'_ .. " -:tcn' + South Teas Vater Authority ; Y- back over a yerlod bt;+ lnniV4 '40re t-:,.an fifteen (15) dxys prior to the time then such in:�ccur tcy *ms first wade kno-rn by either party to the other. if. for any acessre�n, the a%eter .,-r asters are out of service so that the volrr of water ue;,ivtred hv-eu ter cxanot &� :�scerc44ned or couii%teu 'rent meter :endings t herof, x ri«d su�zh meter or Leters x out of service tA& v*t�r d+elivere4 dur.trg t%je pe sha1 he ,est. yt*d .and agreed upon by the parties hereto upon he basis of the best dat^ available- City shall read the meter or meters on or about the last day of each month anti sball determine frow these :endings the amount of water delivtxed to the Authority.. City shall service the recording and ineegrating Instruments of the meter or meters and shall retain the charts and integrated readings as a part of the City cater reesrds, A copy of all :such charts and iat rat+sd resdiags correspooding to Authoiity's carcrsuarption,as reflected in the , F aos►ttly sxatement described in Section l! herein.sball be furnished to Authority upon Authority's request. Any duplicate r--corders providing charts for Authority Shan be putchas;ed, •ainratined, and set:viced by at tb&- racpexsu Of puthority r 11� gix 2iiaitea ()'bli ag_tion; Authority is obligated and hereby agrees �F� to purchase, all of its eater from City, exeeg t uat�r obtained €ram b { 'uS ' hicb are to be -operated it such a .gay as to �*sg�ent existing f� future sells ;: } the total dependable yield of city's Crater supply, Authority is not obli— gated to purchase anyaininus amount of water in awf billing month during the t period of this contract, but Authority shall pay City a moftthly sum equal r 3 to the mirizua charge for eutsiae City limits ;C;CQ customers based on y - -anster meter size in use st the date of billing as prescribed under Section 2 7 he�of regardless of whether or not any water is used. is minimum gay- SSi .�. went 'S.S intended to cover tile CfDSts of meter read-ings, testing, billing, and "£ other costs which will continue whether or not any ;cater is withdrawn by Authority. City shall morithly submit a st`tem.ent to Authority indicating the quantity of water sold to Authority during the preceding ecer reac�irg cycle. Authority shall render payments within fifteen (15) -Ys of receiri of.sazo state*nent. Any clerical errnT or minor gcesc'•on =cr-=dir,g said st,:` -ent will not be suffic-ent grounds to delay pa,-jent by Au€harit to City. 9n- such questions shall be properly settled n:,dcr the tc cf _:_,. cC rz } Cs.sti*h Texas `rate- Authority _�_ by eye Arre4tXttt of bath PA:rtie; here-o_ !l— :ad usv-'!Vt it the at >u;,t PAU. � a#: .� result of u n atreesz�t Khali bs aci3 ',Ito ,r dea,c- t frog the fo-IIOW%n7' srr th'ac bill. F�ti:_vre 1.0 ,'fs the %L nthtf willing. -1-h-in v, .rt,, ('10) 13 !s after such billing r3ate shall author3 =ty �, discontinue fuarnxstein� ester Autfsozity. In t1j* event it becomes neec,.sary to collect su h charges throw$ to a xt procedure, City %ball be entitles'. to also r>ecatierr a: reaso=ble sttorney`s ) a4sf feu. Ia the event it bscaF+er necessary jor City to stop the selling of Water. due to ,Authorityvs failure to pray its water bibs, City m= y require the pay ! In advance of the monthllr water bill based on the previous bill plus any adjustwents as a condition to the resuuptioa Of furnishing water to Authority. 13_ ind ity: Authoxi.ty will indeeiify City fr= any liability, which. night rmzrue b�.,ca salt of facilities constru_ced by Authority on land or right- of-way owaed by City or Authority,, and Authority assumes all.responsibility i:nr adequately maintaining and sa£egua'•ding said facilities. This provision fi n_ 3 for protection of city and Authority, and is not for the benefit of {� third parties. " " lei►. Restriatioa<�s ou S:les. Ai2tIlSSrity agrees not to sell water directly - � • e + , sting or future users located withi! CitY's five-mile ` or indirect$ �r► dry g the effective date of this ex�tTaterriturrtalurisdsction inexistance as of Y F . contract. getifis written approval y City Council of City will be required w purchased �� � before Authority sells water which thutharity has �zc..ased from City to: z (a) A nicipality, 13filitical subdivision, nonprofit corpora- tion, special legislative district or authority lticated1 in Nu+eees County which is not legally constituted as of s- r the 2.€ective Sate of this agreement. �: x (b) A asunieigality, political subdivision, nonprofit corpora- tion, special legislative district or a:,thority which is z{ located outside Kelberg or Nueces County. y (c) Any private organization or person desiring to resell to others. (d) Any subdivision or lot In any subdivision, whether designer: ser single-family. muitisle-iar.=ily, Labile home, co erciai, Industrial, or other uses, not included it the initial water. -ne construction: program of Authority :in an unincorporated area within the area over white,, City maintains Dlatting control, or to gover:raentzl .snit for resale to Cr in such subdivision. Written city Council approval wilt, in this case., be contingent upon the prior review and z-;-oval of �•: the Planning Co=ission of City. � z x a, r ` r,� ia South 'Texas Water Authority r � write + f3ty aPacoval is obtainxd by Authority fn t err+�r�t zit uric^ " m, to strr4eas�trs vfthn City firs-stile zxtratcrritotil :y* dict#oa 14*sthar ty Agrtxs to U'rA all of its custoxeYity to the t zits-Leila csctza erritoris jurisdiction of pith stszd v�atet ss #te catract is accordance with Section 5 - LI, cityCrAt of Ord (V0*'"zgricultr�ssl use ere or in accor aaca rt, Partly ax vhxally► 1►ey the City limits) As a pre- bs--1 Z (w cultur:l usa cow ut�. at tach . kith 5actiou ,t,*r sacrxlc* from /�ucharitY re"Asite for Ye i�eis ,ere own rr within lMi riAUAl water tap, *Ac?z cult +eY or Prop 7 the firer-+s#ke extraterritorial jurisdiction shall properly �. . _ execu�e and fflc with the ctf for a: Public ter#totil es of prOPerty M K City a standard form C*Atract for aver d#ng �x-.d the Cay limits. 14s� City five-a.ile �ctrat�eitorial �,, bey periodically each individual cus- jurisdictioa is eXttl`dt`i p Shall tot�e- or CAMP-r comin within such ,extended jurisdiction ract As the be bo Jnd er+in�aaiatl�na^ditiYzn fortioo continn dOf �uatertservice. .; provide+i Au thority Sh3-=- zake avalxaalt to City the names and tap loca - Lions o€ all dire:t and i;Udirect Custekaary of AuthorLt£sd ction, axe located within Cit- ; fi>Irfiile extraterritorial 1 dnd who are to executs contracts under Sec tiou S�-Ill, and t:*ose are to execute contracts under Section SS-21Z, � City Code of Qrdinsnce;, all-as_stt. forth herein, yx_ 'h�. ether An new ;tutsii g2,vision or lot in any subdivision, �er1Ske-fas�3ly, a*aitiP i5ncsl for sin lt-faa7y, mobil h �e ie, .541 d.s �°_auwaercisl, industrial, or other uses, not included in tut initial water line construction pro:raa of Authority* , or to verrsrtatrl unit for resale to or in sacn subdivision, 4 Mies*ttt*plat of such subdivision has been approved $sw the gssvetn =':ai entNn ity 118ving platting jurisdiction and the derre_tor of the subd=vision installed the sub- division improvements consistent Kri:h the standards set � overnaental entity. If no gover .mental forth by mid 3 rovaI of such plat by w entity has such jurisdiction, sp}�ission of City must be made prior to City plaming Cow f granting smitten approvalto Authority for sale (if ittreated water tosuch suigisioti or lot. ' `i) any private organization-Or Per3cn nat ineiut:ed is the = i€extia- *aster lire construction prtsgca�s of ?.�sthoritq :aiLhin an are. s.h2ra ra city has glattiug ,{,�==isdicti`�a, or to governmental unit for resale to such Organization' uthLrity sha-- t sell water or allow its customers to resell grater in violation of etas restrictions hereinabove set forth. in she event City K�: 3 : and/or its customers are selling or reselling wa t`-'r determines that luthority in violation of such restrictions City �.1311 notify Authority' 3n �i£ing s " } s}� cifissl?.y earl viola*ic Tcerei o thor#ty shG t? :atie thirty ws'S.tSt�., pe Y d notice in which to remedy or rino ve t�+3� days after service of the a�ore5ai s or Z.S the cause OT causes .'� eact viola.t5.4s St3�ed in the A�CiC6 tG City - - t as deter=-Lned by the Director of Public Utilities ►, City, Its the event south Texas Water Authorit,, Y x ewe said Cause or causes of each violation ,Artl�city :failm to rowo- ar r FM. wItUU said period of thirty days City will add a $10U.00 surcharge to alsatt t±ss t e7ct regular outside City 2f;ait mmtl*lX treated water state xtt Y. fogs *^c% jast4nce of violation. Said aurcharge(:s) will be payable each s+»t til Authority sr+eaedies air raves *ha! cause or causes of each vio- :, A#tjoOrIty agra!ex to binds all of its customers to the stipularions too:4ta in tl%is contract. 21. ants to +grit turaI Users: The aforementioned water sales r�}�stioaaas notwithstacsdiaaEg, Authority shall be pear.tsed co sell vats-- to customxg for sgricultural use heresy defined as weaning cultivating the soil, lsatw iixs czopa�, raeisi:ag 'livestock, ar4 pastura grazing, without obtaining k pri4m Wgitten apprat—tl of City. Said agricultural users shall not be engaged I* -Xat&;a ssles on the premises served by Authority except for retail sales of Voss-process*d products tresm. on said premises. Said agricultural premises shall ,consist of no less tib*u testy (10) acres. { 1.6. List of CustcAters� Authority shall €cztasish e:ity sith a list of all direct customer* andthe location of all taps at the time the initial. crater line aronstxnc-tien is completed and the system put into operation. Upon completion oat initial phase of construction and cat ere went of operation of the system U' Aa: a ► shall from time to time at city reiTuest rake available to city, at all N sonalb-'le office boera, t}-m names and tap locations Of all direct customers- a' Authority sha also sake available to City the names and tap locations of all l3 Cx3fist T'a�� di�Cect .snc1 itdirs-ct, R=>o are Ior teal within vitg's five-mile extraterritorial jur3.sdiction, ,and wbor are to execute cost sets surer Section 55 11I, and Section 55-112, City Code of Ordinances. At such time as the system has been completed and is Vrep<ared to receive tarter fz ^•_ cit•., Authority shall certify in uriti. � ` Ithai 3th:?�e3ty, Willa tr 2S SSitJa2 SIStem, aant ;li , =-i?1 c?iS%O�Ser s die 7fa ry ze vit?a all requirements, farms, and conditions Of this afire em ent. � _ E =E� � t 7 j E i E r a South Tsosas Wa.*er �=thov�t: Y. ht to Sell: Gftf r�tai:ts the right to sell gaiter at poiettselty . axe to custonmrs rat pr+t-eiovsly served by Authority thAt are located within tl a houodxri of Authority After furnishin zrtitteo notice to Authority. Airtctly �¢ees not to sell' vatert� any c,catc er locate vithiu 1►a;t City's bc�wt.'..-tri'" to � Authority is vilAing xn3 s�rlae to provide tzr "XITIce at raeaulaer extabli%he4 and published Authority water rates. ilt� Stara s : rxuirexrnts: Authority shall Construct and --saietain tit each sal` its custcoers to coslstruct and maintain ground or overhead vater storag®e facilities, or a ccmbivation of both, in total capacity equal to er for anj one one atl!'a a�sapplY basr,i on the hit daily us= of each rust�+c fogs fire rears or a reasana4le estiaate of the highest day sturing the isaev rs for the upcoming year, whichever is greatest, use of :i tiyatitjr's custc or tastan rats- controllers to assure an even daily rate of tape. rump intakes • '> it cots t to the eater 1jurs of Authorl.Y ur Ovary's supply slain are l rohibited. lr#cic gr54 ound -storage unit shall h? equipped with pc; ps and filing dtvi+ems as+d operated so that Authority's daily rate of take from the point of t: each t-.renty-four hour period with peak h1cur +le vtrY xi21 be. cn3rA thrc+ughau ` s round and t ,ate over the daily averages being sc:Fp�i2d roes Authority s g C } a*rerrhea�d aster siorage ?fse pua3Fs shall he sizxd to -meet the peak hourly � Authotrii shall require 'its cvsto�ers of treated water to t shads.. �' ��- valves or raze con-rollers to insure an even rate of take p gxaper controllers g of Aut'rs�rit4 and of eaci-1 customer r r fr+aa< AnthoritY's vater line. the water s;spp y l= t34 s J l ^Sept the r� i3ir �%s s'ie State aDepaz 8i1t Of - 'served by Axtthorlty _ x ta2irh for approval of the State department of Health, i` the custa�er is f ' � K f c iy coonzctei to Airz rity's water line. , 19. WaterR;g`nts: It is muEually agr9ed and understood that City shall 1 'µ have complete and exclusive rights to all water impounded by C:tv vs-se FOS' - :.=uX�C.IIg the t'f?a' this contract shall remain ir, fc ce— City �?.:,ci3 8:i3 �}�1�22;L.tC� 2 ,-If, however, to take teie necessary actions within its poser and to make [:.c• necessary applicati-ons to obtain whatever additional water necessary to adequately meet the needs of its exi-ting crntracts:, M vith Authority, and any fut;sre contractual obligations of Cit<•- it r South iakas Water Authority ,.._.._ E- contr rs f z obtaining i n L K= - . regulatory sttg necessary p:•r'<fsx:on frc tFt� :;sf+�n or ;sther � stctlt city over Stacie ratters txM self vAter to Authority and Authority agrees to ., future Cif r ue3ts to the Texas "ter Ct �ss'on o. other regulatory �'r t any t Y " exatissio _ $ atld +t develop that Authority req ziTes a e+�tix�rity for said �+ ` tife City hercurder, City gent to distribute the awarer %cold to Jkuthurity by At- e r szss;ct-. or agrees to support aFPlicatices b 1Sxat f rrLv t C?tr l other rssfulststry a�uthor�_f fur N=hl a Permit' _ covenanted and agreed that if eith!r party to this 20. Ifefault= It is tiOns imposed upon co nsract than fail to perforx any of the covenants or �blig=n At under and by virtue of this Con€tact, then in such 'vent the. other party Its aptio:. terminate this Contract by proceeding as follows: hcrato say at cause a written notice to be served on the party p+�rh tit is default sltaaZ2 I* default stat3:, speci€icatlly t%e esus+e for tar�aainatiu,Z this contract and d3er3n$ it to be the Intention ui tste party giving the notice to tartainate the at twz-.euro,= the pasty in default shall have thirty (30) days after the service of the afaxar,aid notice in which to rerate y or remove the cause or causes period j stated its the notice for teatstinsting the contract thin said, and, if wi 4 of thirty (:10) dogs the party is deiaul: -does so z�seuv or ;eve said cause or causes :end fully �eqL_ t?ze party not in de-fault fee any and all c:wnse uer�ces of aus h breach, `"s st�a notice s'a¢? be �ithdra and this cataract ,haZ' N t its I fault. does nett so Co%tinue in iull force. and effect 3n case he pang r4g a€ remove the cause or Causes or does ;mot indemnify the gang giving the - twtice for -ay and all eattscquznces of such breach within said period of thirty giving the notice, this contract (�) days: tits, at the option of the party $ $ Shall b null and void £rOM and after the expir�tiott o€ said period. Any � cancellatio*s of this r-ntract �.ursu t to the g rttvisions of the Section shall 4 either arty hereto to collect arty amounts he srithc�tat gre�udice tf the rigtfi of exzl party then due it from the other party Pr- t� the time of cancellation and ;yid:' aiver of any remedy to Which the party not j.a 'i$u1t way be etttlt}e;i 52 ��• ry »tyr 3 South Texas Water Authority v olatioa:s of this can* .A� . e: jai by ft �`s oa�rty hereto of any aae or rare crta lxs by t r fh � iora lre €f any pra�tnicress of this Contract ahal s er3ie or he toesstru ! a x��tvre o€ nay future def € t or de.aulta, .r ether of Ali," or of a ;different character. r 21. tfa 'li+ f at r: ut1,oritj and City ilVite:� to t i� following. stipsalatt,ons with regard to the rationing of water: , yh (a) h2l water sates jV;r= nts EJet`.re+sn uthar zT.y m=. , and its cust.oskers shall stipslatz that should there be a s1,orta4e in the basic siPply e€ grater Which. VNI'Alres the restrietiau or curtailing of a±•;r custirr of water within the city iiatits of city that Coincident with such restriction rr limitation within Cityz Autbority will 2i*it and restrict all- of its c,sto*ers, bo:t direct .aad ie�hi re3 t .hr�za gh resale, to tho $ame "tent. Such lvratio to i g by �_ty shall be app Water customers of City. (b) It is understood by the parties hereto that of City and/or District industries outsideuse have a jower water andlarrssidtDist'ct.It K tries ,aside City _ ` -'my and s21 industry users I. agreed that Fuoth iasida and outside of Authority boon b dares whichy ',e directl-v, or indirectly sufglied through the lines and distribution _ systee' of .&Ithority shall be subject to and bo, d by thaaaA provisions regarding pri- rial orities of users of waver as are :cdisa` , "xs o-,ts,de of City and/or -'aid district inch are now or �y beaam rsera of water �� d that all existing Y dIr_ect17 from ..y s ' e_�ssiofter$ of City have fsriori_y x� industrial v'Jtr ::�sting .and £tttcerr� industrial St eYs of Authority. Tus satire subsection ' or e'-..r' 2I�) shall terminate and be of no fust:�er x effect upon tiC retirement of he i force or t of t utsti► i ng debhe District ic+ s- .sYjf tLnce asof the effective date of the afire t° tract: if after four t, Yea'rsfrom to- `�` e 3iht tilt ig�inate ..e.r- -- r ei3v'i d Yr1C11ities for the talking Of date of this contract Authority h� not p- bava the fright to cancel this treated Hater under the ter-as -ei�y a city °a i� ,tact by S yr Ott entice to fife Eu?�url J of suck inter times, City* ,if 3t = X's?l f* k ter x � ,,oath Te ag Water Auth-rity s +e • tee, e b a Lbt f r ( ) ;car per:od for ony of ._ii*na►l F_r,. i or periods, La ttra rate this contrast 01t the end of any such extendr_d �. until ouch ticx 4x 1'kA??:-rity may co*Plet. the first sta r of its facilities Yy , ibozi:g'�t reead fir t to" then t rwu'.d ceast for x ;period of at Issas' •birty (301 dAYA th a in suEh went l�aLharity giving thirty (30) way,, be k xs ena -m+ zfce so City by r*&i•tered wail. '^cry aTi t+'rssfnatti this contract n `,. f3 ssti ty.. If Autb"ItX Should t1rct toIn give and artux3ly gives If , xcauui�t titt+tA the daze saotice, then after tim ecp{r tr of t!�ir£r (30� days ir.xr A` aRaid �c-tica� is ilel to city as abo•sre prwrid;g., ;h s contract and a31 of its X ` � r provisions a€ I brcase aul! and *raid. 13. farce 2 xjsu*se. i` City should be previmted, wholly or in part, from ram` i`ulfi:li�ai5 its .�blUations under thix contract by rzasor of any act of God, gA conservation of �ssat+e►:isl�ebla accident. acts •af ene�ry, strikes, x trees, floods, tk overmental *{ water for thcsat with superior a legal rights to such s.aLer, restraint or regulation, or ot'icr csuses of force uajrure, or by reason of .arrtsrt2atces rea�sox�slslY beyo'd its control, then the obligattions of amity to deliver eater to ikuthlriL;< as ^er >nabra e rrcvide3, shall be t porailly ; w �43 suspmded duri cont:.A"ticsn such force majeure. No d:a€�age shawl be ne r,%.-orerus'e by Authority fym City by reason of the pemptlr3r•,r susp.:asirrs of de3ivsriss of water due to any of the causes a`scvt �ticneci. €f Gity'a ob ati€sn Should be affected by any such causes, Cz=l slssil prm-pt?y notify AuLborlty in siting, giving full particulars of such force jeure as soon ter_ an 3�a8'sib»f aafter th !--current of theCause on causes re2ia3 upon. of Authority should be prevented, wholly or in part, from fulfilling its; obligatiotas under this contract by reason of any act of God, unsvoidabl.e Accident, acts of Q�E^mys strikes, fires, fiCi ds, conservation of water for yy. those With su-perior and legal right-a to such Ater, goVernum—ntal restrain*, i res-aa.Lion, or other causes of force -sajeure, or by reason OF ciic'smytanrca = reasonabiy beyond its control, then the aoligati.ons of the Autho7 itv tO Uake water frsm City, as here nabove provide•i, shall be temporarily suspended durisio continuation of such force majeure. he d^' age shall be by City from A11thority by reason of the temporary cessation c` t`e takin , :aatssr due to any of the causes above mentioned. If Authority's obligati,,n Soutl. Teas ;pater Authority alaould -be arffect*i by 4-41 x�arh .-a<assear, Authority shall Pro"Vtly aol-IFy L'.ity pa Of ssxcn force a,ajeure as Scott as possible isi �itis gietf a� fill p :ft�tx '0M OCCtzrence of the care Ae ar c*uX_ts relied upon. - Aati+ority oeat7 with i ilit Ibis co:ntrAct � be "9i ti'7 ` . � _,.:Z � nod� hi� the �rrttt . priz:a- ct ,a# tb.�e so+rexaxt ut bad-f of City- but if aasig c trait a3hali be birAin'IX 1*011 particac hereto as .cell acs their successors and ati a, rov sd by `5. More aft t' Vt'en this M reewe t Shall have hcc*s aP� Thr parties the parties hereto snail be binding and b,r&-to, the obligations of aE l sxtaraA for ae xveriod of forty (�1C) years commencing, with the date of fret tam:i g f ;A Sad Voter, saujctt to th.2 r_eruinarloe -rOvisiiates herein r art— i of the tet� c f �cl+is contatfhe ed. l.'cpm r*-q st Of tit' j An, , tensasra ` Ot t will bm Che rubject of nrVtjatio* between the parties said extended Bach ter" ac arc agreed upon by the parties at that time, provided a:,tch aft for negotiation i-: c,-4mhnicattA in writing at least two (2) Tears prior to time termirztion of this agreement• w to Facecutea la order to sake thin: contract fully binding, •. i:h the exccut ion F a rch of th+e pxerti+ :ems been duly authorized s.ercesn_o and +svcxa3a lsrdi, and is-Capes ordirrce Ot resole tion of tl:ak respective g R. T urn; v a3Ga party to the P$zty for attaschraex�ts ether ,*rafted rcp:ies furnished by each pa iK+ • fF� "17. i—JIt3irte_d In. this S-�sY bsi ix+..n f...•,-�tS't- ;'i�£�4f'i 4 ..Sr vt#•..'�.�.s i t .YR 4.,4 ]tclksx i all 9f the Y Mies ?hereto that thisby the i<szr��; cvnts�uS in w£it cc '# those AL agr is b-etuman the parties ;hereto and that nothing ( € � < onlr�a by 3efers�.ce sha.�i be ding?�..rr k s�fi requite by law) r-ot incorporates+ herein o~ s � � the parties. a Zh x!il cv ' nop9 the partite hereto have ca u&S? this AnS�:es L3 be sl s 3 e� sited #� several rourlter- , Bch coPi of Which so executed Meal' k, .. r r zl Au-thority South Texas {Pater -I s RY� a. �x i in t, s s r r tt.�re July -morho iz*4 r�gresesYcxt:fvss, Y Off, -� F CWVS f ltL:St'I, TUAS t v Cif )ionmL4 tr UCret, 13l 3. U.= X' m, CITY AM fAa. s a By a '4'aLfrri� � a'r+!J `r t t t L 4 t S`{ Siuth Texas €S at�r AUthori ty - s f 4 SETTLEMENT AG RE EMENT AND MUTUAL RELEASE This agreement is by and among San Patriaio Municipal Water District ("the District") and South Texas Water Authority("the Authority")and City of Corpus Christi("City"). PRE.NHSESIRECITALS This agreement is based on the following premises and understandings between the parties: A. The District and the Authority contracted with the City for over 20 years to purchase treated water from the City(the District also purchased raw water). B. Both the District and the Authority have disputed charges that the City made, and such dispute resulted in the filing by the District and the Authority of Cause No. 08-5366-G in the 319 Judicial District of Nueces County, Texas, San PaIricio k1unfeiPal Water District and South Texas Water Authority a City of Corpus Christi(referred to hereafter as the"Lawsuit"). C. The parties hereto desire to compromise and settle all clanns.and causes of action of any kind whatsoever,real or imaginary,which the parties hereto may have against one another deriving from or related to the matters made the subject of Plaintiffs' Second and Third Amended Petition in the Lawsuit, and the parties hereto intend that the full terms and conditions of this settlement be set forth in this agreement. NOW, THEREFORE, in consideration of the premises set forth above and the agreements herein contained,the parties agree as follows: Price of Treated Water 1, Notwithstanding anything to the contrary contained in the current contracts between the City and the District, and between the City and the Authority, for the supply of 1 E 4 i treated water, the price to be charged for treated water sold by the City to the District, and to the Authority, shall be determined pursuant to the requirements of paragraph 5 (titled "Price of Treated.Wateel of the Treated Water Supply Contract between the City of Corpus Christi and Nueces County Water Control and hnprovement District No. 4, with effective date April 27, 2010, a copy of which paragraph 5 is attached hereto as Exhibit "A." Each year after the City receives its audit,the District and the Authority will conduct a"true-up"for the year to which the audit applies; i.e., the prior year, using the audited costs to detelnine if there was any over- ' recovery or under-recovery of costs during that year. Any over-recovery or under mcovery of costs will be carried over as a credit or debit, as appropriate, to the costs included in the budget that are considered to determine the price for the following year. (There will be a one-year delay in each "time-up."). The "true-up" shall be subject to review and approval by the City staff, which approval shall not be unreasonably withheld. To enable the District and Authority to conduct a"true-up," each year, on or before May 15 of each year, the City will provide to the District and the Authority a copy of the rate model that was used to set rates for the preceding fiscal year, updated to include audited revenues and expenses for the preceding fiscal year, with verification that the information for the three (3) preceding fiscal years shown in that rate model uses audited revenues and expenses. (The rate model consists of an Excel workbook showing the rate calculation, and the audited revenues and expenses for the preceding three (3) fiscal years.) After the City adopts rates for the following fiscal year, the City will furnish a copy of the rate model used to calculate those rates to the District and the Authority. 2 E . N B The City will show on its books the amount held in the operating reserve, the amount held in the Capital Improvements Program reserve and any transfers into or out of those reserve funds. (These reserve funds are identified in Exhibit"A") Payments to the District and the Authority 2. The City will pay the District the amount of $1,983,163.00, which sum is $2,405,70100 less the amounts withheld from previous billings by the District ($737,650.00) plus an agreed-upon charge for interest on sums claimed that were in dispute between the District and the City ($315,111.00 as of May 31, 2013). Such payments shall be made in the following manner; The total sum payable shall be paid by the City to the District on or before thirty (30) days after the Effective Date of this Settlement Agreement. For each day not paid after May 31, 2013, an additional sum of$186.46 (daily interest rate) shall be added to the total payable. 