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HomeMy WebLinkAboutC2024-299 - 8/20/2024 - Approved WATER ARTERIAL TRANSMISSION AND GRID MAIN CONSTRUCTION AND REIMBURSEMENT AGREEMENT STATE OF TEXAS § COUNTY OF NUECES § This Water Arterial Transmission and Grid Main Construction and Reimbursement Agreement ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipality, and MPM Development, LP, ("Developer/Owner"), a Texas Limited Partnership Company. WHEREAS, the Developer/Owner, in compliance with the City's Unified Development Code ("UDC"), has a plat, approved by the Planning Commission on February 22, 2023 to develop a tract of land, to wit: approximately 16.54 acres known as Starlight Estates Unit 8 located south of Yorktown Boulevard and west of Krypton Drive 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 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 1 of 13 SCANNED becoming a subscriber to the capital of any private corporation or association, or make any appropriation or donation to the same, or in anywise loan its credit. As such, the City's participation as Trustee does not create a loan of its credit. Execution of this agreement constitutes a promise to pay only to the extent that the assets and future assets of the trust are sufficient for such purpose and it is expressly agreed that any judgment will only be satisfied out of the assets of the trust and not out of the City's assets. The City is excluded from personal liability. 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: WATER ITEMS ITEM DESCRIPTION QUANTITY UNIT COST TOTAL 1 12" PVC PIPE 1862 LF $120.00 $223,440.00 2 12" CAP TAPPED FOR 2" 2 EA $1,250.00 $2,500.00 3 12" TEE 6 EA $1,850.00 $11,100.00 4 12" GATE VALVE W/BOX 6 EA $6,600.00 $39,600.00 5 12" EL, ANY ANGLE 4 EA $1,500.00 $6,000.00 6 6" PVC PIPE 39 LF $80.00 $3,120.00 7 FIRE HYDRANT ASSEMBLY 3 EA $9,200.00 $27,600.00 8 6" GATE VALVE W/ BOX 3 EA $2,000.00 $6,000.00 9 DOUBLE OR SINGLE 21 EA $800.00 $16,800.00 WATER SERVICE 10 6" DIA X 30" PVC PIPE 9 EA $775.00 $6,975.00 NIPPLE TOTAL $ 343,135.00 7% CONTINGENCIES $ 24,019.45 11% ENGINEERING, SURVEYING, TESTING $37,744.85 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 2 of 13 LESS WATER ACREAGE FEE $ 11,011.00 TOTAL AMOUNT REIMBURSABLE $ 393,888.30 b. The plan must be in compliance with the City's master plans. c. The plans and specifications must comply with City Water Distribution Standards and Standard Specifications. d. Before the Developer/Owner starts construction the plans and specifications must be approved by the City's Development Services Engineer. 3. REIMBURSEMENT a. The cost for the Water Improvements less $11,011.00 lot/acreage fee credit is $393,888.30. 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 $393,888.30 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. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 3 of 13 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 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. c. If the developer is owed funds from the Water Arterial Transmission and Grid Main Trust Fund, the developer will be given credit for lot or acreage fees that are due on subsequent final plats filed with the County Clerk in accordance with UDC §8.5.1. C. The amounts credited will be deducted from the outstanding amounts owed to the developer by the Water Arterial Transmission and Grid Main Trust Fund until the total amount owed has been paid, provided that the lands being platted are within or contiguous to the boundaries of the preliminary plat of the originally developed property, the land will be served by the water line for which the credit was given, and an extension of the line was not required to serve the land. 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: PMP Development, LP P.O. Box 331308 Corpus Christi, Texas 78463 2. If to the City: Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 4 of 13 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. 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-rata 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 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 5 of 13 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. 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: Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 6 of 13 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. 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 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 7 of 13 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 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 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 8 of 13 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: (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. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 9 of 13 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 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 httos://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 httos://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 htto://www.cctexas.com/aovernment/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. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 10 of 13 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 11 of 13 EXECUTED IN ONE ORIGINAL this 2 7 day of Fe•t ril e'r 1% , 20 25 ATTEST: CIT F CORPUS CH ISTI e ,t0ELAjgaf:(/\. Retie ca Huerta ichael Dice City Secretary Director of Development Services Q.C.ka AUTHORIZED BY COUNCIL APPROVED AS TO LEGAL FORM: SE RETARY 41)iteA bu 7 -77 ZS 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 BB 9.8.22 Page 12 of 13 DEVELOPER/OWNER: MPM Development, LP P.O. Box 331308 Corpus Christi, Texas 78401 4/01 By: / Moses Mo taghasi General Partner STATE OF TEXAS § COUNTY OF fL)ic:C,eC, This instrument was acknowledged before me on Se lo\--<_A 1;7(__r) 20ca by Moses Mostaghasi, General Partner of MPM Development, EP, a General Partner, on behalf of said corporation. .•\',FkY P6.... 4, Notary Public's Signature 2 ' ��'•• �" " • _ •••64'OFZ 90:' F+ ••!34642'.