3. The City will pay the Authority the amount of $627,935.00, which sum is $895,677.00 less the amounts withheld from previous billings by the Authority ($367,517.00) plus an agreed upon charge for interest on sums claimed that were in dispute between the Authority and the City ($99,775.00 as of May 31,2013). The total sum payable shall be paid by the City to the Authority on or before thirty(30) days after the Effective Date of this Settlement Agreement. For each day not. paid after May 31, 2013, an additional sum of$59.04 (daily interest rate)shall be added to the total payable. Mutual Releases and Dismissal with Prejudice of Lawsuit 4. As part of the material consideration for this Agreement, THE DISTRICT FULLY AND FINALLY RELEASES, ACQUITS, FOREVER DISCHARGES AND HOLDS HARMLESS THE CITY, its employees, agents, attorneys, representatives, 3 r a R m successors, and assigns of and. from any and all manner of claims, costs, losses, injuries, expenses, damages, liabilities, 'actions and causes of action, of whatever nature, kind or character, known or unknown, accrued or un-accrued, anticipated or unanticipated, direct or indirect, fixed or contingent, at law whether by statute, contract, tart, or in equity, whether now existing or which may hereafter come into existence, whether now or hereafter fully,partially or not disclosed, which the District has had, now has, or may ever have,based upon, arising.from, or in any way relating to the occurrences and claims alleged and described in the Lawsuit, wholly or partially, it being intended to release all claims of any kind which the District might have against the City that are described in:the Lawsuit as amended. 5. As part of-lie material consideration for this Agreement, THE AUTHORITY FULLY AND FINALLY RELEASES, ACQUITS, FOREVER DISCHARGES AND HOLDS HARMLESS THE CITY, its employees, agents, attorneys, representatives, successors, and assigns of and from any and all manner of claims, costs, losses, injuries, expenses, damages, liabilities, actions and causes of action, of whatever nature, kind or character, known or unknown, accrued or un-accrued, anticipated or unanticipated, direct or indirect, fixed or contingent, at law whether by statute, contract, tort, or in equity, whether now existing or which may hereafter come into existence, whether now or hereafter fully,partially or not disclosed,which the Authority has had,now has,or may ever,have,based upon,arising from, or in any way relating to the occurrences and claims alleged and described in the Lawsuit, wholly or partially,it being intended to release all claims of any kind which the Authority might have against the City that are described in the Lawsuit as amended. 4 6. As part of the material consideration for this Agreement THE CITY FULLY AND FINALLY RELEASES, ACQUITS, FOREVER DISCHARGES, AND HOLDS HARMLESS THE AUTHORITY AND THE DISTRICT, AND EACH OF THEM, their respective employees, agents, attorneys, representatives, successors and assigns of and from any and all manner of claims, costs, losses, injuries, expenses, damages, liabilities, actions, and causes of action, of whatever nature, kind or character, known or unknown, accrued or un accrued, anticipated or unanticipated, direct or indirect, fixed or contingent, at law whether by statute, contract, tort, or in equity, whether now existing or which may hereafter come into existence, whether now or hereafter fully,partially or not disclosed, which THE CITY had,now has, or may ever have, based upon, arising fiom, or in any way relating to claims by the City for charges for water sold to either the Authority or the District before the Effective Date of this Settlement Agreement and any other claims that the City now has,or may ever have,based upon, arising from, or in any way relating to the occurrences alleged and described in the Lawsuit, whether asserted or not asserted by the City against either the authority or the District. 7. THE RELEASES SET OUT IN PARAGRAPHS 4, 51 AND 6 ABOVE SHALL NOT EXTEND TO OR INCLUDE THE OBLIGATIONS TO MAKE PAYMENTS AND FULFILL THOSE OTHER COVENANTS WHICH ARE TO OCCUR AFTER THE EFFE CTIVE DATE OF THIS SETTLEM ENT AND THE CLOSING HEREOF, WHICH OBLIGATIONS SHALL SURVIVE THE CLOSING OF THIS AGREEMENT. S Dismissal of S. It is further understood and agreed that the parties shall present to the above described court an Agreed Motion to Dismiss the Lawsuit and an Agreed Order of Dismissal which shall have the effect of dismissing the Lawsuit and all claims therein in all respects and with prejudice to the rights of Plaintiffs or the Defendant-to re-file same or any part thereof as to any party hereto, such Agreed Order of Dismissal to provide that all, costs of suit are to be taxed against the party incurring same. Iltiscellaneous Provisions 9. It is understood and agreed as follows: a. This Settlement Agreement shall be binding upon and inure to the benefit of the parties and their respective heirs, representatives, successors, and assigns. b. This Settlement Agreement contains the entire agreement between the parties and supersedes any and all prior agreements, arrangements, or understandings between the parties relating to the subject matter. No oral understandings, statements, promises, or inducements contrary to the terms of this Settlement Agreement exist. This Settlement Agreement cannot be changed or terminated orally. c. The parties hereto covenant and agree that they will execute such other and further documents and instruments, if any, as are or may become 6 necessary or convenient to effectuate and carry out the provisions of this Settlement Agreement. d. This Settlement Agreement shall be governed by, construed and enforced in accordance with, and subject to, the laws of the State of Texas and performance hereunder shall be in Nueces County,Texas. e. This Settlement Agreement and all other copies of this Settlement Agreement, insofar as they relate to the rights, duties, and remedies of the parties, shall be deemed to be one Settlement Agreement. This Settlement Agreement may be executed concurrently in one or more counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same instrument. Such counterparts may be executed in facsimile. f. To the extent that this Settlement Agreement contains obligations performable after execution hereof, such covenants shall survive the closing. g. Any notice provided for under the terms of this Settlement Agreement by either party to the other shall be in writing and may be effected by personal delivery in writing, registered or certified mail; return receipt requested, or by facsimile to the fax numbers identified below the signatures of the parties hereto. Notice by either party to the other shall be sufficient if made or addressed to the address set forth beneath the parties' signatures hereto. Each party may change the address at which.notice may be sent to that party by giving notice of such change to the other party in accordance with the provisions of this paragraph. 7 10. Each party acknowledges that he or she has carefully read this instument., including all documents or exhibits to which it refers; that this instrument expresses the entire agreement between the parties concerning the subjects it purports to cover; and that each party has executed this instrument freely and of his or her own accord. Effective Date 11. The effective date of this agreement ("Effective Date") and the closing hereof shall be deemed to be the date on which this Settlement Agreement has been executed by all of the parties. Signed as of shown on the acknowledgments executed below. (Signatures and acknowledgments follow) 8 SAN PATRICIO COUNTY MUNICIPAL WATER DISTRICT ATTEST: By_�L�L By Rebecca Krumnow Arian W liams SecretaryfFreasurer District Manager San Patricio Municipal Water District P. Q..Box 940 Ingleside, Texas 78362 Tel: 361-643-6521 Fax: 361-643-9093 ACKNOWLEDGEMENT THE STATE OF TEXAS § COUNTY OF SAN PATRICIO § This instrument was acknowledged before me on the day of Alt, 20135 by Brian Williams, Manager, of the San Patricio Municipal Water D" ict, a political subdivision of the State of Texas, on behalf of said.Di 'ct. —4 J Name: k, �►� KAREN MN IVEY Notary Public, State of Texas ti smote d Text My Commission Expires: �f-I 7c(I� CorrM EXIX as•14,2018 9 a b r SOUTH TEXAS WATER AUTHORITY ATTEST: By By Name: VAt 6 -.Lcw . - Carola G. Serraik Secretary Executive Director South Texas Water Authority P. O.Box 1701 Kingsville,Texas 78364-1701 361-592-9323 Ext 12 Tel 361-692-0337 (C.C. Tel Line) 361.592-5965 Fax 361-692-0338 (C.C.Fax Line) ACKNOWLEDGEMENT TIE STATE OF TEXAS § § COUNTY OF KLEBERG § This instrument was acknowledged before me on the "0,/ day of 2013, by Carola G. Serrato, Executive Director of the South Texas Water Authorit , a political subdivision of the State of Texas, on behalf of said Authority. AWW `6. ame• . S e5 Notary Public, State of Texas FRANCES V.ROSALES My Commission Expires:03'1a-o �4 NOTARY PUBLIC STATE OF TEXAS My Comm.Up.08-19-2014 10 CrrY F ca ATTEST: By. Rona son By: anager Name.. Avmv,-,I. e4cz pu. APPROVED: July Z�,2013 By Carlos Valdez,CityAttorney ACKNOWLEDGEMENT THE STATE OF TEXAS § COUNTY OF NUECES § This instrument was acknowledged before me on the day of -�[i 2013, by Ronald Olson, Manager of the City of Corpus Christi, a political subdivision of the State of Texas, on behalf of said City. ....... Naine: f:-644v+-Ve V4 ve- Y EMER VE1 AZQUEZ Notary Public, State of Texas My commmin Expires July 05,2014 My Commission Expires. -Jx t a 01 q 313an PaIdd0setflctncnt Wmt-2b 718113 �1 5. Noe of Treated Water. . a. The price to be oharged tar treated-water sold by the City to the >)lstdct is the published rate for water service established by City.ordlnanoe, Including the public agency`far resale treated welter volume rates for water delivered through City-owned faoiiltles, The published rate at the origination pf this agreement will be calculated utillzing the format developed by the rate consultant for the City and the rate 00nsuitant used by the District, The rate model is set forth on a disk approved by the Glty Manager for the City and the District Manager for the District, and Is attached hereto as Exhibit "S"and made a part hereof as if cat forth In full.The rate-model is a full cost of servloe rate model and Is the some model used and approved by the parties to this contract for the 2009-2010 fiscal year far•the City. The raw water wet adjustment MCA") will be calculated on an annual basis, and determined by dividing budgeted costs of raw water and required debt service coverage and reserves, Inoluding, but not limited to, reserves for capital equipment repairs and replacement and for aoquis#tlon related to nevv car additional water supplies, by the prmjeated sales of the system. The reserves Included in the RWOA for debt service coverage andlor capital equipment repair and replacement will be subject to the some llmitatlons and provisions as the reserves included wilhin the treated water rate.model, Further, the reserves for the acquisition related to now or additional water supplies will be accounted for by the Clty In a separate and distinct City General Ledger Interest bearing account, and all Interest earnings will Inure solely to the benefit of the reserve account. The RWCA will be adjusted on a yearly basis to account for differences'In volumes used In the prior calculation and the actual volume of water salde for that year, and for difference In budget to actual costs. Chatrges In the raw Water cost adjustment will calculated autometloelly and billed to the District and all other raw water customers In a consistent and uniform manner by the City. City and the District agree that City shall have the right to ahahge Its method of bNiing or the rate model set forth on Exhibit 111311, but only if the new rate model adheres to the general principles underlying the methodology previously agreed to by both parties for calculating Wholasate Water Dates, and In particular the calculation of Wholesale Water Rates shall Incorporate the following principles: • Calculated using the cash basis of revenue requirement determination, • Industry standards,as promulgated by the American WaterWort Asmclation . CAWWA)and cadRd In the AVWVA M 1 manual,WU be used in cal&Mhg tates: No ousts associated with the Clb/s storm waterualKy,wip be Included In the i Wholesale Water bate and recovered from the t]1strlc t,including any funds Waded to meet storm water debt service ooveffige requirements; The City w11 be permitted to establish and maintain an opdragng reserve with a target amount of 26%0,9,,3 months of annual o yearof rate determinaffon; ) pemdn g expense for the fiscal " Ttte City will bs garrotted tc astabllsh and maintain a capital replacement reserve forthe water uIURy equivalent:to 2°%of the currant Capital Irnprownents Program, - F w The City will be permitted to reoover'sufficient funds vOthin the rates to generate dequbtservice average equal to 1.36times the than cent annual debt service renen#; * Waterloss at the Individual service function levels(l.e.�raw,treatment,network, distribution,eta)will be raoagnized In calculatlng sates,and the Dlstrlotwrli not be charged for any water loss attributable to customers tatting service atthe dlstrhtbn level, • Debt service and debt service coverage v+rlll be retognixed and calculated atthe Individual water utility service function levels(I,e,,raW,treatment,network, ; distribution,eta.); • To oaloulate the billing determinant volumes to be used In the calculation of wholesale water traces,the Cltywill use a three-year awmo of wed water consumption per c to, alusted for known and measureable ohangea, applied to the anticipated nwnberofaannectionsforthBflaml year,and, • To Msrmine system 169s for rate calculation purposes,the CltywM use a three- year rolling everage of actual loss on the alVe distribution system to calculate loss from the d)rftllon system. 4.6%,2=Q%,and 1.5%vAll be used fcrdlversion loss,treatment loss,and.netwark logs,mapectively,until such time as the City develops sufficient data to quontify the actual losses experienced at these functional levels. b. The actual methods for computing the untreated raw water cost adjustment is established In a written policy filed with the City Secretary. A copy of the current policy Is attached as Exhibit "C". The Clty`s Director of Water Operations will provide the District's Representative with a copy of any modlftoations to the policy, which will then be attached to this Contract as the new Exhibit"D", c. When the City Intends to change the rate, the Olty shall glve the District notloe of the proposed change, and any Information necessary to Evaluate the proposed rate thirty t' f days-be ore the change fe #o"-take'eieot. the Giafrlt:t shall� glue good faith consideration to the proposed new rate and shall attempt to provide the City with its commants on the proposed change not later than fifteen (16)days before the proposed change Is to take effect. The City shall give good faith consideration to the Disteors comments, and may institute the new rate on the date the change Is scheduled to take _ effect, r u 5. Price of Treated Water. , a. The prIm to be charged .for treated,water sold by the City to the Dletriat .ls the published rate for water service established by City ordinance, including the public agency for resale traated wester volume-rates fbr water delivered through CiVowned fsallitles, The published rate at the orlglnatlon of this agreement will be calculated utllizinq the format developed by the rate consultant for the City and the rate a6neultant used by the District The rate model is set forth on a dish approved by the City Managar for the City and the District Manager for the pistrict, and Is attached hero as EXhlblt V and rrade a part hereof as If eat forth In full. The rate model Is a full cost of service rate model and is the some model used and approved by the parties to this contract for the 2OW200 fiecal year fbr°tlre City. The raw-water ccW adjustment rRWQA")will be calculated on an annual basis,and determined by dividing budgeted oosW of raw water and required deist service coverage and reserves, including, but not limited to, reserves 1br capital equipment repalm and replacement and for acquisition related to new or additional water supplies, by the projected Bolas of the system. The re GM$ Included In the RVVCA for debt .service coverage and/or capital equipment repair and replacement will be subject to the some limitations and provislor)s as the reserves included whhin the treated water rets'.madel. A that, the reserves for the acquisition related.. to now or additional water supplies will be accn unted for by the City In a separate and dlsdnct City General Ledger Interest bearing account, and all, interest saininge will inure solely to the benefit of the reserve account. The RWCA will be adjusted on a yearly basis to account for differences'In volumes used In the prior calculation and the actual volume of water satas for that year, and for difference in budget to actual costs, Changes In the raw water cost adjustment wlil calculated automatically and billed to the Dletrict and all other raw water customers In a consistent and uniform manner by the City. City and the District agree that City shall have the right to change Its method of billing or the rate model set forth out Exhibit 118", but only If the new rate model adheres to the general principles underlying the methodology previously agreed to by both panics for calculating Wholesale Water Retes, and In particular the calculation of Wholesale Water Rates shall Inoorpor'ate the following principles: * Ca1pulated using the c:esh basis of revenue requirement determination; Industry standards,as promulgated by the Amedmn Water Woft - MVWVAJ and aAW in the AWOVA M, Manual,wit be used in�ng totes; No costs associated wl#h the CIVA slam water,uftwl be holuded In the VVhalee810 WaW Robs and recovered from the District;Including any funds needed to meet storm water debt service coverage requirements; The CRY will be permitted to eaWft and maintain an op&dng reserve with a target amount of 26%Q.e,,3 Months)of annual oiler song expense for the fiscal yearofn#e determinaucrX The City Will bs permilted to esta*h and mdnW a capital replacement m*" forthe water uOlty Oqulvalentto 2%of the a vent Capitai lmproveftnts Program; F-A bit"Alx w _ • The City W1 be permitted to recover suf dent funds within the rates to generate debt service ODM'ege equal to I.9Stimeo the then c ufrent annual debt setups Wah rboo Attie Individual sen►loefunWon.levsls .e.,taw, dlstr�tlon,eft)WO be � #featm�t,netarvodc, ? �g in c aioulaflr�Mea,and the 018ftvAN not be OhOrged for anywater loss alttibutable to oustOrnam takkV service a(the dlstrlbtrtlon level; • Debt service acid debt service o�ge vAll be reaognbBd and calc��d atthe Individual watercfyservice functbn levels 0,e,,raw,treatment,netw dr distribution,etc.); ' • To calculate the ling determ1nantw4uries to be used In the calctrl U m of whaiNle water rates,the CKYVA use a thrVB-year&MO of bled minter gansumptiOn peromne0on,sultustad far known and measuteable changes,, applied to thean4ated numberofconneodonsforthefimi year,and, = To determine system lass fiar rate talc ulallon purposes,the CltywM use a three- year rolling average ofactual loss on the We dlstrhuttan syemm to cabala a loss from the diattibullm system, 0.6%,2,00/a,and 1.5%Will be used fbrdlverelm . loss,treatment lase,and.nahvor c ems,respectively,until such Bms as the CKy develops suffidentdata to gttantifythe actual losses experienced at their functlqnal levels. b. The actual methods fqr• computing the untreated. raw water cost adjustment Is established In a written policy filed with the City Secretary. A copy of the current ponoy Is attached as Exhibit "C". The Glty's Dlreator of Water Operations will provide the District's Representative with a copy of any modifications to the policy, which wilt than be attached to this Contract as the new Exhlbk"D". c. When the Cily Intends to change the rate, the'Gity shall give the District notloq of the proposed_change, and any Information necessary to evaluate the proposed rate thirty (3 ) mays sae ore'#hs aharrge Ia Make effect. The 17istrlct shall give. good faith consideration to the proposW new raja and shall attempt to provide the City with Its comments on the proposed change not later than fifteen (16)days before the proposed change Is to take effect. The City shell give good faith consideration to the Dkddot's comments, and may institute the new rate on the date the change is scheduled to take effect; se GO � O� A vAGENDA MEMORANDUM First Reading Ordinance for the City Council Meeting November 18, 2025 'NCORPOP Second Reading Ordinance for the City Council Meeting of December 9, 2025 1852 DATE: November 18, 2025 TO: Peter Zanoni, City Manager FROM: Mike Markle, Chief of Police mikema(u-)-cctexas.com (361) 886-2603 Acceptance and Appropriation of Grant Funds for the Red Cord Initiative Diversion Program for the Corpus Christi Police Department CAPTION: Ordinance authorizing the acceptance of grant funds from the Coastal Bend Wellness Foundation in the amount of $15,000 to fund overtime and fringe benefits for sworn officers for the Corpus Christi Police Department to work with the Red Cord Initiative Diversion Program; and appropriating $15,000 in the Police Grants Fund. SUMMARY: The Coastal Bend Wellness Foundation has received a grant from the State of Texas, Office of the Governor, Public Safety Office, Criminal Justice Division in the amount of$15,000.00 to fund overtime and fringe benefits for the Corpus Christi Police Department to work with the Red Cord Initiative Diversion Program. The City is considered a subgrantee of this grant. BACKGROUND AND FINDINGS: The Red Cord Initiative is a community-based, pretrial prostitution diversion program dedicated to providing practical, emotional, and social support for those involved in sex work. The program includes case management, law enforcement, prosecution, and behavioral health services (including substance abuse treatment) in Nueces County for eligible individuals. The Red Cord Initiative believes in a community-based, comprehensive, and holistic approach with the goals of reducing the harm an individual has caused to themself, as well as the harm that the individual is causing to the surrounding community. The Red Cord Initiative's focus is to improve public safety and public order in the Corpus Christi and Nueces County neighborhoods and to reduce justice system involvement with people who successfully complete the program. For this grant, the Corpus Christi Police Department (CCPD) will work with the Coastal Bend Wellness Foundation to provide overtime enforcement to conduct law enforcement activities to prevent, control, or reduce prostitution crimes. The Coastal Bend Wellness Foundation is a community-based non-profit organization that provides many public services to the Corpus Christi community. Some of the services they provide include mental health, substance abuse, and infectious disease testing. CCPD will work with the Coastal Bend Wellness Foundation to provide overtime enforcement to conduct law enforcement activities to prevent, control, or reduce prostitution crimes during the grant period of January 1, 2026 to December 31, 2026. For this program, the CCPD will provide the following: • Assign personnel specifically trained and specialized in targeting investigations and prosecutions of prostitution crimes. • Coordinate and schedule operations in high-risk areas to target individuals who be eligible for diversion program. • Participate and support performance measures and evaluation plan to meet contractual obligations. • Identify a point of contact to serve on the Red Cord Initiative Multi-Disciplinary Care Team and attend coordinating group planning meetings as appropriate. For this program, CCPD will run two operations supported by approximately 15 to 20 sworn officers for a total grant amount of$15,000.00 for salaries and fringe benefits. The City has received this grant for the past six years. Last year, the City also received $15,000 from this grant. ALTERNATIVES: The alternative of not accepting the funds will cause the program not to be continued. This will result in more prostitution crimes occurring without diversion and enforcement as well as a less likelihood that the grant will be awarded next year. FISCAL IMPACT: The fiscal impact for FY 2026 is accepting and appropriating an amount of $15,000.00 to the Police Grants Fund. Funding Detail: Fund: 1061 Organization/Activity: Police Grants Fund Project # (CIP Only): N/A Account: 510100 Amount: $11,160.00 Fund: 1061 Organization/Activity: Police Grants Fund Project # (CIP Only): N/A Account: 511000 Amount: $2,638.22 Fund: 1061 Organization/Activity: Police Grants Fund Project # (CIP Only): N/A Account: 513000 Amount: $1,201.78 RECOMMENDATION: Staff recommends accepting grant funds from the Coastal Bend Wellness Foundation in the amount of $15,000.00 to fund overtime and fringe benefits for the Corpus Christi Police Department to work with the Red Cord Initiative Diversion Program and appropriating $15,000.00 into the Police Grants Fund, as presented. LIST OF SUPPORTING DOCUMENTS: Grant award document Ordinance authorizing acceptance of grant funds from the Coastal Bend Wellness Foundation, in the amount of $15,000.00 to fund overtime and fringe benefits for the Corpus Christi Police Department to work with the Red Cord Initiative Diversion Program; and appropriating $15,000.00 into the Police Grants Fund. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: SECTION 1. Funding in the amount of $15,000.00 is accepted by the City of Corpus Christi ("City")from the Coastal Bend Wellness Foundation, to pay for overtime and fringe benefits to the Corpus Christi Police Department for work with the Red Cord Initiative Diversion Program. Funding in the amount of $15,000.00 is appropriated into the Police Grants Fund. SECTION 2. The grant amount of$15,000.00 is for overtime and fringe benefits for police officers of the Corpus Christi Police Department with the Red Cord Initiative Diversion. SECTION 3. The City Manager, or designee, may reject or terminate this grant. Furthermore, the City Manager, or designee, is authorized to execute contract amendments pertaining to these grant funds in the following instances: a) for the carry- over of funds, when ascertained and approved by the funding agency through a revised notice of award; b) a no-cost extension; c)when an amendment will provide supplemental grant funds in an amount not to exceed 20% of the original grant amount; d) for reimbursement increases of administration funds for each participant served; e)to comply with applicable State or federal laws and regulations; and f) for matters which do not change the essential purpose of the grant. SECTION 4. The Chief of Police is designated as the City's authorized official to administer this grant. The authorized official is empowered to apply for, accept, reject or terminate the grant and its funding, execute all necessary documents, and administer the grant on behalf of the City as the applicant agency. SECTION 5. In the event of the loss or misuse of these funds, the City of Corpus Christi assures that the funds will be returned to the Coastal Bend Wellness Foundation, in full. Introduced and voted on the day of , 2025. PASSED and APPROVED on the day of , 2025. ATTEST: Paulette Guajardo, Mayor Rebecca Huerta, City Secretary COASTAL BEND / WELLNESS FOUNDATION Coastal Bend Wellness Foundation Fee for Service Agreement—Law Enforcement& Investigative Services Article I: Parties Involved This Fee for Service Agreement (hereto referred to as Agreement) is between Coastal Bend Wellness Foundation and Corpus Christi Police Department for law enforcement and investigative services for Red Cord Initiative Diversion Program.The project period is from January 1, 2026 through December 31, 2026. Organization Name: Coastal Bend Wellness Foundation Contact Name: Alison Johnson, MS, CHES, CHW, LCDC Address: 2882 Holly Road City, State,Zip: Corpus Christi,TX 78415 Fax: 361-883-1993 Email Address: alisonj@cbwellness.org Organization Name: Corpus Christi Police Department Contact Name: Captain Samantha Baldwin Address: 321 John Sartain City, State,Zip: Corpus Christi,TX 78401 Fax: _---- Email Address: samanthab@cctexas.com Article II: Funding The total amount subcontracted to Corpus Christi Police Department for law enforcement and investigative services is 15 000.00. CCPD's work and performance will include the number of criminal cases resulting in arrest and the number of targeted investigations carried out by the unit/division. See Article III:Section I.The agreement is effective as of the last date of signature below ("Effective Date"), by and between Corpus Christi Police Department and Coastal Bend Wellness Foundation. Article III:Scope of Service CCPD agrees to provide the following services as part of this agreement. The mission of the Corpus Christi Police Department (CCPD) is to work as an equal partner with the community to reduce crime, the fear of crime and enhance public safety. CCPD strives to utilize community involvement that links new, innovative crime fighting methods and technology to develop a Community Policing Organization where officers and the public operate together. The mission of the Narcotics/Vice Investigations Division is to investigate and eradicate narcotics and vice related crimes, including illegal drug distribution, prostitution, obscenity/ 1 COASTAL BEND / WELLNESS FOUNDATION pornography violations, gambling, liquor law violations, S.O.B. (sexually oriented business) violations, underage drinking, and tobacco violations. These crimes tear at the fabric of our community, undermine the welfare of our children, and adversely affect the quality of life in Corpus Christi. For those reasons, the officers of the Narcotics/Vice Investigations Division are committed toward the successful prosecution of violators and the eradication of drugs through partnerships within the civilian and law enforcement community. Section (Section I:Targeted Investigations Investigations The targeted criminal justice response goals are to increase public safety and reduce recidivism by responding to specific crimes or criminal elements. Corpus Christi Police Department (CCPD)will target investigations of crimes related to the commercial exploitation of people or individuals who may have experienced human trafficking or who are vulnerable or are at high risk for human trafficking.Street-Level and Web-Based anti- prostitution stings will be conducted by the CCPD Narcotics and Vice Investigations Division (NVID) in designated catchment areas that results in increased victim identification of all forms of trafficking. Dedicated personnel will conduct more advanced investigative methods and criminal intelligence gathering and analysis. Article IV: Fraud, Waste,Abuse CBWF does not tolerate any type of fraud, waste, or misuse of funds received from private, state, or federal grants. CBWF's policy is to promote consistent, legal, and ethical organizational behavior, by assigning responsibilities and providing guidelines to enforce controls. Any violations of law, CBWF policies, or standards of ethical conduct will be investigated, and appropriate actions will be taken. CBWF understands and agrees that misuse of award funds may result in a range of penalties, including suspension of current and future funds, suspension or debarment from federal and state grants, recoupment of monies provided under an award, and civil and/or criminal penalties. Restrictions and certifications regarding non-disclosure agreements and related matters. No organization 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 state or federal department or agency authorized to receive such information. In accepting this award, CBWF: 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 2 COASTAL BEND / ► WELLNESS FOUNDATION notification to private, state, or federal grants, and will resume (or permit resumption of) such obligations only if expressly authorized to do so by that federal agency. If CBWF does or is authorized to make subawards ("subgrants") or procurement contracts, or both: a. It represents that: i. It has determined that no other entity that the CBWF'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 ii. 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 subgrantee, 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 funding source, and will resume (or permit resumption of) such obligations only if expressly authorized to do so by funding source. Whistleblower Protections: Compliance with 41 U.S.C. 4712 (including prohibitions on reprisal; notice to employees). CBWF and CCPD (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. CBWF and CCPD 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. Article V: Compensation &Reimbursements CBWF will reimburse CCPD for all approved, referred, and rendered services in accordance with the approved scope of services. Invoices must be provided for all payments to be made by the 15t"of each month for the previous month's services delivered. Continuation of contractual services and subsequent payments are based on availability of funding. Upon receipt of invoices CBWF will make payments within 30 days. CBWF will be obligated to reimburse CCPD for the expenditure of actual and allowable allocable costs incurred and paid by the CCPD pursuant to this Agreement. Each item of expenditure shall be specifically attributed to the eligible cost category as identified in Budget. The Budget is established as provided and is the approved budget for the planned expenditure of awarded contract, with expenditures identified by approved cost 3 COASTAL BEND WELLNESS FOUNDATION category. CBWF is not obligated to pay unauthorized costs or to reimburse expenses that were incurred by CCPD prior to the commencement or after the termination of this Agreement. Upon execution of this Agreement by both parties, payments to CCPD for any services provided by CCPD to CBWF between November 1, 2023 and the Effective Date shall be calculated pursuant to the terms of this Agreement and are herein ratified. All terms and conditions set out in this Agreement apply to such ratified payments. Article VI: Liability for Taxes CCPD agrees and acknowledges that CCPD shall be entirely responsible for the liability and payment of Contractor's and Contractor's employees' taxes of whatever kind, arising out of the performances in this Agreement. CCPD agrees to comply with all state and federal laws applicable to any such person, including laws regarding wages, taxes, insurance, and workers' compensation. Article VII: Independent Contractor CCPD 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 employee, agent, servant,joint venturer,joint enterpriser or partner of CBWF. CCPD is not a "governmental body" solely by virtue of this Agreement or receipt of grant funds under this Agreement. All persons furnished, used, retained, or hired by or on behalf of CCPD shall be considered to be solely the employees or agents of Contractor. CCPD 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. CBWF agrees to take such steps as may be necessary to ensure that each contractor of CBWF 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 CWBF. Article VIII: Compliance with Civil Rights and Nondiscrimination Requirements CCPD will comply with all State and Federal statutes relating to civil rights and nondiscrimination and ensure, in accordance with federal civil rights laws, that the grantee shall not retaliate against individuals for taking action or participating in action to secure rights protected by these laws. CBWF and any Contractor, 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. CBWF and CCPD must comply with all applicable requirements of 28 C.F.R. Part 38, specifically including any applicable requirements regarding written notice to program beneficiaries and prospective program beneficiaries. Article IX: Confidentiality of Data CBWF and any subrecipient at any tier must comply with all confidentiality requirements of 34 U.S.C. 10231 and 28 C.F.R. Part 22 that are applicable to collection, use, and revelation of data or information.The recipient further agrees, as a condition of award approval, to submit a Privacy Certificate that is in accord with requirements of 28 C.F.R. Part 22 and, in particular, 28 C.F.R. 22.23. 4 COASTAL BEND WELLNESS FOUNDATION Article X:Contract Compliance Contracts for professional services will be monitored and evaluated on an ongoing basis by Coastal Bend Wellness Foundation (CBWF). CBWF will review documentation quarterly and assure all subcontractors comply with all applicable statues, rules, regulations, and guidelines governing the Red Cord Initiative Diversion Program. CBWF will monitor subcontractor's work and performance is completed in a timely and satisfactory manner; sufficient progress is accomplished in relation to the invoices submitted; costs included in the subcontractor's invoices are reasonable, allowable, and properly documented. Other monitoring methods, as authorized and appropriate relevant to assessment the subcontractor's ability to ensure performance goals are achieved. CBWF will hold subcontractors to acceptable standards of professional and ethical conduct. CBWF is responsible for enforcing its standards of conduct,taking appropriate action on any infractions, and in the case of financial conflict of interest, informing grant funders. Contract monitoring documentation will be developed by CBWF specific and maintained onsite as proof that contract compliance and monitoring was conducted. Bill Hoelscher, CEO Authorized Signature—Corpus Christi Police Department Coastal Bend Wellness Foundation Effective Date Effective Date 5 se GO � O� A H AGENDA MEMORANDUM 'NCORPOP Action Item for the City Council Meeting of November 18, 2025 1852 DATE: November 18, 2025 TO: Peter Zanoni, City Manager FROM: Mike Markle, Chief of Police mikema�cctexas.com (361) 886-2603 Accepting and appropriating funds from the State of Texas, Criminal Justice Division for funding available under the FY 2026 Criminal Justice Grant Program for in-car video systems for the Corpus Christi Police Department CAPTION: Ordinance authorizing acceptance of grant funds from the State of Texas, Criminal Justice Division, under the FY 2026 Edward Byrne Memorial Justice Assistance Grant Program in the amount of$31,030.00 for the purchase of five additional Panasonic in-car video systems for the Corpus Christi Police Department; and appropriating $31,030.00 into the Police Grants Fund. SUMMARY: Federal funding is available through the Office of the Governor, Public Safety Office, Criminal Justice Division for the Edward Byrne Memorial Justice Assistance Grant Program for projects that promote public safety, reduce crime, and improve the criminal justice system. BACKGROUND AND FINDINGS: Federal funds are available under the Edward Byrne Memorial Justice Assistance Grant Program (JAG) for projects that promote public safety, reduce crime, and improve the criminal justice system. In-car camera systems have proven to be effective in capturing video that is relevant to successful prosecutions, clearing or substantiating complaints, and documenting events that could create a liable action for or against a municipality or county agency. With these grant funds,the Corpus Christi Police Department(CCPD)will purchase five additional in-car camera systems. The five additional in-car camera systems will expand CCPD's inventory of in-car camera systems needed for marked patrol vehicles. The five additional in-car camera systems will eventually be installed by a licensed Panasonic installer as part of the vehicle upfitting process for five additional patrol vehicles that are expected to be received and begin upfitting in Spring 2025. The five additional patrol vehicles are part of the 76 police vehicles that were approved as part of the FY 2025 Budget. Currently, 51 of the 76 police vehicles that were approved as part of the FY 2025 Budget have already been received from the manufacturer and are currently being upfitted, which includes in- car camera systems. All 51 are expected to be delivered to CCPD and placed into service by the end of calendar year 2025. The remaining 25 police vehicles that were approved as part of the FY 2025 Budget are expected to be delivered by the manufacturer for upfitting by the Spring of 2025. CCPD is currently identifying funding for the full upfitting of these 25 police vehicles. This grant award provides funding for five in-car camera systems for five of these 25 police vehicles. CCPD currently has 185 police vehicles with in-car camera systems installed. Once the 51 patrol vehicles are delivered from the upfitter and placed into service by the end of calendar year 2025, CCPD will have a total of 236 patrol vehicles with in-car camera systems installed. Once the five additional in-car camera systems that are funded by this grant are installed, CCPD will have a total of 241 patrol vehicles with in-car camera systems installed. Finally, once the remainder of the 76 police vehicles that were approved as part of the FY 2025 Budget have been upfitted and placed into service, CCPD will have a total of 261 patrol vehicles with in-car camera systems installed. The project period is from October 1, 2025, through September 30, 2026. The City has received this grant since 1996 when this grant program began. Last year, the City received $39,993.25 from this grant. CCPD used the grant funds to purchase six additional Panasonic in-car camera systems. ALTERNATIVES: The alternative is not to accept the funds and have fewer in-car camera systems to equip police vehicles. However, in-car camera systems have proven to be effective in capturing video that is relevant to successful prosecutions, clearing or substantiating complaints, and documenting events that could create a liable action for or against a municipality or county agency. FINANCIAL IMPACT: The FY 2026 fiscal impact is the acceptance of funding in the amount of $31,030.00 and appropriating $31,030.00 into the Police Grants fund. Funding Detail Fund 1061 Police Grant Fund Organization/Activity: 822915F In Car Video Systems Department: 29 Project # N/A Account: 520090 — Minor Tools & Equipment Amount: $31,030.00 RECOMMENDATION: Staff recommends acceptance and appropriation of the grant funds in the amount of$31,030.00 for the purchase of five additional Panasonic in-car video systems for the Corpus Christi Police Department, as presented. LIST OF SUPPORTING DOCUMENTS: Ordinance Grant award Ordinance authorizing acceptance of grant funds from the State of Texas, Criminal Justice Division, under the FY 2026 Edward Byrne Memorial Justice Assistance Grant Program in the amount of $31,030.00 for the purchase of five additional Panasonic in-car video systems for the Corpus Christi Police Department; and appropriating $31,030.00 into the Police Grants Fund. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: SECTION 1. Funding in the amount of $31 ,030.00 is accepted by the City of Corpus Christi ("City") from the State of Texas, Criminal Justice Division, under the FY 2026 Edward Byrne Memorial Justice Assistance Grant Program. Funding in the amount of $31,030.00 is appropriated into the Police Grants Fund. SECTION 2. The grant amount of $31,030.00 is for the purchase of five additional Panasonic in-car video systems for the Corpus Christi Police Department. SECTION 3. The City Manager, or designee, may reject or terminate this grant. Furthermore, the City Manager, or designee, is authorized to execute contract amendments pertaining to these grant funds in the following instances: a) for the carry- over of funds, when ascertained and approved by the funding agency through a revised notice of award; b) a no-cost extension; c)when an amendment will provide supplemental grant funds in an amount not to exceed 20% of the original grant amount; d) for reimbursement increases of administration funds for each participant served; e)to comply with applicable State or federal laws and regulations; and f) for matters which do not change the essential purpose of the grant. SECTION 4. The Chief of Police is designated as the City's authorized official to administer this grant. The authorized official is empowered to apply for, accept, reject or terminate the grant and its funding, execute all necessary documents, and administer the grant on behalf of the City as the applicant agency. SECTION 5. In the event of the loss or misuse of these State of Texas funds, the City of Corpus Christi assures that the funds will be returned to the State of Texas, Criminal Justice Division, in full. Introduced and voted on the day of , 2025. PASSED and APPROVED on the day of , 2025. ATTEST: Paulette Guajardo, Mayor Rebecca Huerta, City Secretary �A�E AFT C�i'ERN�¢ GOVERNOR GREG ABBOTT Dear Grantee: Congratulations on your award! To activate your agency's grant, the Authorized Official must log on to eGrants at https://eGrants.gov.texas.gov and go to the `My Home' tab. In the `Pending Applications' section,locate the application with a`Current Status'of"Pending AO Acceptance of Award". Click on the grant number and proceed to the `Accept Award'tab. From this tab, click on the `Accept'button. Grants must be accepted within 45 calendar days of the date the award was issued. Be sure to review the Grantee Conditions and Responsibilities Memo for a quick overview of general items every grantee should be aware of. You can also find more detailed information on the eGrants website including helpful resources, links, and tools needed to properly administer Public Safety Office grants. The Guide to Grants, also on the website, contains answers to questions frequently asked by grantees. If you have any questions regarding this award, feel free to contact your grant manager, whose name is referenced in the Statement of Grant Award or you may always contact our office via the eGrants Help Desk at eGrants gov.texas.gov. We look forward�tao working with you to ensure the success of your program. 0,4-�Uh U Aimee Snoddy Executive Director Public Safety Office POST OFFICE BOX 12428 AUSTIN,TEXAS 78711512-463-2000 VOICE)DIAL 7-1-1 FOR RELAY SERVICES E t I _-Statement of Grant Award(SOGA)-- ---- ---- ---.____ ._------- - --._ -- --- ------— The Statement of Grant Award is the official notice of award from the Office of the Governor(OOG). This Grant Agreement and all terms, conditions,provisions and obligations set forth herein shall be binding upon and shall inure to the benefit of the Parties and their respective successors and assigns and all other State of Texas agencies and any other agencies, departments, divisions,governmental entities,public corporations,and other entities which shall be successors to each of the Parties or which shall succeed to or become obligated to perform or become bound by any of the covenants,agreements or obligations hereunder of each of the Parties hereto. The approved project narrative and budget for this award are reflected in eGrants on the `Narrative' and`Budget/Details'tabs. By accepting the Grant Award in eGrants, the Grantee agrees to strictly comply with the requirements and obligations of this Grant Agreement including any and all applicable federal and state statutes,regulations,policies,guidelines and requirements. In instances where conflicting requirements apply to a Grantee, the more restrictive requirement applies. The Grant Agreement includes the Statement of Grant Award; the OOG Grantee Conditions and Responsibilities; the Grant Application in eGrants;and the other identified documents in the Grant Application and Grant Award, including but not limited to: 2 CFR Part 200,Uniform Administrative Requirements, Cost Principles, and Audit Requirements for Federal Awards; Chapter 783 of the Texas Government Code,Title 34,Part 1, Chapter 20, Subchapter E,Division 4 of the Texas Administrative Code, and the Texas Grant Management Standards (TxGMS)developed by the Comptroller of Public Accounts;the state Funding Announcement or Solicitation under which the grant application was made, and for federal funding, the Funding Announcement or Solicitation under which the OOG was awarded funds;and any applicable documents referenced in the documents listed above. For grants awarded from the U.S. Department of Justice, the current applicable version of the Department of Justice Grants Financial Guide and any applicable provisions in Title 28 of the CFR apply. For grants awarded from the Federal Emergency Management Agency(FEMA), all Information Bulletins and Policies published by the FEMA Grants Program Directorate apply. The OOG reserves the right to add additional responsibilities and requirements,with or without advance notice to the Grantee. By clicking on the'Accept'button within the'Accept Award'tab,the Grantee accepts the responsibility for the grant project, agrees and certifies compliance with the requirements outlined in the Grant Agreement,including all provisions incorporated herein,and agrees with the following conditions of grant funding. The grantee's funds will not be released until the grantee has satisfied the requirements of the following Condition(s)of Funding and Other Fund-Specific Requirement(s), if any, cited below: Grant Number: 4394804 Award Amount: $104,300.00 Date Awarded: 10/6/2025 Grantee Cash Match: $34,767.00 Grant Period: 10/01/2025 -09/30/2026 Grantee In Kind Match: $0.00 Liquidation Date: 12/29/2026 Grantee GPI: $0.00 Program Fund: BC-Body-Worn Camera(BWC)Program Total Project Cost: $139,067.00 Grantee Name: Corpus Christi, City of Project Title: Body-Worn Cameras Grant Manager: Alyssa Hernandez Unique Entity Identifier(UEI): XETBTPKCL895 CFDA: N/A Federal Awarding N/A- State Funds Agency: Federal Award Date: N/A-State Funds Federal/State Award ID 2026-BC-ST 0020 Number: Total Federal Award/State Funds $10,000,000.00 Appropriated: Pass Thru Entity Name: Texas Office of the Governor—Criminal Justice Division(CJD) Is the Award R&D: No Federal/State Award Funds are used for the purchase of body cameras and digital storage systems to serve as a tool in a Description: law enforcement comprehensive problem-solving approach to enhance officer interactions with I E the public,build community bust,and gather important evidence for use in the prosecution of crimes. I E (t i i CITY OF CORPUS CHRISTI CERTIFICATION OF FUNDS (City Charter Article IV, Sections 7 & 8) I, the Director of Financial Services of the City of Corpus Christi, Texas (or his/her duly authorized representative), hereby certify to the City Council and other appropriate officers that the money required for the current fiscal year's portion of the contract, agreement, obligation or expenditure described below is in the Treasury to the credit of the Fund specified below, from which it is to be drawn, and has not been appropriated for any other purpose. Future payments are subject to annual appropriation by the City Council. City Council Action Date: November 11, 2025 Legistar Number: 25-1639 Agenda Item: Ordinance authorizing acceptance of grant funds from the State of Texas, Criminal Justice Division, under the FY 2026 Edward Byrne Memorial Justice Assistance Grant Program in the amount of $31,030.00 for the purchase of 5 additional Panasonic in-car video systems for the Corpus Christi Police Department; and appropriating $31,030.00 into the Police Grants Fund. Amount Required: (Amount to be Certified) $ 31,030.00 Fund Name Accounting Unit Account No. Activity No. Amount Police Grant Fund 1061-89-29 520090 822915F $31,030.00 Total $31 , 030.00 X Certification Not Required Director of Financial Services Date: Go�pus Cy,�s o _ .4 V FY26 In -Car Video Systems Grant FY26 In-Car Video Systems Background Information Ordinance authorizing acceptance of grant funds from the State of Texas, Criminal Justice Division, under the FY 2026 Edward Byrne Memorial Justice Assistance Grant Program in the amount of $31,030.00. 2 City of Corpus Christi FY26 In-Car Video Systems Background Information This grant will provide funding for: The purchase of 5 Panasonic in-car video systems for the Corpus Christi Police Department. The 5 additional in-car camera systems will expand CCPD's inventory of in-car camera systems needed for marked patrol vehicles. 