•'1 1 1 11011.0�\\\ Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 13 of 13 EXHIBIT 1 PLAT OF STATE OF TEXAS $ STARLIGHT ESTATES UNIT 8 FINAL PLAT OF A 16.777 ACRE TRACT OF LAND, MORE OR LESS,A PORTION OF FLOUR BLUFF COUNTY OF NUECES $ AND ENCINAL FARM AND GARDEN TRACTS.SECTION 24,LOTS 6 THRU 11,A MAP OF WHICH IS RECORDED IN VOLUME'A'. PAGES 41 - 43, MAP RECORDS.NUECES CO.,TX WE, MPH EMBRACEDDWIHINPMENT.LP, HEREBY THE BOUNDARIES OF TRHE FOREGOING PLAT,SUBJECTIFY THAT WE ARE THE RS OF THE TO A LIEN IIN D CORPUS CHRISTI, NUECES COUNTY, TEXAS FAVOR OF THAT WE HAVE HAD SAID LAND SURVEYED AND DATE PLOTTED.01/10/23 SUBDIVIDED AS SHOWN,THAT STREETS AND EASEMENTS AS SHOWN HAVE BEEN HERETOFORE BASS & WELSH ENGINEERING COMP.NO..PLAT-SH2 7 DEDICATED,OR IF NOT PREVIOUSLY DEDICATED,ARE HEREBY DEDICATED TO THE PUBLIC USE JOB Na.22004 FOREVER AND THAT THIS PLAT WAS MADE FOR THE PURPOSES OF DESCRIPTION AND TX SURVEY REG. NO 100027-00, TX ENGINEERING SCALE.1' =50' DEDICATION. REG. NO. PU52, 3054 S. XASM7DA84 STREET, PLOT SCALE.SAME UIQ e4g7 k/�(f CORPUS CHRISTI, TEXAS 78404 c> + SHEET 1 or 3 Qs' .per THIS THE DAY OF 20_� SO1.?QU QQe' ' R �OJyp• 0 750' 1500' 3000' i6O. sr�p a' G'� SCALE. 1'= 1500' MOSSA MOSTAGHASI,GENERAL PARTNER 70��/,0 64.,„ r O _t:I:* 4,, Dq H/YOUR OR \P "4- 4- . 04,STATE OF TEXAS ORS?J TOR .' g COUNTY OF NUECES $ �3 THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MOSSA MOSTAGHASI,GENERAL PARTNER 2 OF MPH DEVELOPMENT,LP. Q� y�� �� �'� �° • N ' THIS THE_DAY OF 20_, STARUGHT ESTATES UNIT 6(NOT OR S YET DEVELOPED) • STARLIGHT ESTATES r NOTARY PUBLIC, IN AND FOR THE UNIT 7(NOT STATE OF TEXAS "SITE" YET DEVELOPED) (UNIT 8) OSO CREEK LOCATION MAP 1'-1500' STATE OF TEXAS $ COUNTY OF NUECES $ STATE OF TEXAS § COUNTY OF NUECES § WE, (NAME),HEREBY CERTIFY THAT WE ARE THE HOLDERS OF A LIEN ON THE LAND EMBRACED WITHIN THE BOUNDARIES OF THE FOREGOING MAP AND THAT THE FINAL PLAT OF THE HEREIN DESCRIBED PROPERTY WAS APPROVED BY THE WE APPROVE THE SUBDIVISION AND DEDICATION FOR THE PURPOSES AND CONSIDERATIONS DEPARTMENT OF DEVELOPMENT SERVICES OF THE CITY OF CORPUS CHRISTI,TEAS THEREIN EXPRESSED. LEGEND. BY: BRA A.WHITMIRE. P.E.,CFM,CPM DE DRAINAGE EASEMENT DEVELOPMENT SERVICES ENGINEER TITLE: D.R. DEED RECORDS, NUECES CO.,TX DATE M.R. MAP RECORDS, NUECES CO.,TX STATE OF TEXAS $ O.R. OFFICIAL RECORDS, NUECES CO.,TX STATE OF TEXAS $ COUNTY OF NUECES $ UE UTILITY EASEMENT COUNTY OF NUECES $ THE FINAL PLAT OF THE HEREIN DESCRIBED PROPERTY WAS APPROVED ON THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY (NAME), BEHALF OF THE CITY OF CORPUS CHRISTI,TEXAS BY THE PLANNING COMMISSION. NOTES THIS THE_DAY OF 20� (TITLE),OF 1. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE OSO CREEK.THE TCEQ HAS NOT CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO CREEK, BUT THIS THE DAY OF 20_, IT IS RECOGNIZED AS AN ENVIRONMENTALLY SENSITIVE AREA.THE OSO CREEK FLOWS KAMRAN ZARGHOUNI AL RAYMOND,III,AIA DIRECTLY INTO THE 050 BAY.THE TCEQ HAS CLASSIFIED THE AQUATIC LIFE USE FOR THE CHAIRMAN SECRETARY OSO BAY AS'EXCEPTIONAL'AND'OYSTER WATERS'AND CATEGORIZED THE RECEIVING WATER AS'CONTACT RECREATION'USE. NOTARY PUBLIC, IN AND FOR Plat approved. 2/22/23 2. THE BASIS OF BEARINGS IS THE STATE OF TEXAS LAMBERT GRID,SOUTH ZONE, HAD 1983. THE STATE OF TEXAS STATE OF TEXAS § 3, FEMA INFORMATION AS SHOWN OR NOTED HEREON IS FROM FEMA MAP,COMMUNITY PANEL 48355C0540G, REVISED PRELIMINARY MAY 30,2018.ALL OF THE SUBJECT SITE IS IN FEMA COUNTY OF NUECES $ ZONE X OTHER FLOOD AREAS AND FEMA ZONE X OTHER AREAS EXCEPT A PORTION OF THE SITE IS IN FEMA ZONE AE(EL 11)AS INDICATED. I,KARA SANDS,CLERK OF THE COUNTY COURT IN AND FOR SAID COUNTY, 4. STATE OF TEXAS § 4. LEGAL DESCRIPTION:A 16.777 ACRE TRACT OF LAND.MORE OR LESS,A PORTION OF DO HEREBY CERTIFY THAT THE FOREGOING INSTRUMENT DATED THE FLOUR BLUFF AND ENCINAL FARM AND GARDEN TRACTS,SECTION 24. LOTS 6 THRU 11,A MAP OF WHICH IS RECORDED IN V. 