3 City of Corpus Christi FY26 In-Car Video Systems Background Information This grant is for a one-year period beginning on October 1, 2025, through September 30, 2026. CCPD has received this grant for over 20 years. Last year, the City received $39,993.25 from this grant program. There is no cash match for this grant. 4 City of Corpus Christi GO�Qus Cy'Pi s� a O _ J �N�bNPORPh� 7852 Questions? CITY OF CORPUS CHRISTI AGENDA MEMORANDUM First Reading Ordinance for the City Council Meeting of November 18,2025 Second Reading Ordinance for the City Council Meeting of December 09, 2025 DATE: November 18, 2025 TO: Peter Zanoni, City Manager FROM: Nicholas J. Winkelmann P.E. Interim Chief Operating Officer NickW(ucorpuschristitx.gov 361-826-1796 Application Filing and Authorization Representative Ordinance For TWDB funding in S.B. 1 General Appropriations Act for Nueces River Groundwater Wells project. CAPTION: Ordinance authorizing the submission of a grant application in the amount of$30,00,000.00 to the Texas Water Development Board's (TWDB) to provide for the costs of Nueces River Ground Water Wells project as identified in Sec. 17.18 (30) of S.B. 1 General Appropriations Act (89th Legislature); authorizing staff and consultants to coordinate the submission of the application and to execute all documents necessary to accept and administer the funds on behalf of the City as the applicant agency; amending the FY2026 Operating Budget. SUMMARY: Ordinance will authorize the execution of all documents necessary to apply for TWDB financial assistance in an amount not to exceed $30,000,000.00 for the Nueces River Ground Water Wells project as identified in Sec. 17.18 (30) of S.B. 1 General Appropriations Act (89th Legislature). The ordinance will also designate and authorize the City Manager, the Interim Chief Operating Officer, Director of Engineering Services, the Director of Finance & Procurement and their designees as the representatives of this grant application and to execute all documents necessary to accept and administer the funds on behalf of the City as the applicant agency. BACKGROUND AND FINDINGS: As part of the 89th Texas State Legislature, the State of Texas enacted Section 17.18 of Senate Bill 1, the General Appropriations Act, which directs the Texas Water Development Board (TWDB) to allocate funding for Special Water Infrastructure, Flood, Wastewater, and Supply Projects. Under this provision, the City of Corpus Christi has been awarded $30,000,000 to support the Nueces River Groundwater Wells project. In order to access the allocated funds, the TWDB requires the City to formally approve the Application Filing and Authorized Representative Ordinance. ALTERNATIVES: The alternative is not to submitting an application and the City will pay 100% of the total project cost. FISCAL IMPACT: The fiscal impact for Corpus Christi Water in FY 2026 is accepting and appropriating an amount of$30,000,000.00 to the Water Grants Fund for the Nueces River Groundwater Wells project. Funding Detail: Fund: 1052 —Water Grants Organization/Activity: 89 — Grants & CIP/ Nueces Groundwater TWDB Dept: 45 - Water Account: various Amount: $30,000,000.00 RECOMMENDATION: Staff recommends the approval of the ordinance. LIST OF SUPPORTING DOCUMENTS: Ordinance Application Affidavit Certificate of Secretary Presentation Application Filing and Authorized Representative Ordinance AN ORDINANCE by the City Council of the City of Co us Christi Texas requesting financial assistance from the Texas Water Development Board;authorizing the filing of an application for assistance;and making certain findings in connection therewith. BE IT ORDAINED BY THE City Council OF THE City of Co us Christi Texas SECTION 1: That an application is hereby approved and authorized to be filed with the Texas Water Development Board seeking financial assistance in an amount not to exceed$30,000,000.00 to provide for the costs of Nueces River Ground Water Wells as identified in Sec. 17.18(30)of S.B. 1 General Appropriations Act(891 Legislature) SECTION 2: That the City Manager,the Interim Chief Operating Officer,Director of Engineering Services,the Director of Finance&Procurement and their designees_be and each is hereby designated the authorized representative of the City of Corpus Christi,Texas for purposes of furnishing such information and executing such documents as may be required in connection with the preparation and filing of such application for financial assistance and the rules of the Texas Water Development Board. SECTION 3: That the following firms and individuals are hereby authorized and directed to aid and assist in the preparation and submission of such application and appear on behalf of and represent the City of Corpus Christi,Texas before any hearing held by the Texas Water Development Board on such application,to wit: Financial Advisor: Victor Quiro a Engineer: Nicholas Winkelmann RE Bond Counsel: N/A SECTION 4. That the City Manager,the Interim Chief Operating Officer,the Director of Engineering Services,the Director of Finance&Procurement,and their designees,are each authorized to execute all documents necessary to accept and administer the funds on behalf of the City as the applicant agency. SECTION 5. That the funds will be appropriated in the 1052 Water Grants Fund. The Fiscal Year 2025- 2026 Operating Budget adopted by Ordinance 033730 is amended to increase revenues and expenditures by $30,000,000.00 for the Nueces River Ground Water Wells projects. Introduced and voted on the day of 12025. PASSED AND APPROVED,this the day of ,20 ATTEST: Paulette Guajardo,Mayor Rebecca Huerta,City Secretary (Seal) TWDB-0201 Rev 2/23 Application Affidavit THE STATE OF TEXAS § COUNTY OF N ueces § APPLICANT City of Corpus Christi,Texas § BEFORE ME,the undersigned,a Notary Public in and for the State of Texas,on this day personally appeared Nicholas J. Winkelmann, P.E. as the Authorized Representative of the City of Corpus Christi, Texas ,who being by me duly sworn,upon oath says that: 1. The decision by the City of Corpus Christi, Texas (authority,city,county, corporation,district)to request financial assistance from the Texas Water Development Board("TWDB")was made in a public meeting held in accordance with the Open Meetings Act(Government Code,§551.001,et seq,) Texas and after providing such notice as required by such Act as is applicable to the City of Corpus Christi, (authority, city,county,corporation,district). 2. The information submitted in the application is true and correct according to my best knowledge and belief. 3. The City of Corpus Christi, Texas(authority,city,county,corporation,district)has no litigation or other proceedings pending or threatened against it that would materially adversely affect its financial condition or ability to issue debt. 4. The City of Corpus Christi, Texas(authority,city,county,corporation,district) has no pending,threatened,or outstanding judgments,orders,fines,penalties,taxes,assessment or other enforcement or compliance issue of any kind or nature by the Environmental Protection Agency,Texas Commission on Environmental Quality,Texas Comptroller,Texas Secretary of State,or any other federal,state or local government, except for the following(if no such outstanding compliance issues,write in"none"): None 5. The City of Corpus Christi, Texas(authority,city,county,corporation,district) warrants compliance with the representations made in the application in the event that the TWDB provides the financial assistance. 6. The City of Corpus Christi, Texas(authority,city,county,corporation,district) is or will become in compliance with all of its material contracts. 7. The City of Corpus Christi, Texas (authority,city,county,corporation,district)will comply with all applicable federal laws,rules, and regulations as well as the laws of this state and the rules and regulations of the TWDB. Official Representative Title: SWORN TO AND SUBSCRIBED BEFORE ME,by on this day of 120 (NOTARY'S SEAL) Notary Public, State of Texas Application Filing and Authorization Representative Ordinance for Texas Water Development Board funding in Senate Bill 1 General Appropriations Act - Nueces River Groundwater Wells Project Nicholas J. Winkelmann, P.E. Interim Chief Operating Officer CITY OF CORPUS CHRISTI November 18, 2025 CORPUS CHRISTI TER Background - � • During the 89th Texas State Legislature, the State of Texas enacted Section 17.18 of Senate Bill 1 - the �� ° General Appropriations Act - directing Texas Water . Development Board (TWDB) to allocate funding form Special Water Infrastructure, Flood, Wastewater, and Supply Projects p '' • Under this provision, the City of Corpus Christi has been awarded $30,000,000.00 to support the Nueces River Groundwater Wells project • To access funds, TWDB requires the City to formally . „ approve the Application Filing and Authorized : Representative Ordinance CITY OF CORPUS CH RI STI CORPUS CHRISTI WATER Summary • Ordinance authorizes the execution of all documents necessary to apply for TWDB financial assistance in an amount not to exceed $30,000,000.00 for the Nueces River �►a -�t - Ground Water Wells project • Ordinance also designates and authorizes the City Manager, the Interim Chief Operating Officer, Director of Engineering Services, the 3.w, Director of Finance & Procurement and their designees as the representatives of this grant application t �s CITY OF CORPUS CHRISTI Staff recommends approval of the resolution. CORPUS CHRISTI WATER CITY OF CORPUS CHRISTI C� CORPUS CHRISTI WATER Application Ordinance - Certificate of Secretary THE STATE OF TEXAS § COUNTY OF Nueces § APPLICANT City of Corpus Christi,Texas § I,the undersigned, Secretary of the City of Corpus Christi, Texas Texas, DO HEREBY CERTIFY as follows: 1. That on the day of 120 ,a regular/special meeting of the was held;the duly constituted members of the being as follows: all of whom were present at the meeting,except the following: Among other business considered at the meeting,the attached ordinance entitled: "A ORDINANCE by the of the City of Corpus Christi,Texas requesting financial participation from the Texas Water Development Board;authorizing the filing of an application for financial participation;and making certain findings in connection therewith." was introduced and submitted to the for passage and adoption. After presentation and consideration of the ordinance,and upon a motion made by and seconded by ,the ordinance was passed and adopted by the by the following vote: voted"For" voted"Against" abstained all as shown in the official minutes of the for this meeting. 2. That the attached ordinance is a true and correct copy of the original on file in the official records of the ;the qualified and acting members of the on the date of this meeting are those persons shown above and,according to the records of my office,advance notice of the time,place,and purpose of meeting was given to each member of the ;and that the meeting,and the deliberations of the public business described above,was open to the public and written notice of the meeting,including the subject of the ordinance described above,was posted and given in advance of the meeting in compliance with the provisions of Chapter 551 of the Texas Government Code. IN WITNESS WHEREOF,I have signed my name and affixed the seal of the this the day of 120 Secretary (SEAL) CITY OF CORPUS CHRISTI AGENDA MEMORANDUM First Reading Ordinance for the City Council Meeting of November 18,2025 Second Reading Ordinance for the City Council Meeting of December 09, 2025 DATE: November 18, 2025 TO: Peter Zanoni, City Manager FROM: Nicholas J. Winkelmann P.E. Interim Chief Operating Officer NickW(ucorpuschristitx.gov 361-826-1796 Application Filing and Authorization Representative Ordinance For TWDB funding in S.B. 1 General Appropriations Act for Mary Rhodes Pipeline Upgrades project. CAPTION: Ordinance authorizing the submission of a grant application in the amount of$16,000,000.00 to the Texas Water Development Board's (TWDB) to provide for the costs of Mary Rhodes Pipeline Upgrades project as identified in Sec. 17.18 (31) of S.B. 1 General Appropriations Act (89th Legislature); authorizing staff and consultants to coordinate the submission of the application and to execute all documents necessary to accept and administer the funds on behalf of the City as the applicant agency; amending the FY2026 Operating Budget. SUMMARY: Ordinance will authorize the execution of all documents necessary to apply for TWDB financial assistance in an amount not to exceed $16,000,000.00 for the Mary Rhodes Pipeline Upgrades project as identified in Sec. 17.18 (31) of S.B. 1 General Appropriations Act (89th Legislature). The ordinance will also designate and authorize the City Manager, the Interim Chief Operating Officer, Director of Engineering Services, the Director of Finance & Procurement and their designees as the representatives of this grant application and to execute all documents necessary to accept and administer the funds on behalf of the City as the applicant agency. BACKGROUND AND FINDINGS: As part of the 89th Texas State Legislature, the State of Texas enacted Section 17.18 of Senate Bill 1, the General Appropriations Act, which directs the Texas Water Development Board (TWDB) to allocate funding for Special Water Infrastructure, Flood, Wastewater, and Supply Projects. Under this provision, the City of Corpus Christi has been awarded $16,000,000.00 to support the Mary Rhodes Pipeline Upgrades project. In order to access the allocated funds, the TWDB requires the City to formally approve the Application Filing and Authorized Representative Ordinance. ALTERNATIVES: The alternative is not to submitting an application and the City will pay 100% of the total project cost. FISCAL IMPACT: The fiscal impact for Corpus Christi Water in FY 2026 is accepting and appropriating an amount of$16,000,000.00 to the Water Grants Fund for the Mary Rhodes Pipeline Upgrade project. Funding Detail: Fund: 1052 Organization/Activity: 89 — Grants & CIP/ Mary Rhodes TWDB Dept: 45 - Water Account: various Amount: $16,000,000.00 RECOMMENDATION: Staff recommends the approval of the ordinance. LIST OF SUPPORTING DOCUMENTS: Ordinance Application Affidavit Certificate of Secretary Presentation Application Filing and Authorized Representative Ordinance An Ordinance by the City Council of the Ci1y of Co us Christi Texas requesting financial assistance from the Texas Water Development Board;authorizing the filing of an application for assistance;and making certain findings in connection therewith. BE IT ORDAINED BY THE City Council OF THE City of Co us Christi Texas SECTION 1: That an application is hereby approved and authorized to be filed with the Texas Water Development Board seeking financial assistance in an amount not to exceed$16,000,000.00 to provide for the costs of Mary Rhodes Pipeline Upgrades as identified in Sec. 17.18(31)of S.B. 1 General Appropriations Act(891 Legislature). SECTION 2: That the City Manager,the Interim Chief Operating Officer,Director of Engineering Services,the Director of Finance&Procurement and their designees_be and each is hereby designated the authorized representative of the City of Corpus Christi,Texas for purposes of furnishing such information and executing such documents as may be required in connection with the preparation and filing of such application for financial assistance and the rules of the Texas Water Development Board. SECTION 3: That the following firms and individuals are hereby authorized and directed to aid and assist in the preparation and submission of such application and appear on behalf of and represent the City of Corpus Christi,Texas before any hearing held by the Texas Water Development Board on such application,to wit: Financial Advisor: Victor Quiro a Engineer: Nicholas Winkelmann RE Bond Counsel: N/A SECTION 4. That the City Manager,the Interim Chief Operating Officer,the Director of Engineering Services,the Director of Finance&Procurement,and their designees are authorized to execute all documents necessary to accept and administer the funds on behalf of the City as the applicant agency. SECTION 5. That the funds will be appropriated in the 1052 Water Grants fund. The Fiscal Year 2025- 2026 Operating Budget adopted by Ordinance 033730 is amended to increase revenues and expenditures by $16,000,000.00 for the Mary Rhodes Pipeline Upgrades projects. Introduced and voted on the day of ,2025. PASSED AND APPROVED,this the day of ,20 ATTEST: Paulette Guajardo,Mayor Rebecca Huerta,City Secretary (Seal) TWDB-0201 Rev 2/23 Application Affidavit THE STATE OF TEXAS § COUNTY OF N ueces § APPLICANT City of Corpus Christi,Texas § BEFORE ME,the undersigned,a Notary Public in and for the State of Texas,on this day personally appeared Nicholas J. Winkelmann, P.E. as the Authorized Representative of the City of Corpus Christi, Texas ,who being by me duly sworn,upon oath says that: 1. The decision by the City of Corpus Christi, Texas (authority,city,county, corporation,district)to request financial assistance from the Texas Water Development Board("TWDB")was made in a public meeting held in accordance with the Open Meetings Act(Government Code,§551.001,et seq,) Texas and after providing such notice as required by such Act as is applicable to the City of Corpus Christi, (authority, city,county,corporation,district). 2. The information submitted in the application is true and correct according to my best knowledge and belief. 3. The City of Corpus Christi, Texas(authority,city,county,corporation,district)has no litigation or other proceedings pending or threatened against it that would materially adversely affect its financial condition or ability to issue debt. 4. The City of Corpus Christi, Texas(authority,city,county,corporation,district) has no pending,threatened,or outstanding judgments,orders,fines,penalties,taxes,assessment or other enforcement or compliance issue of any kind or nature by the Environmental Protection Agency,Texas Commission on Environmental Quality,Texas Comptroller,Texas Secretary of State,or any other federal,state or local government, except for the following(if no such outstanding compliance issues,write in"none"): None 5. The City of Corpus Christi, Texas(authority,city,county,corporation,district) warrants compliance with the representations made in the application in the event that the TWDB provides the financial assistance. 6. The City of Corpus Christi, Texas(authority,city,county,corporation,district) is or will become in compliance with all of its material contracts. 7. The City of Corpus Christi, Texas (authority,city,county,corporation,district)will comply with all applicable federal laws,rules, and regulations as well as the laws of this state and the rules and regulations of the TWDB. Official Representative Title: SWORN TO AND SUBSCRIBED BEFORE ME,by on this day of 120 (NOTARY'S SEAL) Notary Public, State of Texas Application Filing and Authorization Representative Ordinance for Texas Water Development Board funding in Senate Bill 1 General Appropriations Act - Mary Rhodes Pipeline Upgrades Nicholas J. Winkelmann, P.E. Interim Chief Operating Officer, Corpus Christi Water CITY OF CORPUS CHRISTI November 18, 2025 CORPUS CHRISTI WATER Background • During the 89th Texas State Legislature, the State of Texas enacted Section 17.18 of Senate Bill 1 - the General Appropriations Act - directing Texas Water Development Board (TWDB) to allocate funding for Special Water Infrastructure, Flood, Wastewater, and Supply Projects , • Under this provision, the City of Corpus Christi has been awarded $16,000,000.00 to support the Mary Rhodes <- Pipeline Upgrades project. • To access funds, TWDB requires the City to formally approve the Application Filing and Authorized Representative Ordinance ��+\ CITY OF CORPUS CHRISTI CORPUS CHRISTI WATER Summary • Ordinance authorizes the execution of all documents necessary to apply for TWDB financial assistance in an amount not to exceed $16,000,000.00 for the Mary Rhodes Pipeline Upgrades project • Ordinance also designates and authorizes the City Manager, the Interim Chief Operating Officer, Director of Engineering Services, the Director of Finance & Procurement and their designees as the representatives of this : r grant application M s . CITY OF CORPUS CHRISTI Staff recommends approval of the resolution. Al" CORPUS CHRISTI WATER CITY OF CORPUS CHRISTI C� CORPUS CHRISTI WATER Application Ordinance - Certificate of Secretary THE STATE OF TEXAS § COUNTY OF Nueces § APPLICANT City of Corpus Christi,Texas § I,the undersigned, Secretary of the City of Corpus Christi, Texas Texas, DO HEREBY CERTIFY as follows: 1. That on the day of 120 ,a regular/special meeting of the was held;the duly constituted members of the being as follows: all of whom were present at the meeting,except the following: Among other business considered at the meeting,the attached ordinance entitled: "A ORDINANCE by the of the City of Corpus Christi,Texas requesting financial participation from the Texas Water Development Board;authorizing the filing of an application for financial participation;and making certain findings in connection therewith." was introduced and submitted to the for passage and adoption. After presentation and consideration of the ordinance,and upon a motion made by and seconded by ,the ordinance was passed and adopted by the by the following vote: voted"For" voted"Against" abstained all as shown in the official minutes of the for this meeting. 2. That the attached ordinance is a true and correct copy of the original on file in the official records of the ;the qualified and acting members of the on the date of this meeting are those persons shown above and,according to the records of my office,advance notice of the time,place,and purpose of meeting was given to each member of the ;and that the meeting,and the deliberations of the public business described above,was open to the public and written notice of the meeting,including the subject of the ordinance described above,was posted and given in advance of the meeting in compliance with the provisions of Chapter 551 of the Texas Government Code. IN WITNESS WHEREOF,I have signed my name and affixed the seal of the this the day of 120 Secretary (SEAL) -y CITY OF CORPUS C H RI S T I AGENDA MEMORANDUM Action Item for the City Council Meeting of November 18, 2025 DATE: November 18, 2025 TO: Peter Zanoni, City Manager FROM: Ernesto De La Garza,Interim ACM,Director of Public Works emestod2kcorpuschristitx. og_v (361) 826-1677 Ordinance amending Corpus Christi Code to amend state speed limits along Staples Street and Whitecap Boulevard CAPTION: Ordinance amending the Corpus Christi Code to reduce the speed limit on Staples Street between Saratoga Boulevard and 250 feet north of King Trail and reduce the speed limit on Whitecap Boulevard between Park Road 22 and Windward Drive; providing for penalty and publication. SUMMARY: This is an ordinance amending the Corpus Christi Code to reduce the speed limit on Staples Street between Saratoga Boulevard and 250 feet north of King Trail and reduce the speed limit on Whitecap Boulevard between Park Road 22 and Windward Drive. BACKGROUND AND FINDINGS: Texas Transportation Code 545.352. Prima Facie Speed Limits establishes 30 mph as the reasonable speed limit for urban districts. Speeds above or below must be passed in an ordinance. Speed limits can be altered based on an engineering or traffic study. This authority is given in Transportation Code to the Texas Transportation Commission on State roads (Section 545.353) and Municipalities (Section 545.356). The Public Works Department seeks to update City ordinance Sec. 53-254. - Schedule V, increase of state speed limit in certain zones and Sec. 53-255. - Schedule VI, Decrease of state law maximum speed. Updates are required for the following: 1. Staples Street(FM2444) —Saratoga Boulevard to 250' North of King Trail Drive 2. Whitecap Boulevard—Park Road 22 (South Padre Islan Drive)to Windward Drive Staples Street(FM2444) Staples Street (FM2444) from Saratoga Boulevard to the south City limits is a State-maintained roadway. The current ordinance designates Staples Street(FM2444)from 0.383 miles south of the Saratoga Boulevard south right-of-way line to a point approximately 250 feet north of King Trail Drive as 50 mph. The speed zone from 250 feet north of King Trail Drive to the south city limit(previously Gilead Road) is 55 mph. TXDOT performed a study and recommended speeds be reduced to 45mph from 0.383 miles south of the Saratoga Boulevard south right-of- way line to a point approximately 250 feet north of King Trail Drive. The speed from approximately 250 feet north of King Trail to Gilead Road will remain as 55mph. The ordinance (Section 53-254) will also be updated to reflect a speed limit of 65mph from Gilead Road to the updated south City limits at County Road 47. Studies performed evaluated various factors including existing speeds,crashes,roadway alignment, driveways,pedestrians, and bus stops. These studies were reviewed by TxDOT's Traffic Division and received approval from their Transportation Commission. Cities are then requested to pass ordinances for enforcement. TxDOT will install signs upon passage of the ordinance. Whitecap Boulevard The current ordinance designates the speed zone on Whitecap Boulevard, from Park Road 22 to Windward Drive, as 40mph. Public Works received a request to evaluate speeds along this segment. City staff performed an engineering study and recommends the speeds be reduced to 35mph. Various factors including existing speeds, crashes, roadway alignment, driveways, use of golf carts were evaluated. City ordinance update is required to amend the speed which will improve the safety of motorists, including golf carts operators, along the segment. Golf carts are prohibited on roads in excess of 35mph per City ordinance Section 53-109. Updates are needed for enforcement. After the Council approves the ordinance amending the Corpus Christi code, the estimated installation is within a month of City Council approval of the changes. Citizens will be informed and educated via various media and/or message boards along each corridor. Once the new signs are installed and communicated to the public, there will be a grace period of two weeks by CCPD before actual citations are issued to non-compliant drivers. PROCUREMENT DETAIL: None. ALTERNATIVES: The alternative is to not approve the ordinance as proposed. This would create enforcement and traffic safety issues with a lack of an adopted City ordinance. FISCAL IMPACT: None. FUNDING DETAIL: Fund: N/A Organization/Activity:N/A Mission Element: N/A Project#(CIP Only):N/A Account: N/A RECOMMENDATION: Staff recommends approval of the ordinance as presented. LIST OF SUPPORTING DOCUMENTS: Ordinance Presentation Ordinance amending the Corpus Christi Code to reduce the speed limit on Staples Street between Saratoga Boulevard and 250 feet north of King Trail and reduce the speed limit on Whitecap Boulevard between Park Road 22 and Windward Drive; providing for penalty and publication WHEREAS, in accordance with the Texas Transportation Code and City Code of Ordinances, the maximum reasonable and prudent speed upon the streets of the city is 30 miles per hour; WHEREAS, upon the basis of an engineering and traffic investigation, City Council can declare a different speed to be the maximum reasonable and prudent speed; WHEREAS, speed studies determine the 85t" percentile speed, which represents the speed most drivers will be traveling at or below, but the final speed limit may be reduced up to 10 miles per hour based on engineering judgment and other factors considered during the traffic investigation; WHEREAS, the speed study on Whitecap Boulevard, from Park Road 22 to the Windward Drive, determined that the 85t" percentile speed was 39 miles per hour; WHEREAS, based on the engineering and traffic investigation, the final speed limit on Whitecap Boulevard, from Park Road 22 to Windward Drive, should be reduced 4 miles per hour below the 85t" percentile speed to be 35 miles per hour for the accommodation of the roadway alignment, driveways, and the use of golf carts; WHEREAS, trial runs were conducted to determine if the speeds were appropriate on Staples Street, from Saratoga Boulevard to the south city limit, and factors considered were the high volume of traffic, drive-way density, and the approaches to the traffic signals; WHEREAS, based on the trial runs, the final speed limit on Staples Street, from Saratoga Boulevard to approximately 250 feet north of King Trail Drive should be reduced to be 45 miles per hour, from approximately 250 feet north of King Trail Drive to Gilead Road should be reduced to 55 miles per hour, from Gilead Road to the south city limit should be reduced to 65 miles per hour; BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: SECTION 1. All of the Recitals are hereby found to be true and correct legislative and factual findings of the City of Corpus Christi Texas, and they are hereby approved and the Recitals are incorporated for all purposes as if they were fully recited herein. Page 1 of 3 SECTION 2. City Code of Ordinances, Chapter 53 Traffic, Article VIII Schedules, Section 53-254 Schedule V, increase of state speed limit in certain zones is revised as follows: Sec. 53-254. - Schedule V, increase of state speed limit in certain zones It is hereby determined upon the basis of an engineering and traffic investigation that the speed permitted by state law upon the following streets is less than is necessary for safe operation of vehicles thereon by reason of widely spaced intersections, and it is hereby declared that the speed limit shall be as hereinafter set forth on those streets or parts of streets herein designated at the time specified and they shall become effective when signs are erected giving notice thereof: Staples Street.- From the south right-of-way line of Saratoga Boulevard to a point approximately 250 feet north of King Trail Drive-45 mph-At all times From a point approximately 250 feet north of King Trail Drive to Gilead Road-55 mph-At all times From Gilead Road to the south city Iimit(County Road 47)-65 mph-At all times Crnrrr m soi,th right_of_way lino of Saratoga Boiileyapd to a point 0 '2S2'2 Milos i--rv oa 5 rnph At-;; timca Crnm the point 9 4622 Milos soi,th of the Castor a Raideyard se ith Fight_of_wn ay IlirRr(_Q tBa PGiRt fP.P.t AGF ']h of KiRg Tril nFi4e 5Q Mph At W1 S Crnm a pointar pp�nviMat ly 250 fcc AG r+h of King Tr711 Forive tAthp g;A.-th,-^nit- lt C.C. Mph At all times m-rrr� Whitecap Boulevard.- From Windward Drive to Park Road 22(South Padre Island Drive)-35 mph-At all times F=PAM 1410APIWAPPI QP44P A F-eltT c d G61 ti-1 P a d PP- tAtF a _Mrro'e) 49 1 mph At III times SECTION 3. City Code of Ordinances, Chapter 53 Traffic, Article VIII Schedules, Section 53-255 Schedule VI, decrease of state speed limit in certain zones is revised as follows: Page 2 of 3 Sec. 53-255. - Schedule VI, Decrease of state law maximum speed It is hereby determined upon the basis of an engineering and traffic investigation that the speed permitted by state law upon the following streets is greater than is reasonable or safe under the conditions found to exist upon such streets and it is hereby declared that the speed limit shall be as herein set forth on those streets or parts of streets herein designated at the times specified when signs are erected giving notice thereof: Crnm Drive to Dirk Read 22(Sn6ith Padre Island Dpiye) 35 mph_W III tom , SECTION 4. If for any reason any section, paragraph, subdivision, clause, phrase, word or provision of this ordinance shall be held invalid or unconstitutional by final judgement of a court of competent jurisdiction, it shall not affect any other section, paragraph, subdivision, clause, phrase, word or provision of this ordinance, for it is definite intent of this City Council that every section, paragraph, subdivision, clause, phrase, word or provision hereof be given full force and effect for its purpose. SECTION 5. Publication shall be made one time in the official publication of the City of Corpus Christi by publishing the caption stating the purpose of the ordinance. This ordinance will become effective upon such publication. SECTION 6. A violation of this ordinance, or requirements implemented under this ordinance, constitutes an offense punishable as provided in Section 1-6 of the Corpus Christi Code of Ordinances. Introduced and voted on the day of , 2025. PASSED and APPROVED on the day of , 2025. ATTEST: Paulette Guajardo, Mayor Rebecca Huerta, City Secretary Page 3 of 3 �Qus Ch GO Res 4 OMOW 1�s•. J y �asz :JkaA _ Speed Limit Ordinance Amendments City e a Council • - •- BACKGROUND • Texas Transportation Code 545.352. Prima Facie Speed Limits establishes 30mph as the reasonable speed limit for urban districts. • Speeds above or below must be passed in an ordinance. Speed limits can be altered based on an engineering or traffic study. • The Public Works Department seeks to update City ordinance Sec. 53-254. - Schedule V, increase of state speed limit in certain zones and Sec. 53-255. - Schedule VI, Decrease of state law maximum speed. 2 City of Corpus Christi BACKGROUND • Staples Street (FM2444) —Saratoga Boulevard to South City Limits (CR47) • State- Maintained Roadway • Recommendations based on TXDOT Study • Whitecap Boulevard — Park Road 22(SPID) to Windward Drive • Recommendations Based on Public Works Traffic Study 3 City of Corpus Christi STAPLES STREET s °'Pqr r 0 r q o rvN ep ook,� SPEED SPEED LIMIT " LIMIT 50 45 SPEED P P urnrt " SPEED SPEED h 5 5 LIMIT MIT 65 - 55 Existing Ordinance Proposed Ordinance • 50 MPH —Saratoga Blvd to 250' North of King Trail Dr • 45 MPH —Saratoga Blvd to King Tr Saratoga Blvd to 250' • 55 MPH —King Trail Dr to Gilead Rd North of King Trail Dr • 65 MPH —Gilead Rd to CR 47 CITY OF --y CORPUS IN .. CHRISTI _ ..L. ... 7f. WHITECAP BOULEVARD i # * A Existing Ordinance Proposed Ordinance • 40 MPH —South Padre Island Dr(PR22) to 35 MPH —South Padre Island Dr(PR22) to Windward Dr Windward Dr �'� CITY OF -y CORPUS MH&� CHRISTI __ GO�pUS cyR�s V � 7852 Thankyou ! H,�h— —.— --g R—...— H,gh� G.p G—p N.—I (MI.P.M �P— L.gth C C—h L-9th P-m sp� ---- ....... Total Crashes Total has c-s 459 602 -- - - ----- ------ For Project: Whitecap(PR22.Windward) Project Notes: Location/Name: PR22-Eastto Windward Report Generated: 11/25/2024 7:58:36 AM Speed Intervals 1 MPH Time Intervals Instant Traffic Report From 11/16/2024 12:00:00 AM through 11/21/2024 11:59:59 PM 85th Percentile Speed 39 MPH 85th Percentile Vehicles 13495 Max Speed 63 MPH on 11/17/2024 10:23:53 PM Total Vehicles 15877 AADT: 2646 Volumes- weekly counts Time 5 Day 7 Day Average Daily 2312 2646 AM Peak 1100 AM 156 183 PM Peak 4:00 PM 201 228 Speed Speed Limit: 35 85th Percentile Speed: 39 50th Percentile Speed: 35 10 MPH Pace Interval: 30.0 MPH to 40.0 MPH Average Speed: 34.71 Monday Tuesday Wednesday Thursday Friday Saturday Sunday Count over limit 1037 1179 959 1102 N/A 1577 1321 %over limit 47.7 46.3 43.9 47.0 N/A 42.7 45.0 Avg Speeder 38.8 38.6 38.6 38.8 N/A 38.6 38.6 Avg Speed 35.0 34.8 34.7 35.0 N/A 34.4 34.6 Class Counts Number % VEH_SM 100 0.6 VEH_MED 15480 97.5 VEH_LG 297 1.9 [VEH_SM=motorcycle., VEH_MED=sedan, VEH_LG=truck] PR22-East to Windward Summary Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM Day/Time Ending 85th pctl(MPH) 85th pctl cnts Total Cnts Max Speed Avg Speeder %Speeders Avg Speed 11/16/20241:00:00 AM 35.0 33 39 43 37.5 33.3% 33.2 11/16/2024 2:00:00 AM 37.0 20 24 43 37.9 37.5% 34.7 11/16/2024 3:00:00 AM 37.0 14 17 43 35.5 47.1% 34.5 11/16/20244:00:00 AM 36.0 14 17 42 35.0 35.3% 33.7 11/16/2024 5:00:00 AM 36.0 9 11 40 35.0 27.3% 33.2 11/16/2024 6:00:00 AM 40.0 15 18 44 41.0 27.8% 33.6 11/16/2024 7:00:00 AM 39.0 72 85 44 39.3 31.8% 33.9 11/16/2024 8:00:00 AM 39.0 83 98 44 35.1 49.0% 35.0 11/16/2024 9:00:00 AM 39.0 125 147 55 39.2 42.2% 34.4 11/16/202410:00:00 AM 40.0 156 183 52 35.9 45.9% 34.4 11/16/202411:00:00 AM 39.0 182 214 52 35.6 47.7% 34.7 11/16/2024 12:00:00 PM 39.0 219 258 45 35.2 43.4% 34.3 11/16/20241:00:00 PM 40.0 247 291 47 35.7 51.9% 35.0 11/16/20242:00:00 PM 39.0 253 298 53 35.9 47.3% 34.5 11/16/2024 3:00:00 PM 39.0 252 297 46 35.4 44.4% 34.6 11/16/20244:00:00 PM 39.0 243 286 50 35.4 36.7% 34.0 11/16/2024 5:00:00 PM 40.0 273 321 47 39.2 43.6% 34.6 11/16/20246:00:00 PM 39.0 252 297 48 35.4 43.1% 34.6 11/16/20247:00:00 PM 35.0 178 210 49 35.2 35.7% 34.1 11/16/2024 8:00:00 PM 35.0 156 184 44 35.0 35.9% 34.1 11/16/2024 9:00:00 PM 39.0 127 149 52 38.8 43.6% 34.6 11/16/202410:00:00 PM 35.0 94 110 55 35.5 35.2% 33.9 11/16/2024 11:00:00 PM 37.0 69 81 44 37.6 39.5% 34.1 11/17/2024 12:00:00 AM 35.0 48 57 45 35.5 36.8% 33.7 11/17/20241:00:00 AM 41.0 35 41 44 35.7 51.2% 35.4 11/17/20242:00:00 AM 40.0 24 28 50 39.5 53.6% 35.3 11/17/2024 3:00:00 AM 35.0 11 13 42 35.6 35.5% 34.5 11/17/2024 4:00:00 AM 36.0 S 10 38 37.3 30.0% 31.7 11/17/2024 5:00:00 AM 39.0 S 10 41 40.0 30.0% 34.2 11/17/20246:00:00 AM 37.0 14 17 47 35.7 35.3% 33.4 11/17/20247:00:00 AM 39.0 96 113 50 38.8 46.9% 34.7 11/17/2024 8:00:00 AM 39.0 105 124 44 35.4 47.6% 34.9 11/17/2024 9:00:00 AM 35.0 144 170 47 35.0 45.3% 34.4 11/17/202410:00:00 AM 39.0 162 190 45 35.3 44.2% 34.4 11/17/202411:00:00 AM 39.0 189 222 45 35.2 50.0% 34.7 11/17/2024 12:00:00 PM 39.0 184 216 44 35.2 49.5% 34.7 11/17/20241:00:00 PM 39.0 185 218 48 35.6 44.0% 33.9 11/17/20242:00:00 PM 35.0 203 239 47 35.2 43.1% 34.5 11/17/2024 3:00:00 PM 40.0 167 196 46 38.8 45.5% 35.2 11/17/20244:00:00 PM 39.0 204 240 50 39.1 39.2% 34.2 11/17/2024 5:00:00 PM 40.0 207 244 50 39.1 43.0% 34.3 11/17/20246:00:00 PM 39.0 146 172 52 35.5 46.5% 35.0 11/17/20247:00:00 PM 35.0 122 143 52 35.3 39.2% 34.5 11/17/2024 8:00:00 PM 35.0 95 112 44 35.0 42.9% 34.2 11/17/2024 9:00:00 PM 39.0 60 70 44 35.4 41.4% 34.2 11/17/2024 10:00:00 PM 39.0 55 65 42 35.7 40.0% 33.5 11/17/202411:00:00 PM 44.0 49 58 63 42.6 56.9% 35.3 PR22-East to Windward Summary Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/18/202412:00:00 AM 44.0 20 23 50 40.8 52.2% 36.0 11/18/2024 1:00:00 AM 46.0 11 13 48 43.8 61.5% 39.2 11/18/2024 2:00:00 AM 36.0 3 4 38 37.0 50.0% 26.5 11/18/2024 3:00:00 AM 41.0 5 6 44 40.3 50.0% 35.0 11/18/2024 4:00:00 AM 35.0 4 5 35 0.0 0.0% 30.0 11/18/2024 5:00:00 AM 36.0 4 5 36 36.0 40.0% 30.8 11/18/2024 6:00:00 AM 39.0 8 9 47 40.0 44.4% 35.1 11/18/2024 7:00:00 AM 39.0 37 44 44 38.4 45.5% 35.5 11/18/2024 8:00:00 AM 40.0 76 89 46 38.7 47.2% 34.6 11/18/2024 9:00:00 AM 39.0 109 128 52 39.2 39.1% 35.1 11/18/202410:00:00 AM 39.0 111 131 59 38,8 45.8% 35.2 11/18/202411:00:00 AM 40.0 116 136 53 38.9 50.7% 34.8 11/18/202412:00:00 PM 40.0 111 131 44 38.4 58.0% 35.6 11/18/20241:00:00 PM 39.0 122 144 45 38.2 52.1% 34.6 11/18/2024 2:00:00 PM 40.0 125 147 45 38.9 51.7% 35.7 11/18/20243:00:00 PM 39.0 162 190 46 38.8 50.5% 35.1 11/18/2024 4:00:00 PM 39.0 148 174 48 38.7 42.0% 34.8 11/18/2024 5:00:00 PM 40.0 163 192 46 38.7 49.5% 35.3 11/18/2024 6:00:00 PM 40.0 149 175 49 39.4 49.1% 35.5 11/18/2024 7:00:00 PM 39.0 115 135 45 38.4 46.3% 34.8 11/18/2024 8:00:00 PM 39.0 82 96 44 38.6 41.7% 34.5 11/18/2024 9:00:00 PM 39.0 70 82 47 38.5 42.7% 34.6 11/18/202410:00:00 PM 38.0 45 53 43 38.2 47.2% 34.1 11/18/202411:00:00 PM 41.0 33 39 50 39.9 51.3% 36.1 11/19/202412:00:00 AM 38.0 37 44 44 38.2 40.9% 33.5 11/19/20241:00:00 AM 42.0 8 10 44 41.0 50.0% 35.9 11/19/2024 2:00:00 AM 36.0 6 7 40 38.0 28.6% 34.0 11/19/20243:00:00 AM 37.0 12 14 43 38.6 35.7% 32.6 11/19/2024 4:00:00 AM 42.0 3 4 44 41.0 100.0% 41.0 11/19/2024 5:00:00 AM 37.0 6 7 38 37.5 28.6% 31.9 11/19/2024 6:00:00 AM 39.0 9 11 41 38.2 54.5% 35.3 11/19/2024 7:00:00 AM 40.0 56 66 43 38.8 53.0% 35.5 11/19/2024 8:00:00 AM 39.0 92 108 43 38.4 43.5% 34.3 11/19/2024 9:00:00 AM 39.0 131 154 45 38.2 44.8% 34.6 11/19/202410:00:00 AM 40.0 132 155 50 38.6 52.3% 35.0 11/19/202411:00:00 AM 39.0 139 163 44 38.5 42.9% 34.2 11/19/202412:00:00 PM 40.0 167 196 50 39.0 50.0% 35.4 11/19/20241:00:00 PM 39.0 150 176 53 38.7 43.2% 34.5 11/19/2024 2:00:00 PM 39.0 157 185 46 38.3 54.6% 35.6 11/19/20243:00:00 PM 39.0 160 188 45 38.6 46.3% 35.0 11/19/2024 4:00:00 PM 39.0 178 210 49 38.2 44.3% 34.5 11/19/2024 5:00:00 PM 39.0 201 236 45 38.3 47.0% 34.8 11/19/2024 6:00:00 PM 39.0 194 228 45 38.4 55.7% 35.2 11/19/2024 7:00:00 PM 39.0 130 153 46 38.8 34.0% 33.7 11/19/2024 8:00:00 PM 39.0 88 103 47 39.0 43.7% 35.2 11/19/2024 9:00:00 PM 38.0 65 77 44 38.4 32.5% 33.7 11/19/2024 10:00:00 PM 38.0 45 53 55 39.2 34.0% 34.3 11/19/202411:00:00 PM 39.0 26 30 50 38.9 46.7% 34.5 PR22-East to Windward Summary Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/20/2024 12:00:00 AM 39.0 12 14 44 39.2 42.9% 34.4 11/20/20241:00:00 AM 38.0 16 19 43 38.8 42.1% 33.9 11/20/2024 2:00:00 AM 39.0 4 5 42 39.3 60.0% 34.8 11/20/2024 3:00:00 AM 38.0 5 6 49 41.0 50.0% 36.0 11/20/2024 4:00:00 AM 37.0 7 8 40 38.0 37.5% 33.4 11/20/2024 5:00:00 AM 38.0 5 6 43 40.5 33.3% 34.0 11/20/2024 6:00:00 AM 38.0 9 11 42 39.3 36.4% 33.6 11/20/2024 7:00:00 AM 39.0 44 52 44 39.0 36.5% 34.3 11/20/2024 8:00:00 AM 39.0 71 84 45 38.1 44.0% 34.2 11/20/20249:00:00 AM 40.0 94 110 46 39.2 47.3% 35.1 11/20/202410:00:00 AM 39.0 124 146 48 38.7 48.6% 35.0 11/20/202411:00:00 AM 38.0 107 126 46 38.6 36.5% 33.9 11/20/2024 12:00:00 PM 40.0 126 148 47 38.7 50.0% 34.8 11/20/20241:00:00 PM 39.0 147 173 48 39.0 39.9% 34.1 11/20/2024 2:00:00 PM 40.0 119 140 49 38.9 53.6% 35.8 11/20/2024 3:00:00 PM 39.0 118 139 45 38.6 43.9% 35.0 11/20/2024 4:00:00 PM 39.0 147 173 47 38.6 38.7% 34.4 11/20/2024 5:00:00 PM 39.0 162 190 44 38.0 46.3% 34.7 11/20/2024 6:00:00 PM 39.0 166 195 51 38.6 45.6% 34.9 11/20/2024 7:00:00 PM 39.0 121 142 46 38.4 43.0% 35.1 11/20/2024 8:00:00 PM 39.0 96 113 45 38.5 38.1% 34.6 11/20/20249:00:00 PM 38.0 70 82 48 38.4 45.1% 35.0 11/20/202410:00:00 PM 39.0 50 59 48 38.2 44.1% 34.6 11/20/2024 11:00:00 PM 38.0 26 30 44 39.2 30.0% 33.5 11/21/2024 12:00:00 AM 38.0 24 28 44 38.5 42.9% 34.4 11/21/20241:00:00 AM 40.0 14 17 44 39.4 52.9% 36.6 11/21/2024 2:00:00 AM 36.0 6 7 37 36.3 42.9% 33.1 11/21/2024 3:00:00 AM 28.0 3 4 35 0.0 0.0% 29.3 11/21/2024 4:00:00 AM 45.0 2 2 45 45.0 50.0% 39.5 11/21/2024 5:00:00 AM 29.0 2 2 29 0.0 0.0% 27.0 11/21/2024 6:00:00 AM 38.0 11 13 40 39.0 30.8% 33.0 11/21/2024 7:00:00 AM 39.0 49 58 47 39.2 43.1% 34.7 11/21/2024 8:00:00 AM 39.0 80 94 46 38.7 46.8% 34.5 11/21/20249:00:00 AM 40.0 130 153 45 38.7 54.2% 35.7 11/21/202410:00:00 AM 38.0 121 142 47 38.5 37.3% 34.1 11/21/202411:00:00 AM 39.0 133 156 50 38.6 53.8% 35.6 11/21/2024 12:00:00 PM 39.0 129 152 46 38.8 43.4% 34.7 11/21/2024 1:00:00 PM 39.0 146 172 46 38.8 42.4% 34.3 11/21/2024 2:00:00 PM 40.0 151 178 52 39.6 50.6% 35.5 11/21/2024 3:00:00 PM 39.0 143 168 53 38.4 43.5% 34.7 11/21/2024 4:00:00 PM 39.0 160 188 47 38.7 45.7% 35.0 11/21/2024 5:00:00 PM 40.0 160 188 50 39.3 54.3% 35.9 11/21/2024 6:00:00 PM 39.0 161 189 47 38.6 51.3% 35.1 11/21/2024 7:00:00 PM 39.0 123 145 50 38.9 43.4% 35.1 11/21/2024 8:00:00 PM 38.0 91 107 45 38.1 43.0% 34.6 11/21/2024 9:00:00 PM 38.0 61 72 47 38.5 41.7% 34.8 11/21/202410:00:00 PM 39.0 60 70 43 38.4 48.6% 34.8 11/21/202411:00:00 PM 40.0 34 40 43 38.3 60.0% 35.4 PR22-East to Windward Summary Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/22/202412:00:00 AM 40.0 25 29 44 39.2 41.4% 34.3 PR22-East to Windward Summary Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM Day/Time Ending 85th pctl(MPH) 85th pctI cnts Total Cnts Max Speed Avg Speeder %Speeders Avg Speed 11/17/202412:00:00 AM 39.0 3135 3692 55 35.6 42.7% 34.4 11/18/202412:00:00 AM 39.0 2494 2934 63 35.6 45.0% 34.6 11/19/202412:00:00 AM 39.0 1546 2172 59 38.8 47.7% 35.0 11/20/202412:00:00 AM 39.0 2166 2545 55 35.6 46.3% 34.5 11/21/202412:00:00 AM 39.0 1557 2155 51 35.6 43.9% 34.7 11/21/202411:59:59 PM 39.0 1994 2346 53 38.8 47.0% 35.0 PR22-East to Windward Weekly Counts WMtecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/13/2024 to 11/19/2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour 11/13/2024 11/14/2024 11/15/2024 11/16/2024 11/17/2024 11/18/2024 11/19/2024 Day Avg Avg Avg Speed 0-1 * * * 39 41 13 10 11.5 40 44 1-2 * * * 24 28 4 7 5.5 26 36 2-3 * * * 17 13 6 14 10 15 39 3-4 * * * 17 10 5 4 4.5 13.5 38.35 4-5 * * * 11 10 5 7 6 10.5 36.25 5-6 * * * 18 17 9 11 10 17.5 38.75 6-7 * * * 85 113 44 66 55 99 38.85 7-8 * * * 98 124 89 108 98.5 1 I 1 38.8 8-9 * * * 147 170 128 154 141 158.5 38.45 9-10 * * * 183 190 131 155 143 186.5 38.7 to-11 * * * 214 222 136 163 149.5 218 38.95 11-12 * * * 258 216 131. 196 163.5 237 39.25 12-13 * * * 291 218 144 176 160 254.5 38.5 13-14 * * * 298 239 147 185 166 268.5 39.2 14-15 * * * 297 196 190 188 189 246.5 38.85 15-16 * * * 286 240 174 210 192 263 38.35 16-17 * * * 321 244 192 236 214 282.5 38.8 17-18 * * * 297 172 175 228 201.5 234.5 39.35 18-19 * * * 210 143 135 153 144 176.5 38.5 19-20 * * * 184 112 96 103 99.5 148 38.85 20-21 * * * 149 70 82 77 79.5 109.5 38.3 21-22 * * * 110 65 53 53 53 87.5 38 22-23 * * * 81 58 39 30 34.5 69.5 39.65 23-24 * * * 57 23 44 14 29 40 38.35 Totals 0 0 0 3692 2934 2172 2548 %ofTotal 0% 0% 0% 32.54% 25.86% 19.14% 22.46% Page I PR22-East to Windward Weekly Counts WMtecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/20/2024 to 11/26/2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour 11/20/2024 11/21/2024 11/22/2024 11/23/2024 11/24/2024 11/25/2024 11/26/2024 Day Avg Avg Avg Speed 0-1 19 17 * * * * * 18 0 39 1-2 5 7 * * * * * 6 0 37.5 2-3 6 4 * * * * * 5 0 33 3-4 8 2 * * * * * 5 0 41 4-5 6 2 * * * * * 4. 0 33.5 5-6 11 13 * * * * * 12 0 38 6-7 52 58 * * * * * 55 0 38.9 7-8 84 94 * * * * * 89 0 38.55 8-9 110 153 * * * * * 131.5 0 39.8 9-10 146 142 * * * * * 144 0 38.3 10-11 126 156 * * * * * 141 0 38.5 11-12 148 152 * * * * * 150 0 39 12-13 173 172 * * * * * 172.5 0 38.7 13-14 140 178 * * * * * 159 0 39.55 14-15 139 168 * * * * * 153.5 0 38.35 15-16 173 188 * * * * * 180.5 0 38.5 16-17 190 188 * * * * * 189 0 39.15 17-18 195 189 * * * * * 192 0 38.9 18-19 142 145 * * * * * 143.5 0 38.65 19-20 113 107 * * * * * 110 0 38.15 20-21 82 72 * * * * * 77 0 37.85 21-22 59 70 * * * * * 64.5 0 38.5 22-23 30 40 * * * * * 35 0 39 23-24 28 29 * * * * * 28.5 0 38.6 Totals 2185 2346 0 0 0 0 0 %ofTotal 48.22% 51.78% 0% 0% 0% 0% 0% Page 2 PR22-East to Windward Monthly Counts Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM Nov 2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour Day Avg Avg Avg Speed 0-1 19 17 * 39 41 13 10 14.75 40 41.5 1-2 5 7 * 24 28 4 7 5.75 26 36.75 2-3 6 4 * 17 13 6 14 7.5 15 36 3-4 8 2 * 17 10 5 4 4.75 13.5 39.67 4-5 6 2 * 11 10 5 7 5 10.5 34.88 5-6 11 13 * 18 17 9 11 11 17.5 38.38 6-7 52 58 * 85 113 44 66 55 99 38.88 7-8 84 94 * 98 124 89 108 93.75 111 38.67 8-9 110 153 * 147 170 128 154 136.25 158.5 39.12 9-10 146 142 * 183 190 131 155 143.5 186.5 38.5 10-11 126 156 * 214 222 136 163 145.25 218 38.72 11-12 148 152 * 258 216 131 196 156.75 237 39.12 12-13 173 172 * 291 218 144 176 166.25 254.5 38.6 13-14 140 178 * 298 239 147 185 162.5 268.5 39.38 14-15 139 168 * 297 196 190 188 171.25 246.5 38.6 15-16 173 188 * 286 240 174 210 186.25 263 38.42 16-17 190 188 * 321 244 192 236 201.5 282.5 38.97 17-18 195 189 * 297 172 175 228 196.75 234.5 39.12 18-19 142 145 * 210 143 135 153 143.75 176.5 38.58 19-20 113 107 * 184 112 96 103 104.75 148 38.5 20-21 82 72 * 149 70 82 77 78.25 109.5 38.08 21-22 59 70 * 110 65 53 53 58.75 87.5 38.25 22-23 30 40 * 81 58 39 30 34.75 69.5 39.33 23-24 28 29 * 57 23 44 14 28.75 40 38.48 Totals 2185 2346 0 3692 2934 2172 2548 %ofTotal 13.76% 14.78% 0% 23.25% 18.48% 13.68% 16.05% Page 1 PR22-East to Windward Weekly Speeds WMtecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/13/2024 to 11/19/2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour 11/13/2024 11/14/2024 11/15/2024 11/16/2024 11/17/2024 11/18/2024 11/19/2024 Day Avg Avg Avg Speed 0-1 * * * 33.21 35.37 39.15 35.9 37.74 34.31 44 1-2 * * * 34.71 35.32 26.5 34 31.27 35.04 36 2-3 * * * 34.47 34.85 35 32.64 33.35 34.63 39 3-4 * * * 33.71 31.7 30 41 34.89 32.96 38.35 4-5 * * * 33.18 34.2 30.8 31.86 31.42 33.67 36.25 5-6 * * * 33.56 33.41 35.11 35.27 35.2 33.49 38.75 6-7 * * * 33.92 34.73 35.45 35.53 35.5 34.38 38.85 7-8 * * * 34.97 34.92 34.56 34.34 34.44 34.94 38.8 8-9 * * * 34.42 34.36 35.14 34.58 34.84 34.39 38.45 9-10 * * * 34.37 34.41 35.18 34.99 35.07 34.39 38.7 to-11 * * * 34.74 34.7 34.84 34.15 34.46 34.72 38.95 11-12 * * * 34.31 34.72 35.63 35.37 35.47 34.5 39.25 12-13 * * * 35.02 33.94 34.62 34.52 34.57 34.56 38.5 13-14 * * * 34.83 34.46 35.74 35.58 35.65 34.66 39.2 14-15 * * * 34.57 35.16 35.12 35.04 35.08 34.81 38.85 15-16 * * * 33.99 34.19 34.84 34.55 34.68 34.08 38.35 16-17 * * * 34.65 3427 35.29 34.76 35 34.49 38.8 17-18 * * * 34.56 35 35.49 35.24 35.35 34.72 39.35 18-19 * * * 34.09 34.54 34.77 33.67 34.19 34.27 38.5 19-20 * * * 34.13 34.2 34.53 35.24 34.9 34.16 38.85 20-21 * * * 34.56 34.23 34.61 33.74 34.19 34.46 38.3 21-22 * * * 33.9 33.52 34.06 34.3 34.18 33.76 38 22-23 * * * 34.09 38.29 36.08 34.47 35.38 35.84 39.65 23-24 * * * 33.68 36.04 33.45 34.43 33.69 34.36 38.35 Totals 0 0 0 34.4 34.6 35 34.8 %ofTotal 0% 0% 0% 24.78% 24.93% 25.22% 25.07% Page I PR22-East to Windward Weekly Speeds WMtecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/20/2024 to 11/26/2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour 11/20/2024 11/21/2024 11/22/2024 11/23/2024 11/24/2024 11/25/2024 11/26/2024 Day Avg Avg Avg Speed 0-1 33.89 36.65 * * * * * 35.19 * 39 1-2 34.8 33.14 * * * * * 33.83 * 37.5 2-3 36 29.25 * * * * * 33.3 * 33 3-4 33.38 39.5 * * * * * 34.6 * 41 4-5 34 27 * * * * * 32.25 * 33.5 5-6 33.64 33 * * * * * 33.29 * 38 6-7 34.27 34.66 * * * * * 34.47 * 38.9 7-8 34.19 34.49 * * * * * 34.35 * 38.55 8-9 35.13 35.71 * * * * * 35.47 * 39.8 9-10 34.97 34.15 * * * * * 34.56 * 38.3 10-11 33.91 35.62 * * * * * 34.86 * 38.5 11-12 34.8 34.7 * * * * * 34.75 * 39 12-13 34.13 34.34 * * * * * 34.23 * 38.7 13-14 35.78 35.48 * * * * * 35.61 * 39.55 14-15 34.99 34.68 * * * * * 34.82 * 38.35 15-16 34.38 34.96 * * * * * 34.68 * 38.5 16-17 34.73 35.87 * * * * * 35.3 * 39.15 17-18 34.94 35.08 * * * * * 35.01 * 38.9 18-19 35.06 35.08 * * * * * 35.07 * 38.65 19-20 34.59 34.55 * * * * * 34.57 * 38.15 20-21 35 34.75 * * * * * 34.88 * 37.85 21-22 34.64 34.76 * * * * * 34.71 * 38.5 22-23 33.47 35.38 * * * * * 34.56 * 39 23-24 34.39 34.34 * * * * * 34.37 * 38.6 Totals 34.7 35 0 0 0 0 0 %ofTotal 49.78% 50.22% 0% 0% 0% 0% 0% Page 2 PR22-East to Windward Monthly Speeds Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM Nov 2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour Day Avg Avg Avg Speed 0-1 33.89 36.65 * 33.21 35.37 39.15 35.9 36.19 34.31 41.5 1-2 34.8 33.14 * 34.71 35.32 26.5 34 32.61 35.04 36.75 2-3 36 29.25 * 34.47 34.85 35 32.64 33.33 34.63 36 3-4 33.38 39.5 * 33.71 31.7 30 41 34.74 32.96 39.67 4-5 34 27 * 33.18 34.2 30.8 31.86 31.75 33.67 34.88 5-6 33.64 33 * 33.56 33.41 35.11 35.27 34.16 33.49 38.38 6-7 34.27 34.66 * 33.92 34.73 35.45 35.53 34.99 34.38 38.88 7-8 34.19 34.49 * 34.97 34.92 34.56 34.34 34.4 34.94 38.67 8-9 35.13 35.71 * 34.42 34.36 35.14 34.58 35.14 34.39 39.12 9-10 34.97 34.15 * 34.37 34.41 35.18 34.99 34.82 34.39 38.5 10-11 33.91 35.62 * 34.74 34.7 34.84 34.15 34.66 34.72 38.72 11-12 34.8 34.7 * 3431 34.72 35.63 35.37 35.13 34.5 39.12 12-13 34.13 34.34 * 35.02 33.94 34.62 34.52 3439 34.56 38.6 13-14 35.78 35.48 * 34.83 34.46 35.74 35.58 35.63 34.66 39.38 14-15 34.99 34.68 * 34.57 35.16 35.12 35.04 34.96 34.81 38.6 15-16 34.38 34.96 * 33.99 34.19 34.84 34.55 34.68 34.08 38.42 16-17 34.73 35.87 * 34.65 34.27 35.29 34.76 35.14 34.49 38.97 17-18 34.94 35.08 * 34.56 35 35.49 35.24 35.18 34.72 39.12 18-19 35.06 35.08 * 34.09 34.54 34.77 33.67 34.63 34.27 38.58 19-20 34.59 34.55 * 34.13 34.2 34.53 35.24 34.73 34.16 38.5 20-21 35 34.75 * 34.56 34.23 34.61 33.74 34.53 34.46 38.08 21-22 34.64 34.76 * 33.9 33.52 34.06 34.3 34.47 33.76 38.25 22-23 33.47 35.38 * 34.09 38.29 36.08 34.47 34.96 35.84 39.33 23-24 34.39 34.34 * 33.68 36.04 33.45 34.43 34.03 34.36 38.48 Totals 34.7 35 0 34.4 34.6 35 34.8 %of Total 16.64% 16.79% 0% 16.5% 16.59% 16.79% 16.69% Page 1 PR22-East to Windward Weekly EightyFifthSpeeds WMtecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/13/2024 to 11/19/2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour 11/13/2024 11/14/2024 11/15/2024 11/16/2024 11/17/2024 11/18/2024 11/19/2024 Day Avg Avg Avg Speed 0-1 * * * 37.3 40.5 46 42 44 38.9 44 1-2 * * * 37 40 36 36 36 38.5 36 2-3 * * * 37 38 41 37 39 37.5 39 3-4 * * * 36 36 34.7 42 38.35 36 38.35 4-5 * * * 36 39 35.5 37 36.25 37.5 36.25 5-6 * * * 40 37 39 38.5 38.75 38.5 38.75 6-7 * * * 38.7 38.6 38.2 39.5 38.85 38.65 38.85 7-8 * * * 38.2 39 39.3 38.3 38.8 38.6 38.8 8-9 * * * 39 37.9 38.7 38.2 38.45 38.45 38.45 9-10 * * * 39.1 38.3 38.3 39.1 38.7 38.7 38.7 to-11 * * * 39 38.4 39.2 38.7 38.95 38.7 38.95 11-12 * * * 38.2 38.6 39.1 39.4 39.25 38.4 39.25 12-13 * * * 39.3 38.6 38.5 38.5 38.5 38.95 38.5 13-14 * * * 39 37.8 39.6 38.8 39.2 38.4 39.2 14-15 * * * 38.5 39.1 38.9 38.8 38.85 38.8 38.85 15-16 * * * 38.1 38.9 38.5 38.2 38.35 38.5 38.35 16-17 * * * 39.5 39.1 39.1 38.5 38.8 39.3 38.8 17-18 * * * 38.1 38.7 39.7 39 39.35 38.4 39.35 18-19 * * * 37.6 37.9 38.6 38.4 38.5 37.75 38.5 19-20 * * * 37.3 37.9 38.8 38.9 38.85 37.6 38.85 20-21 * * * 38.5 38.5 38.8 37.8 38.3 38.5 38.3 21-22 * * * 37.8 39 38 38 38 38.4 38 22-23 * * * 37 44 40.5 38.8 39.65 40.5 39.65 23-24 * * * 37.8 44 38 38.7 38.35 40.9 38.35 Totals 0 0 0 914 934.8 932 928.1 %ofTotal 0% 0% 0% 24.64% 25.2% 25.13% 25.02% Page I PR22-East to Windward Weekly EightyFifthSpeeds WMtecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/20/2024 to 11/26/2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour 11/20/2024 11/21/2024 11/22/2024 11/23/2024 11/24/2024 11/25/2024 11/26/2024 Day Avg Avg Avg Speed 0-1 38 40 * * * * * 39 0 39 1-2 39 36 * * * * * 37.5 0 37.5 2-3 38 28 * * * * * 33 0 33 3-4 37 45 * * * * * 41 0 41 4-5 38 29 * * * * * 33.5 0 33.5 5-6 38 38 * * * * * 38 0 38 6-7 39 38.8 * * * * * 38.9 0 38.9 7-8 38.1 39 * * * * * 38.55 0 38.55 8-9 39.8 39.8 * * * * * 39.8 0 39.8 9-10 38.7 37.9 * * * * * 38.3 0 38.3 10-11 38 39 * * * * * 38.5 0 38.5 11-12 39.2 38.8 * * * * * 39 0 39 12-13 38.6 38.8 * * * * * 38.7 0 38.7 13-14 39.3 39.8 * * * * * 39.55 0 39.55 14-15 38.6 381 * * * * * 38.35 0 38.35 15-16 38.3 38.7 * * * * * 38.5 0 38.5 16-17 38.3 40 * * * * * 39.15 0 39.15 17-18 39 38.8 * * * * * 38.9 0 38.9 18-19 38.3 39 * * * * * 38.65 0 38.65 19-20 38.4 37.9 * * * * * 38.15 0 38.15 20-21 37.9 37.8 * * * * * 37.85 0 37.85 21-22 38.2 38.8 * * * * * 38.5 0 38.5 22-23 38 40 * * * * * 39 0 39 23-24 37.7 39.5 * * * * * 38.6 0 38.6 Totals 921.4 916.5 0 0 0 0 0 %ofTotal 50.13% 49.87% 0% 0% 0% 0% 0% Page 2 PR22-East to Windward Monthly EightyFifthSpeeds Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM Nov 2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour Day Avg Avg Avg Speed 0-1 38 40 * 37.3 40.5 46 42 41.5 38.9 41.5 1-2 39 36 * 37 40 36 36 36.75 38.5 36.75 2-3 38 28 * 37 38 41 37 36 37.5 36 3-4 37 45 * 36 36 34.7 42 39.67 36 39.67 4-5 38 29 * 36 39 35.5 37 34.88 37.5 34.88 5-6 38 38 * 40 37 39 38.5 38.38 38.5 38.38 6-7 39 38.8 * 38.7 38.6 38.2 39.5 38.88 38.65 38.88 7-8 38.1 39 * 38.2 39 39.3 38.3 38.67 38.6 38.67 8-9 39.8 39.8 * 39 37.9 38.7 38.2 39.12 38.45 39.12 9-10 38.7 37.9 * 39.1 38.3 38.3 39.1 38.5 38.7 38.5 10-11 38 39 * 39 38.4 39.2 38.7 38.72 38.7 38.72 11-12 39.2 38.8 * 38.2 38.6 39.1 39.4 39.12 38.4 39.12 12-13 38.6 38.8 * 39.3 38.6 38.5 38.5 38.6 38.95 38.6 13-14 39.3 39.8 * 39 37.8 39.6 38.8 39.38 38.4 39.38 14-15 38.6 38.1 * 38.5 39.1 38.9 38.8 38.6 38.8 38.6 15-16 38.3 38.7 * 38.1 38.9 38.5 38.2 38.42 38.5 38.42 16-17 38.3 40 * 39.5 39.1 39.1 38.5 38.97 39.3 38.97 17-18 39 38.8 * 38.1 38.7 39.7 39 39.12 38.4 39.12 18-19 38.3 39 * 37.6 37.9 38.6 38.4 38.58 37.75 38.58 19-20 38.4 37.9 * 37.3 37.9 38.8 38.9 38.5 37.6 38.5 20-21 37.9 37.8 * 38.5 38.5 38.8 37.8 38.08 38.5 38.08 21-22 38.2 38.8 * 37.8 39 38 38 38.25 38.4 38.25 22-23 38 40 * 37 44 40.5 38.8 39.33 40.5 39.33 23-24 37.7 39.5 * 37.8 44 38 38.7 38.48 40.9 38.48 Page 1 Summary of Violators Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM Starting Hour Count Average Speed of all Traffic Violator Counts Average Speed of Violators 00:00:00 139 35.1 64 39.5 01:00:00 75 34.3 34 38.7 02:00:00 60 34.0 24 39.1 03:00:00 46 33.7 17 39.0 04:00:00 41 32.7 12 38.5 05:00:00 79 33.9 29 39.3 06:00:00 418 34.7 179 38.9 07:00:00 597 34.6 277 38.4 08:00:00 862 34.9 393 38.7 09:00:00 947 34.6 433 38.6 10:00:00 1017 34.7 482 38.5 11:00:00 1101 34.9 533 38.5 12:00:00 1174 34.5 540 38.7 13:00:00 1187 35.2 586 38.8 14:00:00 1178 34.9 544 38.6 15:00:00 1271 34.4 518 38.6 16:00:00 1371 34.9 641 38.8 17:00:00 1256 35.0 607 38.6 18:00:00 928 34.5 369 38.5 19:00:00 715 34.5 288 38.3 20:00:00 532 34.5 221 38.5 21:00:00 410 34.2 171 38.5 22:00:00 278 35.4 132 39.6 23:00:00 195 34.2 81 38.9 ................. ..................... L 7 i::: :i Z z� z :i :i i P 2-Ea5[bo Wmdward:Average ft.dy Wf—For Week of 1111312024 25g Average Counts By Hour(11113Q024)-0-Average Counts By Hou,(11111Q024) WFdeap{PP22.Windward} Average weekly Valumes og � i' O 1sg 0 � 0 O x inn 0 O O g 0 O 0 - o � 0 0 1 2 3 d 5 0 T 8 9 10 11 12 13 14 15 16 17 18 19 26 21 22 23 25 Hour PR22-East.to W iad—d:Awrage Hourly WEEKDAY Speeds tar Week of 11/13f2B24 Average Hourly WEEKDAY Speedo By Hour(11f1=4)t Average HoudyWEEKDAY Speeds By Hour(i V132024) 4S WM1aecap(Pp.22.Windward} Avenge Weekly Speeds 4n O O All O Y O O 73 2S S d E 23 15 1g s 0 0 I 2 3 4 5 a 7 8 9 10 11 12 B3 14 15 16 17 18 19 20 21 22 28 24 Hour PR22-East to Wiad—d:Daily Vnl—far Week of 11l13f2024 i DEG Daiy Vehicle Courts p Daily Vehicle Cou Ms Whdecap{PR22.Wnd—d) Daily WI..s ssDo 3,66D 2,500 u 2,DOD 1,5D6 1,DDD SDD D Wednesday Th—day Fdday 50,11,1 S-ft Mandsy Tuesday ❑ay For Project: Whitecap(PR22.Windward) Project Notes: Location/Name: Whitecap(West-Windward to PR22) Report Generated: 11/25/2024 7:58:35 AM Speed Intervals 1 MPH Time Intervals Instant Traffic Report From 11/16/2024 12:00:00 AM through 11/21/2024 11:59:59 PM 85th Percentile Speed 36 MPH 85th Percentile Vehicles 12447 Max Speed 65 MPH on 11/21/2024 4:56:05 PM Total Vehicles 14644 AADT: 2440 Volumes- weekly counts Time 5 Day 7 Day Average Daily 2192 2440 AM Peak 10:00 AM 159 176 PM Peak 5:00 PM 187 211 Speed Speed Limit: 35 85th Percentile Speed: 36 50th Percentile Speed: 32 10 MPH Pace Interval: 27.0 MPH to 37.0 MPH Average Speed: 31.43 Monday Tuesday Wednesday Thursday Friday Saturday Sunday Count over limit 354 371 338 401 N/A 376 389 %over limit 17.0 15.5 16.0 18.3 N/A 12.2 13.9 Avg Speeder 37.9 37.8 37.8 37.7 N/A 37.8 38.0 Avg Speed 31.8 31.5 31.6 31.8 N/A 30.9 31.2 Class Counts Number % VEH_SM 0 0 VEH_MED 14223 97.1 VEH_LG 421 2.9 [VEH_SM=motorcycle, VEH_MED=sedan, VEH_LG=truck] Whitecap(West-Windward to PR22)Summary Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM Day/Time Ending 85th pctl(MPH) 85th pctl cnts Total Cnts Max Speed Avg Speeder %Speeders Avg Speed 11/16/2024 1:00:00 AM 35.0 39 46 38 37.2 13.0% 30.2 11/16/2024 2:00:00 AM 34.0 20 23 48 42.0 8.7% 30.9 11/16/2024 3:00:00 AM 34.0 10 12 37 37.0 8.3% 32.3 11/16/2024 4:00:00 AM 33.0 10 12 37 37.0 8.3% 30.7 11/16/2024 5:00:00 AM 32.0 11 13 38 38.0 7.7% 29.2 11/16/2024 6:00:00 AM 34.0 16 19 38 37.5 10.5% 32.2 11/16/2024 7:00:00 AM 36.0 48 56 48 38.7 19.6% 31.5 11/16/2024 8:00:00 AM 35.0 79 93 43 38.2 10.8% 31.4 11/16/2024 9:00:00 AM 35.0 124 146 42 37.3 13.0% 30.9 11/16/202410:00:00 AM 35.0 154 181 43 37,8 10.5% 31.8 11/16/202411:00:00 AM 35.0 140 165 44 37.8 14.5% 31.1 11/16/2024 12:00:00 PM 36.0 171 201 42 37.2 20.4% 31.9 11/16/2024 1:00:00 PM 36.0 171 201 46 38.5 15.4% 31.8 11/16/2024 2:00:00 PM 35.0 196 231 42 37.4 12.1% 31.4 11/16/2024 3:00:00 PM 35.0 191 225 49 38.6 12.9% 30.9 11/16/2024 4:00:00 PM 35.0 202 238 42 37.4 14.3% 31.4 11/16/2024 5:00:00 PM 35.0 205 241 45 38.1 14.9% 31.6 11/16/2024 6:00:00 PM 34.0 260 306 43 37.5 7.2% 29.8 11/16/2024 7:00:00 PM 33.0 189 222 46 38.7 5.4% 29.7 11/16/2024 8:00:00 PM 34.0 137 161 46 37.4 9.9% 29.5 11/16/2024 9:00:00 PM 34.0 85 100 38 37.0 7.0% 30.4 11/16/202410:00:00 PM 35.0 67 79 42 38.0 12.7% 30.6 11/16/202411:00:00 PM 35.0 56 66 39 37.1 15.2% 30.8 11/17/202412:00:00 AM 33.0 37 44 47 40.3 9.1% 30.3 11/17/2024 1:00:00 AM 36.0 41 48 41 37.4 18.8% 31.0 11/17/2024 2:00:00 AM 36.0 21 25 41 38.4 20.0% 30.3 11/17/2024 3:00:00 AM 33.0 14 16 39 37.5 12.5% 29.7 11/17/2024 4:00:00 AM 37.0 6 7 42 38.0 57.1% 33.4 11/17/2024 5:00:00 AM 29.0 4 5 36 36.0 20.0% 28.8 11/17/2024 6:00:00 AM 35.0 15 18 37 37.0 5.6% 31.7 11/17/2024 7:00:00 AM 35.0 33 39 39 38.3 10.3% 31.3 11/17/2024 8:00:00 AM 36.0 109 128 44 37.9 15.6% 32.1 11/17/2024 9:00:00 AM 35.0 149 175 39 37.6 10.9% 31.3 11/17/202410:00:00 AM 35.0 193 227 43 37.9 15.0% 31.4 11/17/202411:00:00 AM 35.0 218 257 44 38.0 12.8% 31.6 11/17/202412:00:00 PM 35.0 212 250 43 37.5 13.2% 31.2 11/17/2024 1:00:00 PM 36.0 173 204 43 37.4 17.6% 32.1 11/17/2024 2:00:00 PM 37.0 141 166 45 38.2 24.0% 32.3 11/17/2024 3:00:00 PM 36.0 178 209 46 38.3 18.7% 31.8 11/17/2024 4:00:00 PM 36.0 156 183 52 38.6 15.8% 31.3 11/17/2024 5:00:00 PM 35.0 187 220 45 38.1 12.3% 31.2 11/17/2024 6:00:00 PM 34.0 183 215 46 37.6 7.4% 29.5 11/17/2024 7:00:00 PM 34.0 114 134 46 38.1 9.0% 30.0 11/17/2024 8:00:00 PM 34.0 73 86 41 38.0 8.1% 30.4 11/17/2024 9:00:00 PM 34.0 44 52 49 40.7 5.8% 29.6 11/17/2024 10:00:00 PM 33.0 44 52 38 37.5 7.7% 29.7 11/17/2024 11:00:00 PM 35.0 35 41 45 38.8 9.8% 30.5 Whitecap(West-Windward to PR22)Summary Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/18/202412:00:00 AM 36.0 31 37 41 35.1 15.9% 31.9 11/18/20241:00:00 AM 37.0 14 16 41 35.3 18.8% 31.9 11/18/2024 2:00:00 AM 37.0 10 12 40 35.0 25.0% 31.3 11/18/2024 3:00:00 AM 33.0 S 9 35 0.0 0.0% 25.9 11/18/2024 4:00:00 AM 34.0 3 4 42 42.0 25.0% 33.5 11/18/2024 5:00:00 AM 32.0 14 16 35 0.0 0.0% 29.2 11/18/2024 6:00:00 AM 36.0 19 22 44 35.0 22.7% 34.0 11/18/2024 7:00:00 AM 37.0 42 49 42 37.5 24.5% 32.7 11/18/2024 8:00:00 AM 36.0 107 126 41 37.1 19.8% 32.1 11/18/2024 9:00:00 AM 36.0 116 136 49 35.5 19.9% 32.2 11/18/2024 10:00:00 AM 35.0 131 154 42 37.9 14.9% 31.5 11/18/2024 11:00:00 AM 36.0 155 182 52 37.5 24.2% 32.0 11/18/2024 12:00:00 PM 35.0 111 131 44 35.1 13.0% 32.0 11/18/2024 1:00:00 PM 35.0 133 157 40 37.5 10.8% 31.4 11/18/2024 2:00:00 PM 36.0 105 124 45 35.4 22.6% 32.5 11/18/2024 3:00:00 PM 36.0 125 147 46 37.5 19.0% 32.2 11/18/2024 4:00:00 PM 36.0 122 144 41 37.6 17.4% 31.7 11/18/2024 5:00:00 PM 36.0 133 156 50 35.2 22.4% 32.5 11/18/2024 6:00:00 PM 35.0 133 157 41 37.5 12.7% 31.5 11/18/2024 7:00:00 PM 35.0 103 121 41 37.4 11.6% 30.9 11/18/2024 8:00:00 PM 35.0 71 83 40 37.3 10.8% 31.5 11/18/2024 9:00:00 PM 35.0 40 47 45 40.0 10.6% 30.9 11/18/2024 10:00:00 PM 34.0 28 33 39 37.0 9.1% 30.4 11/18/2024 11:00:00 PM 36.0 30 35 40 37.7 20.0% 31.3 11/19/202412:00:00 AM 34.0 14 17 41 35.7 17.6% 30.1 11/19/20241:00:00 AM 35.0 13 15 36 36.0 13.3% 29.9 11/19/2024 2:00:00 AM 33.0 10 12 41 41.0 8.3% 31.6 11/19/2024 3:00:00 AM 33.0 10 12 35 0.0 0.0% 25.2 11/19/2024 4:00:00 AM 41.0 6 7 44 39.7 55.7% 37.7 11/19/2024 5:00:00 AM 34.0 11 13 35 0.0 0.0% 30.5 11/19/2024 6:00:00 AM 37.0 24 28 44 35.4 25.0% 31.6 11/19/2024 7:00:00 AM 36.0 56 66 40 36.9 28.8% 32.5 11/19/2024 8:00:00 AM 36.0 128 150 42 37.9 15.7% 32.6 11/19/2024 9:00:00 AM 36.0 141 166 40 37.0 17.5% 31.9 11/19/2024 10:00:00 AM 36.0 135 159 41 37.4 15.6% 31.6 11/19/2024 11:00:00 AM 34.0 131 154 42 37.9 9.7% 31.0 11/19/202412:00:00 PM 36.0 132 155 45 37.5 16.1% 32.1 11/19/20241:00:00 PM 36.0 151 178 44 37.6 15.0% 31.9 11/19/2024 2:00:00 PM 37.0 124 146 41 37.9 20.5% 32.3 11/19/2024 3:00:00 PM 36.0 139 164 45 35.5 15.3% 32.5 11/19/2024 4:00:00 PM 36.0 144 170 42 37.5 15.2% 32.4 11/19/2024 5:00:00 PM 36.0 190 223 48 37.9 20.6% 32.1 11/19/2024 6:00:00 PM 34.0 186 219 44 35.3 11.0% 30.9 11/19/2024 7:00:00 PM 33.0 128 151 41 37.7 4.0% 28.8 11/19/2024 8:00:00 PM 34.0 65 76 38 36.3 7.9% 30.2 11/19/2024 9:00:00 PM 34.0 38 45 36 36.0 4.4% 29.4 11/19/2024 10:00:00 PM 34.0 27 32 40 37.3 9.4% 30.2 11/19/2024 11:00:00 PM 34.0 31 36 40 39.0 8.3% 31.0 Whitecap(West-Windward to PR22)Summary Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/20/2024 12:00:00 AM 31.0 14 17 38 38.0 5.9% 29.8 11/20/2024 1:00:00 AM 36.0 21 25 41 38.0 20.0% 29.6 11/20/2024 2:00:00 AM 36.0 6 7 38 37.0 28.6% 33.4 11/20/2024 3:00:00 AM 33.0 4 5 35 0.0 0.0% 30.8 11/20/2024 4:00:00 AM 29.0 8 9 38 38.0 11.1% 27.2 11/20/2024 5:00:00 AM 31.0 9 11 34 0.0 0.0% 30.3 11/20/2024 6:00:00 AM 37.0 24 28 39 37.2 21.4% 32.7 11/20/2024 7:00:00 AM 37.0 57 67 46 37.9 31.3% 33.3 11/20/2024 8:00:00 AM 37.0 111 131 41 37.5 26.7% 32.9 11/20/2024 9:00:00 AM 37.0 114 134 46 38.1 24.6% 32.5 11/20/202410:00:00 AM 37.0 95 112 47 38.2 19.6% 32.5 11/20/2024 11:00:00 AM 36.0 139 163 44 37.8 15.3% 31.5 11/20/2024 12:00:00 PM 36.0 128 151 44 38.1 18.5% 32.4 11/20/2024 1:00:00 PM 34.0 145 171 46 37.4 9.9% 31.0 11/20/2024 2:00:00 PM 35.0 110 130 42 37.4 10.0% 31.5 11/20/2024 3:00:00 PM 35.0 109 128 43 37.5 13.3% 31.3 11/20/2024 4:00:00 PM 36.0 122 144 45 38.7 16.0% 32.2 11/20/2024 5:00:00 PM 36.0 139 163 42 37.6 20.2% 32.0 11/20/2024 6:00:00 PM 35.0 162 191 42 37.6 11.5% 30.8 11/20/2024 7:00:00 PM 34.0 99 117 42 37.6 11.1% 30.3 11/20/2024 8:00:00 PM 34.0 54 63 42 38.3 6.3% 30.1 11/20/2024 9:00:00 PM 32.0 46 54 36 36.0 5.6% 28.7 11/20/202410:00:00 PM 35.0 36 42 38 37.2 14.3% 31.2 11/20/2024 11:00:00 PM 35.0 37 43 41 38.0 14.0% 30.7 11/21/2024 12:00:00 AM 34.0 16 19 37 36.3 15.8% 30.0 11/21/2024 1:00:00 AM 33.0 7 8 33 0.0 0.0% 29.8 11/21/2024 2:00:00 AM 33.0 11 13 36 36.0 7.7% 29.2 11/21/2024 3:00:00 AM 34.0 7 8 36 36.0 12.5% 30.8 11/21/2024 4:00:00 AM 34.0 3 3 34 0.0 0.0% 29.7 11/21/2024 5:00:00 AM 33.0 7 8 35 0.0 0.0% 31.8 11/21/2024 6:00:00 AM 36.0 22 26 43 38.2 19.2% 32.8 11/21/2024 7:00:00 AM 37.0 54 63 52 38.2 30.2% 32.7 11/21/2024 8:00:00 AM 37.0 115 135 41 37.9 23.7% 32.9 11/21/2024 9:00:00 AM 37.0 115 135 41 37.2 27.4% 33.3 11/21/202410:00:00 AM 36.0 126 148 46 38.1 19.6% 32.6 11/21/2024 11:00:00 AM 36.0 118 139 42 37.7 20.1% 31.9 11/21/2024 12:00:00 PM 36.0 122 143 44 37.2 21.0% 32.3 11/21/2024 1:00:00 PM 35.0 154 181 42 38.2 13.8% 31.6 11/21/2024 2:00:00 PM 36.0 136 160 46 37.4 21.9% 31.7 11/21/2024 3:00:00 PM 36.0 116 137 41 37.1 26.3% 32.4 11/21/2024 4:00:00 PM 36.0 134 158 41 37.2 18.2% 31.6 11/21/2024 5:00:00 PM 36.0 144 170 65 38.5 18.8% 32.5 11/21/2024 6:00:00 PM 35.0 154 181 43 38.3 13.8% 31.2 11/21/2024 7:00:00 PM 33.0 128 150 39 37.8 6.7% 29.8 11/21/2024 8:00:00 PM 36.0 55 65 39 36.9 16.9% 30.5 11/21/2024 9:00:00 PM 33.0 52 61 39 37.7 4.9% 30.0 11/21/2024 10:00:00 PM 34.0 34 40 42 38.0 12.5% 30.2 11/21/2024 11:00:00 PM 34.0 22 26 38 38.0 3.8% 29.7 Whitecap(West-Windward to PR22)Summary Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/22/202412:00:00 AM 36.0 26 31 41 37.0 22.6% 31.2 Whitecap(West-Windward to PR22)Summary Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM Day/Time Ending 85th pctl(MPH) 85th pctI cnts Total Cnts Max Speed Avg Speeder %Speeders Avg Speed 11/17/202412:00:00 AM 35.0 2619 3051 49 37.5 12.2% 30.9 11/18/202412:00:00 AM 35.0 2375 2794 52 35.0 13.9% 31.2 11/19/202412:00:00 AM 36.0 1766 2075 52 37.9 17.0% 31.5 11/20/202412:00:00 AM 36.0 2035 2394 48 37.5 15.5% 31.5 11/21/202412:00:00 AM 36.0 1792 2105 47 37.5 16.0% 31.6 11/21/202411:59:59 PM 36.0 1561 2159 65 37.7 15.3% 31.5 WMtecap(West-Windward to PR22)Weekly Counts WMtecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/13/2024 to 11/19/2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour 11/13/2024 11/14/2024 11/15/2024 11/16/2024 11/17/2024 11/18/2024 11/19/2024 Day Avg Avg Avg Speed 0-1 * * * 46 48 16 15 15.5 47 35.75 1-2 * * * 23 25 12 12 12 24 34.6 2-3 * * * 12 16 9 12 10.5 14 32.75 3-4 * * * 12 7 4 7 5.5 9.5 37.5 4-5 * * * 13 5 16 13 14.5 9 32.75 5-6 * * * 19 18 22 28 25 18.5 36.35 6-7 * * * 56 39 49 66 57.5 47.5 36.2 7-8 * * * 93 128 126 150 138 110.5 35.8 8-9 * * * 146 175 136 166 151 160.5 35.7 9-10 * * * 181 227 154 159 156.5 204 35.05 10-11 * * * 165 257 182 154 168 211 34.9 11-12 * * * 201 250 131 155 143 225.5 34.9 12-13 * * * 201 204 157 178 167.5 202.5 34.8 13-14 * * * 231 166 124 146 135 198.5 36.05 14-15 * * * 225 209 147 164 155.5 217 35.65 15-16 * * * 238 183 144 170 157 210.5 35.4 16-17 * * * 241 220 156 223 189.5 230.5 35.95 17-18 * * * 306 215 157 219 188 260.5 34.3 18-19 * * * 222 134 121. 151 136 178 33.2 19-20 * * * 161 86 83 76 79.5 123.5 34 20-21 * * * 100 52 47 45 46 76 33.9 21-22 * * * 79 52 33 32 32.5 65.5 34 22-23 * * * 66 41 35 36 35.5 53.5 35 23-24 * * * 44 37 17 17 17 40.5 32.5 Totals 0 0 0 3081 2794 2078 2394 %ofTotal 0% 0% 0% 29.78% 27% 20.08% 23.14% Page 1 WMtecap(West-Windward to PR22)Weekly Counts WMtecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/20/2024 to 11/26/2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour 11/20/2024 11/21/2024 11/22/2024 11/23/2024 11/24/2024 11/25/2024 11/26/2024 Day Avg Avg Avg Speed 0-1 25 8 * * * * * 16.5 0 34.25 1-2 7 13 * * * * * 10 0 34.25 2-3 5 8 * * * * * 6.5 0 33.5 3-4 9 3 * * * * * 6 0 31.5 4-5 11 8 * * * * * 9.5 0 32 5-6 28 26 * * * * * 27 0 35.85 6-7 67 63 * * * * * 65 0 36.5 7-8 131 135 * * * * * 133 0 36.4 8-9 134 135 * * * * * 134.5 0 36.55 9-10 112 148 * * * * * 130 0 36 10-11 163 139 * * * * * 151 0 35.45 11-12 151 143 * * * * * 147 0 35.6 12-13 171 181 * * * * * 176 0 34.4 13-14 130 160 * * * * * 145 0 35.05 14-15 128 137 * * * * * 132.5 0 35.4 15-16 144 158 * * * * * 151 0 35.35 16-17 163 170 * * * * * 166.5 0 35.7 17-18 191 181 * * * * * 186 0 34.45 18-19 117 150 * * * * * 133.5 0 33.4 19-20 63 65 * * * * * 64 0 34.6 20-21 54 61 * * * * * 57.5 0 32.2 21-22 42 40 * * * * * 41 0 34.4 22-23 43 26 * * * * * 34.5 0 34.25 23-24 19 31 * * * * * 25 0 34.75 Totals 2108 2189 0 0 0 0 0 %ofTotal 49.06% 50.94% 0% 0% 0% 0% 0% Page 2 Whitecap(West-Windward to PR22)Monthly Counts Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM Nov 2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour Day Avg Avg Avg Speed 0-1 25 8 * 46 48 16 15 16 47 35 1-2 7 13 * 23 25 12 12 11 24 34.42 2-3 5 8 * 12 16 9 12 8.5 14 33.12 3-4 9 3 * 12 7 4 7 5.75 9.5 34.5 4-5 11 8 * 13 5 16 13 12 9 32.38 5-6 28 26 * 19 18 22 28 26 18.5 36.1 6-7 67 63 * 56 39 49 66 61.25 47.5 36.35 7-8 131 135 * 93 128 126 150 135.5 110.5 36.1 8-9 134 135 * 146 175 136 166 142.75 160.5 36.12 9-10 112 148 * 181 227 154 159 143.25 204 35.52 10-11 163 139 * 165 257 182 154 159.5 211 35.17 11-12 151 143 * 201 250 131 155 145 225.5 35.25 12-13 171 181 * 201 204 157 178 171.75 202.5 34.6 13-14 130 160 * 231 166 124 146 140 198.5 35.55 14-15 128 137 * 225 209 147 164 144 217 35.53 15-16 144 158 * 238 183 144 170 154 210.5 35.38 16-17 163 170 * 241 220 156 223 178 230.5 35.83 17-18 191 181 * 306 215 157 219 187 260.5 34.38 18-19 117 150 * 222 134 121 151 134.75 178 33.3 19-20 63 65 * 161 86 83 76 71.75 123.5 34.3 20-21 54 61 * 100 52 47 45 51.75 76 33.05 21-22 42 40 * 79 52 33 32 36.75 65.5 34.2 22-23 43 26 * 66 41 35 36 35 53.5 34.62 23-24 19 31 * 44 37 17 17 21 40.5 33.62 Totals 2108 2189 0 3081 2794 2078 2394 %ofTotal 14.39% 14.95% 0% 21.04% 19.08% 14.19% 16.35% Page 1 WMtecap(West-Windward to PR22)Weekly Speeds WMtecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/13/2024 to 11/19/2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour 11/13/2024 11/14/2024 11/15/2024 11/16/2024 11/17/2024 11/18/2024 11/19/2024 Day Avg Avg Avg Speed 0-1 * * * 30.24 31.04 31.94 29.87 30.94 30.65 35.75 1-2 * * * 30.91 30.28 31.33 31.58 31.46 30.58 34.6 2-3 * * * 32.25 29.69 28.89 28.17 28.48 30.79 32.75 3-4 * * * 30.67 33.43 33.5 37.71 36.18 31.68 37.5 4-5 * * * 29.15 28.8 29.19 30.46 29.76 29.06 32.75 5-6 * * * 32.21 31.72 33.95 31.64 32.66 31.97 36.35 6-7 * * * 31.54 31.31 32.67 32.55 32.6 31.44 36.2 7-8 * * * 31.38 32.08 32.1 32.65 32.4 31.78 35.8 8-9 * * * 30.87 31.31 32.22 31.88 32.03 31.11 35.7 9-10 * * * 31.76 31.43 31.51 31.62 31.57 31.58 35.05 to-11 * * * 31.12 31.62 32.04 30.96 31.55 31.43 34.9 11-12 * * * 31.87 31.19 32 32.05 32.03 31.49 34.9 12-13 * * * 31.82 32.07 31.45 31.89 31.68 31.95 34.8 13-14 * * * 31.45 32.26 32.54 32.27 32.39 31.79 36.05 14-15 * * * 30.87 31.83 32.22 32.49 32.37 31.33 35.65 15-16 * * * 31.41 31.27 31.74 32.4 32.1 31.35 35.4 16-17 * * * 31.59 31.22 32.54 32.13 32.3 31.41 35.95 17-18 * * * 29.81 29.5 31.53 30.87 31.14 29.68 34.3 18-19 * * * 29.73 29.99 30.89 28.81 29.74 29.82 33.2 19-20 * * * 29.55 30.37 31.49 30.18 30.87 29.83 34 20-21 * * * 30.38 29.63 30.89 29.38 30.15 30.12 33.9 21-22 * * * 30.56 29.69 30.39 30.19 30.29 30.21 34 22-23 * * * 30.83 30.49 31.34 31 31.17 30.7 35 23-24 * * * 30.27 31.86 30.06 29.76 29.91. 31 32.5 Totals 0 0 0 30.9 31.2 31.8 31.5 %ofTotal 0% 0% 0% 24.64% 24.88% 25.36% 25.12% Page 1 WMtecap(West-Windward to PR22)Weekly Speeds WMtecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/20/2024 to 11/26/2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour 11/20/2024 11/21/2024 11/22/2024 11/23/2024 11/24/2024 11/25/2024 11/26/2024 Day Avg Avg Avg Speed 0-1 29.6 29.75 * * * * * 29.64 * 34.25 1-2 33.43 29.23 * * * * * 30.7 * 34.25 2-3 30.8 30.75 * * * * * 30.77 * 33.5 3-4 27.22 29.67 * * * * * 27.83 * 31.5 4-5 30.27 31.75 * * * * * 30.89 * 32 5-6 32.68 32.85 * * * * * 32.76 * 35.85 6-7 33.28 32.71 * * * * * 33.01 * 36.5 7-8 32.93 32.93 * * * * * 32.93 * 36.4 8-9 32.52 33.28 * * * * * 32.9 * 36.55 9-10 32.46 32.58 * * * * * 32.53 * 36 10-11 31.54 31.95 * * * * * 31.73 * 35.45 11-12 32.38 32.34 * * * * * 32.36 * 35.6 12-13 30.98 31.65 * * * * * 31.32 * 34.4 13-14 31.5 31.7 * * * * * 31.61 * 35.05 14-15 31.26 32.36 * * * * * 31.83 * 35.4 15-16 32.22 31.61 * * * * * 31.9 * 35.35 16-17 32.05 32.48 * * * * * 32.27 * 35.7 17-18 30.77 31.17 * * * * * 30.97 * 34.45 18-19 30.31 29.77 * * * * * 30.01 * 33.4 19-20 30.11 30.54 * * * * * 30.33 * 34.6 20-21 28.7 29.98 * * * * * 29.38 * 32.2 21-22 31.19 30.23 * * * * * 30.72 * 34.4 22-23 30.67 29.73 * * * * * 30.32 * 34.25 23-24 30 31.23 * * * * * 30.76 * 34.75 Totals 31.6 31.8 0 0 0 0 0 %ofTotal 49.84% 50.16% 0% 0% 0% 0% 0% Page 2 Whitecap(West-Windward to PR22)Monthly Speeds Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM Nov 2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour Day Avg Avg Avg Speed 0-1 29.6 29.75 * 30.24 31.04 31.94 29.87 30.27 30.65 35 1-2 33.43 29.23 * 30.91 30.28 31.33 31.58 31.11 30.58 34.42 2-3 30.8 30.75 * 32.25 29.69 28.89 28.17 29.35 30.79 33.12 3-4 27.22 29.67 * 30.67 33.43 33.5 37.71 31.83 31.68 34.5 4-5 30.27 31.75 * 29.15 28.8 29.19 30.46 30.21 29.06 32.38 5-6 32.68 32.85 * 32.21 31.72 33.95 31.64 32.71 31.97 36.1 6-7 33.28 32.71 * 31.54 31.31 32.67 32.55 32.82 31.44 36.35 7-8 32.93 32.93 * 3138 32.08 32.1 32.65 32.66 31.78 36.1 8-9 32.52 33.28 * 30.87 31.31 32.22 31.88 32.44 31.11 36.12 9-10 32.46 32.58 * 31.76 31.43 31.51 31.62 32 31.58 35.52 10-11 31.54 31.95 * 31.12 31.62 32.04 30.96 31.63 31.43 35.17 11-12 32.38 32.34 * 31.87 31.19 32 32.05 32.2 31.49 35.25 12-13 30.98 31.65 * 31.82 32.07 31.45 31.89 31.5 31.95 34.6 13-14 31.5 31.7 * 31.45 32.26 32.54 32.27 31.99 31.79 35.55 14-15 31.26 32.36 * 30.87 31.83 32.22 32.49 32.12 31.33 35.53 15-16 32.22 31.61 * 31.41 31.27 31.74 32.4 32 31.35 35.38 16-17 32.05 32.48 * 31.59 31.22 32.54 32.13 32.29 31.41 35.83 17-18 30.77 31.17 * 29.81 29.5 31.53 30.87 31.06 29.68 34.38 18-19 30.31 29.77 * 29.73 29.99 30.89 28.81 29.87 29.82 33.3 19-20 30.11 30.54 * 29.55 30.37 31.49 30.18 30.63 29.83 34.3 20-21 28.7 29.98 * 30.38 29.63 30.89 29.38 29.72 30.12 33.05 21-22 31.19 30.23 * 30.56 29.69 30.39 30.19 30.53 30.21 34.2 22-23 30.67 29.73 * 30.83 30.49 31.34 31 30.75 30.7 34.62 23-24 30 31.23 * 30.27 31.86 30.06 29.76 30.42 31 33.62 Totals 31.6 31.8 0 30.9 31.2 31.8 31.5 %of Total 16.74% 16.84% 0% 1637% 16.53% 16.84% 16.68% Page 1 WMtecap(West-Windward to PR22)Weekly EightyFifthSpeeds WMtecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/13/2024 to 11/19/2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour 11/13/2024 11/14/2024 11/15/2024 11/16/2024 11/17/2024 11/18/2024 11/19/2024 Day Avg Avg Avg Speed 0-1 * * * 34.5 36 36.5 35 35.75 35.25 35.75 1-2 * * * 34 36 36.5 32.7 34.6 35 34.6 2-3 * * * 33.5 33 33 32.5 32.75 33.25 32.75 3-4 * * * 33 37 34 41 37.5 35 37.5 4-5 * * * 32 29 32 33.5 32.75 30.5 32.75 5-6 * * * 34 34.6 36 36.7 36.35 34.3 36.35 6-7 * * * 36 34.3 36.5 35.9 36.2 35.15 36.2 7-8 * * * 34.6 35.1 35.6 36 35.8 34.85 35.8 8-9 * * * 34.8 34.5 36 35.4 35.7 34.65 35.7 9-10 * * * 34.6 35 35 35.1 35.05 34.8 35.05 to-11 * * * 34.9 34.6 35.9 33.9 34.9 34.75 34.9 11-12 * * * 35.6 34.8 34.6 35.2 34.9 35.2 34.9 12-13 * * * 35.2 35.3 34.2 35.4 34.8 35.25 34.8 13-14 * * * 34.6 36.5 35.8 36.3 36.05 35.55 36.05 14-15 * * * 34.5 35.7 35.7 35.6 35.65 35.1 35.65 15-16 * * * 34.9 35.2 35.4 35.4 35.4 35.05 35.4 16-17 * * * 35 34.7 35.9 36 35.95 34.85 35.95 17-18 * * * 33.2 33.6 34.7 33.9 34.3 33.4 34.3 18-19 * * * 32.6 33.7 34.2 32.2 33.2 33.15 33.2 19-20 * * * 33.4 33.9 34.6 33.4 34 33.65 34 20-21 * * * 33.9 33.7 34.6 33.2 33.9 33.8 33.9 21-22 * * * 34.5 32.9 34 34 34 33.7 34 22-23 * * * 35 34.3 36 34 35 34.65 35 23-24 * * * 33 35.3 34 31 32.5 34.15 32.5 Totals 0 0 0 821.3 828.7 840.7 833.3 %ofTotal 0% 0% 0% 24.71% 24.93% 25.29% 25.07% Page 1 WMtecap(West-Windward to PR22)Weekly EightyFifthSpeeds WMtecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM 11/20/2024 to 11/26/2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour 11/20/2024 11/21/2024 11/22/2024 11/23/2024 11/24/2024 11/25/2024 11/26/2024 Day Avg Avg Avg Speed 0-1 36 32.5 * * * * * 34.25 0 34.25 1-2 36 32.5 * * * * * 34.25 0 34.25 2-3 33 34 * * * * * 33.5 0 33.5 3-4 29 34 * * * * * 31.5 0 31.5 4-5 31 33 * * * * * 32 0 32 5-6 36.2 35.5 * * * * * 35.85 0 35.85 6-7 36.6 36.4 * * * * * 36.5 0 36.5 7-8 36.2 36.6 * * * * * 36.4 0 36.4 8-9 36.7 36.4 * * * * * 36.55 0 36.55 9-10 36.1 35.9 * * * * * 36 0 36 10-11 35.1 35.8 * * * * * 35.45 0 35.45 11-12 35.6 35.6 * * * * * 35.6 0 35.6 12-13 34 34.8 * * * * * 34.4 0 34.4 13-14 34.1 36 * * * * * 35.05 0 35.05 14-15 34.8 36 * * * * * 35.4 0 35.4 15-16 35.2 35.5 * * * * * 35.35 0 35.35 16-17 35.9 35.5 * * * * * 35.7 0 35.7 17-18 34.1 34.8 * * * * * 34.45 0 34.45 18-19 33.8 33 * * * * * 33.4 0 33.4 19-20 34 35.2 * * * * * 34.6 0 34.6 20-21 31.7 32.7 * * * * * 32.2 0 32.2 21-22 35 33.8 * * * * * 34.4 0 34.4 22-23 35 33.5 * * * * * 34.25 0 34.25 23-24 34 35.5 * * * * * 34.75 0 34.75 Totals 829.1 834.5 0 0 0 0 0 %ofTotal 49.84% 50.16% 0% 0% 0% 0% 0% Page 2 Whitecap(West-Windward to PR22)Monthly EightyFifthSpeeds Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM Nov 2024 Wednesday Thursday Friday Saturday Sunday Monday Tuesday Week Weekend Week Day 85% Hour Day Avg Avg Avg Speed 0-1 36 32.5 * 34.5 36 36.5 35 35 35.25 35 1-2 36 32.5 * 34 36 36.5 32.7 34.42 35 34.42 2-3 33 34 * 33.5 33 33 32.5 33.12 33.25 33.12 3-4 29 34 * 33 37 34 41 34.5 35 34.5 4-5 31 33 * 32 29 32 33.5 32.38 30.5 32.38 5-6 36.2 35.5 * 34 34.6 36 36.7 36.1 34.3 36.1 6-7 36.6 36.4 * 36 34.3 36.5 35.9 36.35 35.15 36.35 7-8 36.2 36.6 * 34.6 35.1 35.6 36 36.1 34.85 36.1 8-9 36.7 36.4 * 34.8 34.5 36 35.4 36.12 34.65 36.12 9-10 36.1 35.9 * 34.6 35 35 35.1 35.52 34.8 35.52 10-11 35.1 35.8 * 34.9 34.6 35.9 33.9 35.17 34.75 35.17 11-12 35.6 35.6 * 35.6 34.8 34.6 35.2 35.25 35.2 35.25 12-13 34 34.8 * 35.2 35.3 34.2 35.4 34.6 35.25 34.6 13-14 34.1 36 * 34.6 36.5 35.8 36.3 35.55 35.55 35.55 14-15 34.8 36 * 34.5 35.7 35.7 35.6 35.53 35.1 35.53 15-16 35.2 35.5 * 34.9 35.2 35.4 35.4 35.38 35.05 35.38 16-17 35.9 35.5 * 35 34.7 35.9 36 35.83 34.85 35.83 17-18 34.1 34.8 * 33.2 33.6 34.7 33.9 34.38 33.4 34.38 18-19 33.8 33 * 32.6 33.7 34.2 32.2 33.3 33.15 33.3 19-20 34 35.2 * 33.4 33.9 34.6 33.4 34.3 33.65 34.3 20-21 31.7 32.7 * 33.9 33.7 34.6 33.2 33.05 33.8 33.05 21-22 35 33.8 * 34.5 32.9 34 34 34.2 33.7 34.2 22-23 35 33.5 * 35 34.3 36 34 34.62 34.65 34.62 23-24 34 35.5 * 33 35.3 34 31 33.62 34.15 33.62 Page 1 Summary of Violators Whitecap(PR22.Windward) from Sat-Nov-16-2024-12-00-AM to Thu-Nov-21-2024-11-59-PM Starting Hour Count Average Speed of all Traffic Violator Counts Average Speed of Violators 00:00:00 158 30.5 25 37.5 01:00:00 92 30.8 14 38.6 02:00:00 62 30.0 4 37.0 03:00:00 42 31.8 13 39.0 04:00:00 66 29.9 2 37.0 05:00:00 141 32.5 26 37.9 06:00:00 340 32.4 86 37.8 07:00:00 763 32.4 150 37.7 08:00:00 892 32.0 164 37.6 09:00:00 981 31.8 152 37.9 10:00:00 1060 31.6 169 37.8 11:00:00 1031 31.9 174 37.6 12:00:00 1092 31.7 158 37.8 13:00:00 957 31.9 174 37.8 14:00:00 1010 31.8 179 38.0 15:00:00 1037 31.7 171 37.9 16:00:00 1173 31.9 209 38.1 17:00:00 1269 30.5 129 37.9 18:00:00 895 29.9 67 37.9 19:00:00 534 30.3 53 37.3 20:00:00 359 29.9 23 38.0 21:00:00 278 30.4 31 37.6 22:00:00 247 30.7 31 37.8 23:00:00 165 30.7 25 38.0 ==_ ___ r Whitecap(West-Windward to PR22):Av—ge Hwirty Vulume far Week of llf1 12024 Average Gounb 6y Hour(111192024)AD-Average Gounb 6y Hour(1111312024) aoa W h i[xa P(PP22.W ndwa rd) Average W.Nly Volumes O O 180 16D 140 ®.. 0 o 120 `a x a 1aa Ba 6a 0 0 49 e m 4 za 0 0 0 o p 0 n 0 1 2 3 4 5 6 8 9 1a 11 12 13 14 15 16 1T 18 19 20 21 22 23 24 H.., Whitecap(West-Windward to PR22):A—ge Hourly WEEKDAY Speeds fw Week of 1111312024 Average Hourly WEEKDAY 5p By H...(11f132024)$Average HourlyWEEKDAY Speeds By Hour(11f132024) dg wnicerep{PKzzwadvam y Aurae.Weekv spedds a 35 0 0 0 x �n 10 0 0 I 2 z b 5 P 9 10 11 I? 13 14 IS 16 17 18 19 20 21 'Z2' 23 24 Hour Whitecap(West-Wind Ward to Pk22):'6a4y Volume for Week of 1111312024 3,500 Daey Vehicle Counts No f)aily Vehicle Counts Whi—p(PU2.W ndward) Daily Volumes Ma ^.:oo 2,aRp 1300 000 500 a yJetlnestlay Thumday F,Itlay Saturtlary Sunday Mantlsy Fuesday Day SC O� H AGENDA MEMORANDUM v First Reading for the City Council Meeting of November 18, 2025 NogPogptEo Second Reading for the City Council Meeting of December 9, 2025 1852 DATE: November 18, 2025 TO: Peter Zanoni, City Manager FROM: Robert Dodd, Director of Parks and Recreation Department Robertd4(a�corpuschristitx.gov 361-826-3133 H-E-B Donation for the Meals on Wheels Program CAPTION: Ordinance authorizing the acceptance of a donation from H-E-B in the amount of $75,000.00 for the Meals on Wheels program; and appropriating $75,000.00 to the Parks & Recreation Grants Fund. SUMMARY: The purpose of this item is to accept and appropriate a one-time donation from H-E-B in the amount of$75,000 to support the Meals on Wheels program. BACKGROUND AND FINDINGS: The Elderly Nutrition Program (ENP) is administered by Elderly Nutrition Services, a division of the Parks & Recreation Department. The City has provided the ENP/Meals on Wheels program since the early 1970's. Meal delivery services support the Parks & Recreation Department's Senior Community Services. In fiscal year 2025, the Elderly Nutrition Program served 51,943 home delivered meals to 266 consumers. The $75,000 donation will allow more elderly individuals to receive nutritious meals in the fiscal year 2026. Approximately 9,677 additional meals are anticipated to be provided, which will benefit additional 30 individuals and shorten the waiting list. The local Meals on Wheels program serves individuals aged 60 and above, focusing on care for those whose reduced mobility makes it challenging to carry out daily activities, such as meal preparation and grocery shopping. An assessment tool for activities of daily living (ADL) is utilized to evaluate an individual's eligibility for the meal according to their overall score. The ENP consists of congregate meals, which are served at senior centers and home delivered meals. Parks & Recreation provides meals to eight senior centers, including home- delivered meals for homebound elderly individuals. The eight senior centers are Broadmoor, Ethel Eyerly, Garden, Greenwood, Lindale, Northwest, Oveal Williams, and Zavala. All meals are prepared on-site, by City staff at the City's Nutrition Education Service Center (Central Kitchen). ALTERNATIVES: Council may choose not to accept the donation. Declining the donation would mean that many seniors on the waiting list will continue to go without the nutritious meals they need. FISCAL IMPACT: Appropriation of$75,000.00 to the Parks & Recreation Grants Fund. FUNDING DETAIL: Fund: 1067 Parks Grant Fund Department: 27 Parks Dept Organization/Activity: 89 Grants & CIP/ HEB Donation Project # (CIP Only): NA Account: 520070 Amount: $75,000.00 RECOMMENDATION: Staff recommend approval of the one-time donation in the amount of$75,000 from H-E- B for the Meals on Wheels program. LIST OF SUPPORTING DOCUMENTS: Ordinance Presentation O�?US Cy'Pi CITY OF CORPUS CHRISTI _ PARKS & - RECREATION e--I k � ' 7852 Ordinance Accepting & 1 Appropriating a Donation from H-E- .{• =1 a Summary: • The purpose of this item is to accept & appropriate a one-time donation of $75,000 from H-E-B to support the Meals on Wheels program. • The $75,000 donation will allow more elderly individuals to receive nutritious meals in the fiscal year 2026. • For FY 25, the program served 51,943 home delivered meals to 266 consumers. • Approximately 9,677 additional meals are anticipated to be provided, which will benefit an additional 30 individuals & shorten the waiting list. CITY OF CORPUS CRRISTI PARKS & RECREATION CITY OF CORPUS -- n ,� � CRRISTI CITY OF CORPUS CHRISTI BACKGROUND: PARKS & RECREATION • The Elderly Nutrition Program/Meals or Wheels has been in effect since the 1970's & consists of a — congregate & home delivered meals. • It serves individuals aged 60 & over, focusing on care for those with reduced mobility, e.g., difficulty performing daily activities like preparing meals/shopping for food. An assessment tool for activities of daily living (ADL) is utilized to evaluate eligibility according to their overall score. • All meals are prepared on-site, by City staff at the City's Nutrition Education Service Center (Central Kitchen). • Parks & Recreation provides meals to eight senior t centers: Broadmoor, Ethel Eyerly, Garden, Greenwood, _ Lindale, Northwest, Oveal Williams &Zavala. e RECOMMENDATION : • Staff recommend approval of the one-time donation in the amount of $75,000 from H-E-B to support the Meals on Wheels program. PARKS & RECREATION -1 CITY OF -- CORPUS CH RISTI CITY OF CORPUS CHRISTI AGENDA MEMORANDUM Action Item for the City Council Meeting November 18, 2025 DATE: November 18, 2025 TO: Peter Zanoni, City Manager FROM: Brett Van Hazel, P.E. brettvhacorpuschristitx.gov (361) 826-3273 Memorandum of Understanding between the City and Corpus Christi Desal Partners, a joint venture of Acciona Aqua Corporation and MasTec Industrial Corporation CAPTION: Motion authorizing a Memorandum of Understanding (MOU) with Corpus Christi Desal Partners (CCDP), a joint venture of Acciona Agua Corporation (Acciona) and MasTec Industrial Corporation (MasTec)to provide design and construction cost proposal(s) for proceeding with the Inner Harbor Seawater Desalination Plant project, providing a mid-term source addition to the water supply portfolio. SUMMARY: The MOU will allow CCDP to prepare proposal(s), at no cost to the City, with price certainty for the design and construction of the Inner Harbor Desalination Plant project. CCDP will utilize all existing design documents that have been developed to date to develop proposal(s) for Council consideration and approval. The approved proposal will be the foundation for the future design build contract for the Inner Harbor Seawater Desalination Plant project. BACKGROUND AND PURPOSE: CCDP, the second-ranked design build team in our Inner Harbor Desalination Project procurement process, had a competitive score just behind the initially selected contractor. CCDP has formally committed to developing the new proposal(s)to complete the Inner Harbor Seawater Desalination Plant project at no cost to the City. CCDP is a joint venture consisting of Acciona and MasTec. Acciona, with its engineering consulting team, will develop the design for the Inner Harbor Project. MasTec, with its construction team, will build the Inner Harbor Facility. Both Acciona and MasTec have extensive experience in large, complex infrastructure projects and a proven track record of successful project delivery. They will utilize a strong team of local, national, and international companies to fulfill this effort. Acciona has designed and built over 540 water treatment plants with a total installed capacity of 9,500 million gallons per day (MGD). They have also designed, built, and commissioned 92 seawater reverse osmosis desalination plants with a total installed capacity of 1,849 MGD. The team also is the operator of 25 seawater desalination plants that produced more than 500 MGD. They have designed, built, and currently operate the 29 MGD Tampa Bay Desal Plant, the 2nd- largest seawater desalination plant in the United States. MasTec has been in business for over 70 years, employs 35,000 staff, and operates from 175 area offices. Over the past 15 years, MasTec has led 130 projects in water and wastewater, including Design-build, Design-build-operate, and Construction Manager at Risk. MasTec is certified as a Minority-Controlled Company by the National Minority Suppliers Development Council (NMSDC) and is the second-largest minority-controlled company in the United States. CCDP will utilize existing design documents to develop design and construction proposal(s) with price certainty for the Inner Harbor Seawater Desalination Plant project. This work will be conducted as per the timeline below: 1. November 18, 2025: Council to authorize the MOU with CCDP 2. November 2025: City to provide CCDP all existing design documents 3. December 2025 to February 2026: CCDP prepares proposal(s) with price certainty for design and construction options for the Inner Harbor Desalination Project to be reviewed by City staff and Council 4. January 2026 to February 2026: Council to consider approval of the CCDP proposal(s) for the Inner Harbor Desalination Plant project, and direct City staff to develop a design- build contract for execution 5. March 2026 to April 2026: Council to consider approval of the design-build contract with CCDP for the Inner Harbor Desalination Plant project The City has maintained key foundation components of the Inner Harbor Desalination Plant project consisting of: approved intake and discharge permits from the Texas Commission on Environmental Quality (TCEQ) and from the Army Corps of Engineers (ACOE), property agreement with Flint Hills Resources, power infrastructure agreements with AEP, low interest SWIFT loans from the Texas Water Development Board, and the infrastructure for distribution of water throughout the City through the Navigation Pump Station. ALTERNATIVES: The alternative would be to not proceed with this no cost service to provide options for proceeding with the Inner Harbor Seawater Desalination Plant project. FISCAL IMPACT: N/A FUNDING DETAIL: N/A RECOMMENDATION: Staff recommends authorization to execute an MOU with CCDP, allowing CCDP to prepare proposal(s) with price certainty for design and construction of the Inner Harbor Desalination Plant project, at no cost to the City. LIST OF SUPPORTING DOCUMENTS: Presentation Memo Memorandum of Understanding CITY OF CORPUS CHRISTI OFFICE OF THE CITY MANAGER TO: Mayor and City Council FROM: Peter Zanoni, City Manage COPY: Executive Leadership Team SUBJECT: Inner Harbor Desalination Project a No Cost Path Forward Proposal DATE: November 7, 2025 As City Manager, it is my responsibility to ensure we continue delivering essential services and infrastructure that enable Corpus Christi and the region we serve to grow and thrive. With that in mind, over the past several weeks,without City Council coordination, I have revisited the Inner Harbor Desalination Project. 1 am recommending a path forward to provide a mid-term source addition to our water security. Over the past several weeks, it has become increasingly clear that while groundwater will continue to serve as an immediate water supply during the current and future droughts, we must manage these resources carefully, using them intermittently. As the leader who provides and manages resources for the City, I reached out to Corpus Christi Desal Partners(CCDP),the second team in our procurement process,which had a competitive score just behind the initially selected contractor. CCDP brings together an impressive group of local, national, and international companies: Acciona, MasTec, Reytec,and Ardurra. Earlier this week on Wednesday, I convened senior leaders from these organizations here in Corpus Christi to finalize a path forward for the Inner Harbor Desalination Project. I am pleased to report that I have secured a formal commitment from CCDP to develop a new proposal with price certainty for design and construction options for the Inner Harbor facility. The plan moving forward to a potential contract over the next six months as outlined below will be at no cost to the City. CCDP and I have developed a recommendation that will build on Kiewit's existing design data. No Cost Path Forward Proposal for Potential Contract 1 Nov 18,2025 Council to consider approval of the plan with CCDP as outlined above by the City Manager. 2 Nov 2025 City to provide CCDP existing Kiewit data(e.g., 10%design documents,cost model). 3 Dec 2025 - CCDP prepares proposal with price certainty for design and construction options for Feb 2026 the Inner Harbor Desalination Project to be reviewed by staff and Council. 4 Jan-Feb 2026 Council considers for approval CCDP proposals for the Inner Harbor Desalination Project and directs staff to develop a design-build contract for execution. 5 Mar-Apr 2026 Council considers approval of design-build contract with CCDP for the Inner Harbor Desalination Project. Page 2 of 2 Inner Harbor Desalination Project—No Cost Path Forward Proposal Once the City Council has approved CCDP's proposal in March/April 2026, I will initiate a competitive process to secure a 30-year operations and maintenance agreement for the plant.This agreement will ensure the plant is managed by an experienced desalination operator, reducing risk to the City and accelerating readiness. Structuring the project this way also enables us to shift certain costs from debt to a long-term,manageable position within the City's water rate providing rate stability for all customers. I want to thank Corpus Christi Desal Partners for their confident, quick response,and look forward to presenting this item for Council's consideration at the November 18 City Council Meeting. Having a stable,secure mid-term water supply is essential for our residents,for our business community, and for our future. MEMORANDUM OF UNDERSTANDING This Memorandum of Understanding("MOU"),entered into this the day of November,2025, by and between the City of Corpus Christi ("City"), a Texas home-rule municipal corporation, acting through its duly authorized City Manager,or the City Manager's designee("City Manager"), and Corpus Christi Desal Partners, a joint venture of Acciona Agua Corporation (USA) and MasTec Industrial Corporation (CCDP), is intended to create a framework for discussion between the parties. This MOU does not create a partnership, joint venture, or other legally binding agreement between the parties. WHEREAS, CCDP submitted a Statement of Qualifications and Proposal in response to the City's procurement of a Design-Bid firm for the Inner Harbor Seawater Desalination Treatment Plant Proj ect(Proj ect No. E15117) ("Proj ect"); and, WHEREAS, CCDP was ranked as the second highest proposer for the Project; and, WHEREAS, City was unable to negotiate a satisfactory contract for design of the Project with the highest-ranked firm ("Kiewit") and has, formally and in writing, ended all negotiations with Kiewit. I. The City will provide CCDP with existing Kiewit data developed for the Project no later than 21 November 2025. 2. At no cost to the City, CCDP will perform a Phase 0 scope to assess work completed to date by Kiewit and develop a proposal establishing a Preliminary Guaranteed Maximum Price (P- GMP) for the design and construction of the Project. This P-GMP will be consistent with the cost expectations of the City. CCDP will present the proposal to the City for review with a target date of February 28, 2026 (Preliminary Proposal Stage). The development of the P-GMP will be based on a set of adjustment considerations including but not limited to project description, scope, design criteria, technical specifications, schedule and risk allocation. The proposal will include an estimated price to perform the Phase IA scope as defined in the original RFP. Following approval of the P-GMP and proposal by the City, CCDP will proceed with Phase IA work, which will include further review and mutual agreement between the parties to appropriately refine and adapt the Project as necessary to achieve an agreed-upon GMP. It is understood that achieving the target date will be dependent on when the existing data is made available and the quality of such data. 3. During the Preliminary Proposal Stage, the City will deal exclusively with CCDP in relation to the Project. 4. The Preliminary Proposal Stage may be extended by mutual agreement between the City and CCDP. 5. City staff will present CCDP's proposal(s) and provide appropriate recommendations in relation to the Project to City Council no later than April 3, 2026, unless the Preliminary Proposal Stage has been extended, in which case this date will also be extended accordingly. 6. It is understood that any P-GMP provided by CCDP will be based on a set of assumptions including but not limited to project description, scope, design criteria, technical specifications, schedule and risk allocation. Should the City decide to proceed to the next stage of the Project with CCDP following the Preliminary Proposal Stage, these assumptions will be refined and finalized by mutual agreement between the City and CCDP in order to confirm the final binding GMP. CITY OF CORPUS CHRISTI By Peter Zanoni City Manager CORPUS CHRISTI DESAL PARTNERS By Inner Harbor Desalination Project - City Managers New Proposal for Design Build Contract O Brett Van Hazel, Director of Water Supply Management November 18, 2025 CITY OF CORPUS CHRISTI CORPUS CHRISTI WATER Presentation Overview • Texas Water Development Board Loan Update • Project Status Update • City Managers New Proposal es gn Build Contract • Community Engagement and Far Field Modeling - Corpus Christi Bay, Nueces Bay, and Ship Channel • Staff Recommendation Texas Water Development Board (TWDB) SWIFT Loan Status • At the direction of Council, staff submitted an additional formal request to the Texas Water Development Board (TWDB) on October 14, 2025 requesting Board considerat' n authorizing a change in scope for the State Water Impleme on Fund for Texas (SWIFT) loans currently allocated to the C f Corpus Christi's Inner Harbor Desalination Plant pr • The City proposed redirectin unds to either the Evangeline Groundwater Project and/or the Wastewater Reuse Initiative • The TWDB Executive Administrator has responded, stating that his recommendation would be to deny any change that will allow the funds committed for the Inner Harbor to be used for any other project 3 Project Status Update • At the September 23, 2025 city council workshop staff presented alternate project delivery options for the Inner Harbor project • At the October 3, 2025 city council staff was directed to terminate Kiewit's contract for the Inner Harbor roject. • Kiewit was issued a termination f nvenience notice on October 10, 2025 • Kiewit and City are working a final project closeout • Project files have been received • Equipment's demobilized, subcontracts have been terminated, and supplier agreements and leases or licenses have been terminated • Permanent equipment is being inventoried and turned over to the City • Final invoice is being developed for City review 4 Project Status Update The City has the following assets available for use in the City Manager's new proposal : 1. The low-interest SWIFT loans from the TWDB 2. The approved intake and discharge permits from Texas Commission on Environmental Qu � � (TCEQ) and the Army Corps of Engin �ermit ; �o ..4 (ACOE) 3. The property agreement with i Is 4. The new power infrastructure to e provided by AEP 5. Infrastructure assets required to distribute water from the Inner Harbor location throughout the City - Navigation Pump Station 5 City Managers New Proposal for Design Build Contract • Partner with Corpus Christi Desal Partners (CCDP) to utilize the existing work product produced by Kiewit to develop design and construction proposal options with cost certainty • CCDP will develop the proposal(s) a cost to the city Steps Timeline Action Required Council Action 1 November 18, 2025 Council to consider ap v the plan with CCDP. Vote 1 2 November 2025 City to provide CCDP existing Kiewit data. 3 December 2025 - CCDP prepares proposal with price certainty for design and construction February 2026 options to be reviewed by staff and Council. 4 January - February Council considers for approval CCDP proposal and directs staff to Vote 2 2026 develop design-build contract for execution. 5 March - April 2026 Council considers for approval design-build contract with CCDP. Vote 3 6 Corpus Christi Desal Partners • Acciona has partnered with MasTec to create a joint venture, Corpus Christi Desal Partners (CCPD) • CCPD has a strong group of local, national and international companies on their team : Acciona, MasTec, Reytec, Ard(rra, and more • Acciona, with their engineering co ant team, will develop the design, and MasTec, with their uction team, will build the facility Q r�acciona • Both companies have extensive Designed and built 540+ water treatment plants with a experience in large complex total installed capacity of 9,500 MGD Designed, built, and commissioned 92 seawater RO infrastructure projects with a desalination plants with a total installed capacity of proven track record of successful MGD Curreurrently the operator of 25 seawater RO desalination project delivery. plants that can produce 500+MGD Community Engagement and Far Field Modeling • Staff will execute a professional services contract with a qualified hydrodynamic modeler to perform Inner Harbor Shi Ch2ttne� - - �.:�,�- , �, - -- z.��-' r�p_ a third-party assessment and Far Inp �t' Proposed Desoharge Location !� er Harbor Ship Channel F i e f o d e l of Corpus Christi Bay, �''• ,, Proposed Intake Localion r- Y - - N It Bay, and the Ship Channel Inner Harbor Water Treatment Campus Site Staff will engage members of the Y . community to include : University fi dyzy �Yry of Texas Marine Science Institute, The Harte Institute, Texas State . F�;� ► . Aquarium and other community 4 members to allow for input and feedback during the modeling effort 8 Forthcoming Staff Actions • Staff will terminate the Task Order with Freese and Nichols for Owner Agent support on the Inner Harbor project. A new owner representative will be selected through our competitive procurement process. The procurement process will begin December 2025. • Staff will execute a professional s es contract to perform Far Field Modeling for the Corpus C i Bay, Nueces Bay, and Ship Channel. Q • Staff will initiate a competitive procurement process to secure a 30- year operations and maintenance agreement for the plant. This process will begin next year upon approval of a design build contract with CCDP. 9 Staff Recommendation • Staff recommends authorization to ex to a Memorandum of Understanding with CCDP, to allow to prepare proposal(s) with price certainty for design and cons tion of the Inner Harbor Desalination project, at no cos e City 10 CITY OF CORPUS CHRISTI CORPUS CHRISTI WATER Project Status Recap • On July 29, 2025 City Council postponed a motion to authorize Amendment No. 5 to continue design development to allow Council to receive funding info from TWDB. 1st Letter sent to TWDB 7/25/25 1st TWDB response was received 25 2nd Letter sent to TWDB 8eofwork 2nd TWDB response was r8/29/25 • Kiewit was issued a suspensio starting 8/1/25 for a period of 90 days. The suspension and contract are set to expire October 30, 2025. • At the September 2, 2025 city council meeting a motion to approve amendment #5 for continued design development failed . �- CITY OF . ;' CORPUS CH RISTI AGENDA MEMORANDUM Action Item for the City Council Meeting November 18, 2025 DATE: November 18, 2025 TO: Peter Zanoni, City Manager FROM: Jeff H. Edmonds, P. E., Director of Engineering Services ieffreye(a�corpuschristitx.gov (361) 826-3851 Nicholas Winkelmann, P.E., Interim Chief Operating Officer N ickW(u-)-corpuschristitx.gov (361) 826-1796 Sergio Villasana Jr., CPA, CGFO, CIA, Director of Finance & Procurement sergiov2a-corpuschristitx.gov (361) 826-3227 Master Services Agreement Reclaimed Water for Industrial Reuse Project CAPTION: One-read ordinance awarding a Master Services Agreement for Reclaimed Water for Industrial Reuse Project to Ardurra Group, Inc., Corpus Christi, Texas, in an amount up to $11,000,000.00, with the project located Citywide, with FY 2026 funding available from Water Capital Fund; and amending the FY26 Capital Budget. SUMMARY: This ordinance approves a Master Services Agreement to provide professional services to design an effluent reuse delivery system from Oso Water Reclamation Plant(WRP) to Greenwood WRP. The project is intended to increase the reliability, capacity and efficiency of the City's non-potable reuse system and take some industrial users off the potable water system. BACKGROUND AND PURPOSE: A Master Services Agreement (MSA) is a contract in which work is performed through multiple Task Orders (TOs) under a blanket set of terms and conditions. These MSAs will issue TOs with Lump Sum (LS) fees or Not-to-Exceed (NTE) time and materials amounts based on an approved hourly rate schedule. The City has utilized wastewater effluent for non-potable reuse since the 1960s. Currently, it reuses approximately 3% of the total effluent produced by Greenwood, Oso, and Laguna Madre Water Reclamation Plant (WRP). The remainder is discharged into creeks, bays, and estuaries. The effluent reuse project will expand the delivery of treated effluent from the Oso WRP for reuse. This project is intended to improve the reliability, capacity, and efficiency of the City's non-potable reuse system, while also offsetting demands on the potable water system. The effluent reuse project will deliver non-potable water from Oso WRP to Greenwood WWTP's proposed 10-million-gallon storage tank (by others). The project scope will include the design of an effluent delivery system from Oso WRP to Greenwood WWTP. The system will consist of a Ground Storage tank to provide 6 hours of buffering capacity at Oso WRP and an Oso WRP Effluent Pump Station. The pump station will not have an associated building and will include an automated control system and an emergency power generator. Chemical feed modifications may also be required for phosphorus stabilization. The force main is expected to consist of 65,800 linear feet of 30" high-density polyethylene pipe (HDPE). The installation of this line will include Horizontal Directional Drilling (HDD), which will be required at Oso Creek and TxDOT crossings, along with a tie-in to a 10-million-gallon storage tank at Greenwood WWTP. The force main will be routed to follow City Right-of-Way and easements to the extent possible to minimize land acquisition and will be tied to a 10-million-gallon storage tank at Greenwood WRP, to be built by others. Additional services for this project will include geotechnical investigation, subsurface utility investigations, TCQ coordination, environmental coordination, and a technical memorandum regarding the existing TPDES discharges at the Oso and Greenwood WRPs. The estimated design timeline is 9 months. PROJECT TIMELINE: 2025 2026 N D J F M A M J J A Design Services The projected schedule reflects the City Council award in November 2025, with anticipated design completion in August 2026. The construction phase of the project is to be determined based on the design of the project. COMPETITIVE SOLICITATION PROCESS: Due to the urgency of this project, an exception to the City's procurement policy is being requested for this project. Local Government Code 252.022(a) exempts this contract or procurement from the State's competitive bidding requirements because it is a procurement for professional services. Texas Government Code 2254 requires the City to select professional services based on demonstrated competence and qualifications to perform the services. Ardurra Group, Inc., formally LNV, Inc., has worked with the City for over three decades. They have work experience with numerous water utilities in Texas. Ardurra Group, Inc. has extensive knowledge of the Oso WRP based on their aeration basin improvements and process upgrades projects. Ardurra was selected for this assignment based on the qualifications and experience of the firm with similar past projects and their ability to provide an independent assessment of the current situation. ALTERNATIVES: City Council could choose not to award the design contract, which would impact the available water resources available to the City. FISCAL IMPACT: The FY26 Adopted Capital Budget did not allocate funding for this design; an amendment is now required to incorporate the necessary resources to support this Master Service Agreement. The fiscal impact for Corpus Christi Water in FY 2026 is an amount not to exceed $11,000,000.00, with funding available through the Water Capital Fund. FUNDING DETAIL: Fund: Water CIP(Rv Bds) (Fund 4492) Department: Water(45) Organization: Grants &Capital Projects Funds (89) Project: Reclaimed Water Infrastructure(Project 25018) Account: Outside Consultants (550950) Activity: 25018 Amount: $11,000,000.00 RECOMMENDATION: Staff recommends approval of the MSA with Ardurra, Inc., in the amount not to exceed $11,000,000.00 for the Reclaimed Water for Industrial Reuse Project and amend the FY26 Capital Budget. LIST OF SUPPORTING DOCUMENTS: Location &Vicinity Maps Evaluation Matrix CIP Page Proposal Presentation FY 26 thru FY 28 Capital Improvement Plan Corpus Christi, Texas Project# 25018 Project Name Reclaimed Water Infrastructure Contact Director of Corpus Christi Water Department Water Type Improvement/Additions Category Raw Water Supply Priority Priority Level 1 Status Active Useful Life 25 years Council District City-Wide Description The purpose of this project is to conduct pilot testing for direct water re-use as well as designing and installation the necessary infrastructure to distribute reclaimed water to an extended customer base. Primarily industrial customers as well as commercial and domestic irrigation.The City of Corpus Christi has used wastewater effluent for non-potable reuse since the 1960's.The city currently reuses approximately 3%of the total effluent produced from the Greenwood, Oso, Laguna Madre,and Allison Wastewater Treatment Plants.The remainder is discharged into our creeks,bays,and estuaries.The city would like to increase the quantity of reused water as well as find better uses for the effluent. Justification Due to severe drought in the area and projected future demands this project is necessary to take pressure off the current water resources available to the city. Expenditures Prior FY 26 FY 27 FY 28 Total Design 1,291,550 8,000,000 0 0 9,291,550 Eng,Admin Reimbursements 120,000 0 0 0 1209000 Total 194119550 890009000 0 0 994119550 Funding Sources Prior FY 26 FY 27 FY 28 Total Revenue Bonds 1,411,550 8,000,000 0 0 994119550 Total 194119550 890009000 0 0 994119550 Budget Impact This project will reduce strain on the on the water resources that currently supply the city and surrounding areas. Reclaimed Water for Industrial Reuse Project Nicholas J. Winkelmann, P. E. Interim Chief Operating Officer - Corpus Christi Water November 18, 2025 CITY OF CORPUS CHRISTI CORPUS CHRISTI WATER Background • City has used wastewater effluent for non-potable reuse since the 1960s • Effluent Water is currently and/or planned to be utilized at: • Oso WWTP: Corpus Christi Country Club, Oso Gulf Course, TAMUCC, Bill Witt Park, Delmar CC, Police Department, _— Future Bond Projects with Parks • Laguna WWTP: Naval Air Station +` • Whitecap WWTP: North Padre Island Development • Greenwood WWTP: Lozano GC, Greenwood Ballfields • Allison WWTP: Veterans Cemetery, Future Bond Projects with Parks " '4 • The remainder effluent is discharged into creeks, bays, and estuariesr = Purpose • The effluent reuse project / will expand the reuse of treated effluent delivery ,�I �' '� systems from Oso WRP to increase reliability, capacity, and efficiency of the City non-potable reuse system • The project will result in = � offsetting demands from � 9 the potable water systemilk i MENU-- Scope T.R P.11 A-1.1 The effluent reuse project will deliver non-potable water from Oso WRP to Greenwood Wastewater Treatment Plant (WWTP) Greenwood Wastewater ------ Treatment Plant Oso Water Reclamation Plant Scope • The system will consist of a proposed 10-million-gallon ground storage tank to provide 6 hours of GREENWOOD W WTP buffering capacity at Oso WRP and an Oso WRP effluent pump station • A force main consisting of an • , . • , estimated 65,800 linear feet will WEBERRO 0 be installed and routed to follow City rights-of-way and easements as much as possible • The project will be designed for CITY OF CORPUS CHRI STI expected completion CORPUS CHRISTI WATER Project Timeline N Q J F M A M J J A Projected schedule reflects City Council award in November 2025, with anticipated design completion in August 2026. Construction phase of the project will be determined based on the design of the project. Competitive Solicitation Due to the urgency of this project an exception to the City's procurement policy is being requested. • Local Government Code 252.022(a) exempts this contract or procurement from the State's competitive bidding requirements because it is a procurement for professional services CITY OF CORPU CHRISTI A # CORPUSSCHRISTI WATER 6 Fiscal Impact The fiscal impact for Corpus Christi Water in FY 2026 is an amount not to exceed $8,000,000.00 with funding through the Water Capital Fund . • The FY26 Adopted Capital Budget did not allocate funding for this design; an amendment is required to incorporate the necessary resources to support this Master Service Agreement. Staff Recommendation Staff recommends approval of the Master Service Agreement with Ardurra, Group Inc., in the amount not to exceed $11,000,000.00 for the Reclaimed Water for Industrial Reuse Project and amend the FY26 Capital Budget. CITY OF CORPUS CHRISTI CORPUS CHRISTI WATER CITY OF CORPUS CHRISTI CORPUS CHRISTI WATER N 6 m PROJECT LOCNTION SCALE:N.T.S. x £ RECLAIMED WNTER FOR INDUSTRIAL 1PPO� REUSE PROJECT a e � OSO WRP 5 CORPUS CHRISTI BAY N 4M 8 f fr� GrooEe°s° eq e.>.bRE xns SOUTH PADRE ISLAND DR. W%eWr- @ p d aaa Q VICINITY MAP NOT TO SCALE - o' I " GREENWOOD WWTP �.. _ SARATOGA BLVD. � �O N N ' J a LOCATION MAP Project Number: 25018 NOT TO SCALE RECLAIMED WATER FOR INDUSTRIAL CITY COUNCIL EXHIBIT CITY OF CORPUS CHRISTI,TEXAS REUSE PROJECT DEPARTMENT OF ENGINEERING SERVICES One-Reading ordinance authorizing execution of a Master Services Agreement with Ardurra, Inc. of Corpus Christi for the Reclaimed Water for Industrial Reuse Project in an amount up to $8,000,000.00; and appropriating $8,000,000.00 and amending the FY 2026 Capital Budget, with FY 2026 funding available from the Water Capital Fund. WHEREAS, in accordance with Texas Government Code Chapter 2254, Ardurra, Inc. was selected based on qualifications; and WHEREAS,Ardurra, formally LNV, Inc., has performed similar work for the City of Corpus Christi for over three decades, and has extensive knowledge of the Oso Water Reclamation Plant due to its design of the aeration basin improvements and process upgrades. 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 resolution are true and correct and adopts such findings for all intents and purposes related to the authorization of this procurement. SECTION 2. Funding in the amount of $8,000,000.00 is appropriated into the Water Capital Fund. SECTION 3. The Corpus Christi FY2025-2026 Capital Budget adopted by Ordinance No. 033731 is amended to increase revenues and expenditures by $8,000,000.00. SECTION 4. The City Manager or designee is authorized to execute a Master Services Agreement with Ardurra, Inc. for the Reclaimed Water for Industrial Reuse Project in an amount up to $8,000,000. SECTION 5. This section constitutes a written request by the mayor or majority of the members of the Council for this ordinance to be passed finally on the date of introduction due to emergency. The City Council finds and declares an emergency due to the need for immediate action necessary for the efficient and effective administration of City affairs; and suspends the City 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. PASSED and APPROVED on the day of , 2025. ATTEST: Paulette Guajardo, Mayor Rebecca Huerta, City Secretary AGENDA MEMORANDUM Public Hearing & Resolution for the City Council Meeting 11/18/25 DATE: October 17, 2025 TO: Peter Zanoni, City Manager FROM: Michael Dice, Development Services Department Michael3@cctexas.com (361) 826-3596 Variance, per §4-5(a), Code of Ordinances, for the property located at 702 South Port Avenue CAPTION: Variance Case No. ZN9019, 702 Port, LLC: (District 2); a Resolution to grant a variance to §4- 5(a), Code of Ordinances allowing the sale of alcoholic beverages for on-premise consumption within 300 feet of a church on the property generally located at 702 South Port Avenue, north of Ruth Street, south of Mary Street, east of Harmon Street and west of Meuly Street, identified as Lot 15, Block 2, Villa Green, and zoned "CG-2" General Commercial District. SUMMARY: The purpose of the request is to permit the operation of a bar/tavern at 702 South Port Avenue, primarily serving alcoholic beverages for on-site consumption. The establishment's front entrance is located less than 300 feet from the entrance of Iglesia de Dios Alfa y Omega, an evangelical church founded in 2003, according to Nueces County Appraisal District deed records. BACKGROUND: The subject property owner recently applied for a wine and malt beverage retailer's permit; however, the request was denied due to distance restrictions to churches, as outlined in local ordinance (Corpus Christi, Tex., Code § 4-5(a). Specifically, using the required door-to-door method, the subject property's front door is 236 feet from the door of the Iglesia de Dios Alfa y Omega. Subject Property: The subject property, located at 702 South Port Avenue and legally described as Lot 15, Block 2, Villa Gren (Tax ID No. 9039-0002-0150), encompasses approximately 0.77 acres and is zoned "CG-2," General Commercial District. The surrounding South Port Avenue corridor, between Ruth Street and Mary Street, is predominantly comprised of vacant and commercial properties within the same zoning designation. Originally platted in 1926, the property is currently undergoing renovations. The "CG-2" General Commercial District permits restaurants, apartments, townhouses, overnight accommodation uses, educational facilities, medical facilities, commercial parking, offices, retail sales and services, bar/tavern/pub uses, vehicle sales and services, and water-oriented uses. Subject Property CG-2 General Commercial Vacant North CG-2 General Commercial Commercial South CG-2 General Commercial Vacant East Local Collector, RS-6 Single- Medium-Density Residential Family 6 District West Al Arterial, CG-2 Single- Vacant Family 6 District Municipal and State Regulation of Liquor Distance separation requirements differ across State and local jurisdictions, but they typically require a minimum buffer between liquor-licensed establishments and nearby churches, schools, or other alcohol-permitted businesses. Distance separations involving churches and hospitals use a front door-to-front door method. Note the following State and local laws: • The State granted cities the authority to establish spacing requirements for certain alcohol- licensed establishments. However, the Code does not mandate that municipalities adopt such regulations. (Texas Alcoholic Beverage Code § 109.33(a)) • The State defined the distance requirements as follows (Texas Alcoholic Beverage Code § 109.33(b)): o 300 feet of a church, public or private school, or public hospital • The City adopted the State-defined spacing requirements. (Corpus Christi, Tex., Code § 4-5(a)). • The State granted the cities authority to grant variances to distance requirements (Texas Alcoholic Beverage Code§109.33(e)). • The City adopted the ability to grant variances to distance requirements (Corpus Christi, Tex., Code §4-5(f)). Although the proposed use is permitted by zoning, the subject property does not meet the minimum distance separation requirements from nearby churches, as outlined in the City's ordinance. However, the City Council retains the authority to grant a variance upon application by a regulated business, provided it determines that enforcement of the regulation: • Is not in the best interest of the public in the specific instance; • Results in wasteful or inefficient use of land or other resources; • Imposes an undue hardship on the applicant seeking a license or permit; or • Fails to serve its intended purpose, lacks effectiveness or necessity, or—after consideration of public health, safety, welfare, and the equities of the situation—is not in the best interest of the community. FINDINGS: Conformance to City Policy The subject property is located within a designated Westside Area Development Plan (ADP). The Westside ADP was adopted in 2023 and offers the following: • Policy Initiative: Foster an environment for economic development that attracts new business, increases employment, and revitalizes or enhances existing commercial and industrial areas. o Target reinvestment for commercial businesses along major corridors, including the Leopard Street and Morgan Avenue corridors. o Support revitalization and upgraded infrastructure to encourage the development of more restaurants, retail, and nightlife to serve the west side residents. • Future Land Use: The South Port Avenue corridor is designated for commercial uses Conformance to City Ordinance According to Unified Development Code Table 4.5.2, Bars/Taverns or Pubs are permitted in the "CG-2" General Commercial District with UDC §5.2.7, providing specific standards: A bar, tavern or pub shall be permitted in accordance with the use tables in Article 4 provided that the bar, tavern or pub shall not be located any closer than 300 feet from church, or public or private school, child care facility, daycare center, or public hospital. Public Input Process A notice of the public hearing was published in the newspaper at least ten (10) days before the hearing date (Corpus Christi, Tex., Code §4-5(g)). Sixty-one notices of the variance request were mailed to property owners with a 300-foot area and one notice to the Corpus Christi Independent School District (Corpus Christi, Tex., Code §4- 5(g))- Variance Consideration (Corpus Christi, Tex., Code §4-5(f)) Given the established commercial nature of the South Port Avenue corridor—where the subject property is located—and the presence of an existing bar/tavern directly across the street, staff recommends favorable consideration of the proposed use. The surrounding context suggests that alcohol-related establishments are reasonably compatible with existing development in this area. Additionally, the operational hours of bars and taverns typically occur outside the primary hours of church services and activities, which may further mitigate potential conflicts between uses. It is also noted that the subject property is currently vacant and not being utilized to its highest and best use, which supports the case for activating the site with a use that aligns with the corridor's commercial character. When evaluated alongside applicable spacing regulations and the corridor's zoning designation, the proposed use appears consistent with the character and function of the corridor and neighborhood. RECOMMENDATION: Staff recommends APPROVAL of the variance request. ALTERNATIVES: 1. Denial of a Resolution to grant a variance to §4-5(a), Code of Ordinances allowing the sale of alcoholic beverages for on-premise consumption within 300 feet of a public or private school on the property located at 702 South Port Avenue, due to alternate Findings as established by the City Council. FISCAL IMPACT: There is no fiscal impact associated with this item. LIST OF SUPPORTING DOCUMENTS: Resolution Presentation —Zoning and Notice Map Resolution granting a variance under Corpus Christ Code Section 4-5 to allow 702 Port, LLC to operate an alcohol beverage establishment with on- premise consumption on the property located at 702 South Port Avenue. WHEREAS, 702 Port, LLC (Petitioner), is the owner of property located at 702 South Port Avenue (Property), identified as Lot 15, Block 2, Villa Green, and further identified as Nueces County Appraisal District Geographic ID number 9039-0002-0150; WHEREAS, the property is zoned "CG-2," General Commercial Zoning District, and bars/taverns and pubs are a permitted use in this Zoning District; WHEREAS, the property is within 300 feet of the Iglesia de Dios Alfa y Omega, a church; WHEREAS, as allowed under §109.33(a)(1) of the Texas Alcohol and Beverage Code (TABC), the City enacted §4-5(a) of the Code of Ordinances (Code) to prohibit any person from maintaining and operating a business for the dispensing and sale of alcoholic beverages for on- premise consumption within the corporate limits of the City within 300 feet of a public or private school; WHEREAS, §109.33(e), TABC and §4-5(f) of the Code allow the City Council (Council), upon the application by a business that is regulated by §4-5 of the Code, to grant a variance to the alcohol regulations contained therein if the Council determines that enforcement of the regulation in a particular instance is not in the best interest of the public, constitutes waste or inefficient use of land or other resources, creates an undue hardship on an applicant for a license or permit, does not serve its intended purpose, is not effective or necessary, or for any other reason the court or governing board, after consideration of the health, safety, and welfare of the public and the equities of the situation, determines is in the best interest of the community; WHEREAS, Petitioner has formally applied to the City for relief by variance, as allowed under §4-5(f) of the Code and prays that the Council will find in favor of the Petitioner and grant the variance; and 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. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS, THAT: SECTION 1. After consideration of the health, safety, and welfare of the public and the equities of the situation, the City Council has determined that the enforcement of§4-5 of the Corpus Christi Code in this particular instance is not in the best interest of the public, constitutes waste or inefficient use of land or other resources, creates an undue hardship on the Petitioner, does not serve its intended purpose, is neither effective nor necessary, and/or a variance is in the best interest of the community. 1 SECTION 2. The City Council hereby grants Petitioner, 702 Port, LLC, a variance to §4-5 of the Corpus Christi Code to operate an alcoholic beverage establishment with on-premise consumption on the property located at 702 South Port Avenue (Nueces County Appraisal District Geographic ID number 9039-0002-0150), being Lot 15, Block 2, Villa Green. Such variance only applies to Corpus Christi Code §4-5 and does not waive or exempt the property from any other City Codes or regulations. Introduced and voted on the day of , 2025. PASSED and APPROVED on the day of , 2025. ATTEST: Paulette Guajardo, Mayor Rebecca Huerta, City Secretary 2 Go�Qus Cy,�s p -a wMA �, y• �—� � -y�:�1ET.°,sr'7 - 1852 F REQUEST FOR t r: a W4 T.A. B .C . VARIANCE Ln J Ln w RI sua�Ec REQUEST PROPERTY LU SUMMARY cG- 2 112 Ln To permit the operation of a _ bar/tavern at 702 South Port Avenue, located less 286 FEET than 300 feet from the EXISTING front door of the subject BAR property to the front door of Iglesia de Dios Alfa y Omega, an evangelical �= church CHURCH BACKGROUND S= '� 610 i02 27i2lo` 60.9 i1'0 i3O SUBJECT PROPERTY ,� 6 iA 9 824 617 �� 7 • Previously used as a resale shop , 703 702 a � .� 70 rz and retailed fresh masa suitable 01 70fi'- '' �� i r TO for tamales »° "' _. Wo • Located between Ruth Street and ;, -�,. 710 W7,-Q V718-. 7, 428202 76 ` Mary Street ,� � 7121d' 1722 1 7—�iMV • Zoned CG-2, platted in 1926 - , 5 1 806 726 71 � 06-H � _ B02 • INE Currently undergoing renovations 2i2t °' .l '°Byj 814 � ' ` — al �w�e16 �� i 81 274227 � 2806 B-21 Q22rp� ' 3 City of Corpus Christi 2 ,,, — 2802 /` F - BACKGROUND MUNICIPAL & STATE REGULATION OF LIQUOR • State grants cities authority to establish spacing requirements • However, does not mandate municipal adoption • State defines distance requirements: • 300 feet of a church, public or private school, or public hospital • City adopted the state-defined requirements • State grants cities the authority to grant variance to distance requirements • City adopted the ability to grant variance to distance requirements -,1, 4 City of Corpus Christi BACKGROUND MUNICIPAL & STATE REGULATION OF LIQUOR • Variance may be granted if the council determines that enforcement of the distance requirement: • Is not in the best interest of the public • Results in wasteful or inefficient use of land or other resources • Imposes an undue hardship on the applicant seeking a license • Fails to serve its intended purpose, lacks effectiveness or necessity • Or after consideration of public health, safety, welfare, and the equities of the situation - is not in the best interest of the community 5 City of Corpus Christi FINDINGS CONFORMANCE TO CITY POLICY • Westside Area Development Plan (2023) • Policy Initiative: Foster an environment for economic development that attracts new business, increases employment, and revitalizes or enhances existing commercial and industrial areas. • Target reinvestment for commercial businesses along major corridors, including the Leopard Street and Morgan Avenue corridors. • Support revitalization and upgraded infrastructure to encourage the development of more restaurants, retail, and nightlife to serve the west side residents. • Future Land Use: The South Port Avenue corridor is designated for commercial uses 6 City of Corpus Christi FINDINGS CONFORMANCE TO CITY ORDINANCE • Unified Development Code 4.5.2 • Bars/Taverns or Pubs are permitted in the CG-2 General Commercial District with UDC §5.2.7, providing specific standards • A bar, tavern or pub shall be permitted in accordance with the use tables in Article 4 provided that the bar, tavern or pub shall not be located any closer than 300 feet from church, or public or private school, child care facility, daycare center, or public hospital. 7 City of Corpus Christi G, RS-6 1 18 9 MA RY ST RS-6 40 41 3 S-6 S2 51 4 39 £ M-3 36 53 i M-3 SUBJECT 50 37 7 S-6 24 1 IR11ERTY G 35 PUBLIC INPUT RR a 8 MOIS ST C -2 I RS-6 3 a' a� 55 9 49 34 10 R M-3 25 56 48 33 11 57 47 32 12 • Notice of public hearing 2G 58 46 31 published in the 13 59 45 30 14 60 44 29 115 newspaper R -6 COLEMAN E 26 61 43 • 61 notices of public AV 42 27 hearing mailed to CASE: ZN9019 property owners 300 feet • 1 notice sent to CCISD 1 a � �u PERT _ PROPERTY M®Kea�nm�O� C��i�iii� 9 aE LOCATION MAP. 601 602 2729 601 610 FINDINGS 609 610 614 VARIANCE CONSIDERATION 14 618 77 21 622 � 2 � 626 • The South Port Avenue corridor is commercially i 703 70a 626 established, and the subject property sits within this SUBJECT context. 70a PROPERTY • A bar/tavern exists directly across the street, indicating 709 lug compatibility with alcohol-related uses. 711 710 • Bar/Tavern hours typically fall outside church service zozal6 7 7 a 714 71' times, reducing potential conflicts 722 718 7 , • Property is currently vacant and underutilized, supporting ® �726 726 activation with a commercially aligned use 725 e ..I aoz • The proposed use appears consistent with the character ° 9 and function of the corridor and neighborhood. 19 8os 807 808 ao6 • Staff recommends favorable consideration of the proposed 809 :14 10 use based on surrounding development patterns �► � 8os ' ,• P _ 17 120 � 9 City of Corpus Christi 28 82, 2 �i RECOMMENDATION Staff recommends approval of the variance request. r 4o�pus Cher i Y y J .a 1852 GO�Qus Cy'Pi s� a O _ J �N�bNPORPh� 7852 Thank you !