'A'.P.41 -43,MAP RECORDS, NUECES CO.,TX. COUNTY OF NUECES $ DAY OF 20 WITH ITS CERTIFICATE OF I,NIXON M.WELSH,REGISTERED PROFESSIONAL LAND SURVEYOR OF BASS&WELSH AUTHENTICATION,WAS FILED FOR RECORD IN MY OFFICE THE DAY 5. THE TOTAL PLATTED AREA CONTAINS 16.777 ACRES OF LAND INCLUDING STREET ENGINEERING,HEREBY CERTIFY THAT THE FOREGOING PLAT WAS PREPARED FROM A SURVEY DEDICATIONS. MADE ON THE GROUND UNDER MY DIRECTION,IS TRUE AND CORRECT AND THAT WE HAVE OF 20 AT O'CLOCK M„ 6. THE YARD REQUIREMENT.AS DEPICTED,IS A REQUIREMENT OF THE UNIFIED DEVELOPMENT BEEN ENGAGED TO SET ALL LOT CORNERS UPON COMPLETION OF SUBDIVISION CODE AND IS SUBJECT TO CHANGE AS THE ZONING MAY CHANGE. CONSTRUCTION IMPROVEMENTS WITHOUT DELAY. AND DULY RECORDED THE DAY OF 20_AT 7. ALL DRIVEWAYS SHALL CONFORM TO ACCESS MANAGEMENT STANDARDS OUTLINED IN ARTICLE THIS THE_DAY OF 20_, _O'CLOCK M. IN THE MAP RECORDS OF SAID COUNTY IN 7 OF THE UDC. VOLUME_PAGE_INSTRUMENT NUMBER B. SET 5/8'IRON RODS AT ALL LOT CORNERS WHEREVER POSSIBLE OTHERWISE SET CHISEL WITNESS MY HAND AND SEAL OF THE COUNTY COURT IN AND FOR SAID MARKS IN CONCRETE OR NAILS AT LOT CORNERS.ALL IRON RODS SET CONTAIN CAPS NIXON M. WELSH, R.P.L.S. COUNTY AT OFFICE IN CORPUS CHRISTI. NUECES COUNTY.TEXAS,THE DAY LABELED BASS AND WELSH ENGINEERING. AND YEAR LAST WRITTEN. BY: DEPUTY KARA SANDS.CLERK COUNTY COURT NUECES COUNTY,TEXAS STARLIGHT ESTATES UNIT 7, N V.XX,P.XX, M.R. W ci ,r) VI S61'17'42"E 1499.14' STARVICXX EP TA%XSM RR 7, Op W S61'27'02"E rrN) lo 170.00' N zo 1 2 3 4 5 6 7 8 9 10 11 12 1 2 IN 1 l .4. \ \ L . Z 27 -+034..I 30' -_L - err I 79.96' S'UE 75.00' 75.00' 80.00' S'UE 80.00' -.2 75.00' 75.00' 75.00' 5'UE 80.01 ] m 85.00' 78.00' I. �- 120.00' SUE 30' 130' 20 20 t �. .- N N tV LA ml N I 9157 SF N vp0 3 0 0 0 21 o ,roil• 28 g 21 t 1y 19 P 18 P 17 P 16 8 15 n 14 11516 SF w to _- Jv 7800 SF I m . I'o 9996 SF 1,9 r n iv a 9312 SF •°fi 10137 SF c 10349 SF 9694 SF io 10080 SF �, 10285 SF I� 24 1 ''' S61'27'02'E I H p j i; . ry`= A°' N''' Er.' `t°„ m'4' ::'5 n o W Z I� m I 14407 5F:E____ ^ 23 o r 1zo.oz' � �^ � � � � �^ N �N � � �y � c. Fo Ol 'vi ry b rn N i25ti'R __ __ _ __ _ _ _ 25'YR __ b °N• 29 ni 44.29' _- da ^I^ 10222 SF N n gln 62.99' -__ 30.74' 75.05' S'EE gO,pS 25'YR `�75.05' ai I to ie �' 75.05' S'EE37.0TF38.07 3J.66' 27, n "1< O$ WN gg¢ 1�EE N59'24'11"W 453.06' - WbF ^IPA B O 251R _ bl 10D0A O I5_ - _ _ ____ OSO PARKWAY gEs5a50•2871© N oO 16.a1�60�22 7B.a' Z ug 0� I S59'2411'E .53.06' ------ - I 440'R $$ 704.65 / NST55 11 ry/ -a§ A2 036f) 525'R a N860 Ti. 9� 65.75'�-2.J8' ,$v 160'R, 19.77' a S50'Sp'28"E 46.Ip' c {F5 17$A -0giER i ���� �g W - `\\ �4F.�T9 / M'�6NE OTHER ._._ T'� �- 47.31I.�'r O i62°- J 25'YR TFIER 77� '11`o gf. t _AREAS___ ^.�.----12 _._ .�.� ZONE x 0 �ti J '18 1'085 �_ FEMA ZONE AE(EL 11) m '�. FVA OO Imo'V'1) L 5.16' S5.48' ---N a ��g6' i __ Flo. =(E 5'EE 75.00'A56 6 A 7 '"---- N 19.55' N. -5 q5 / 12137 SF 11447 SF rr a,o FEM�b 2 25.YR M / T / 3 N 4 . m, 10684 SF 8 o O 13116 SF 5 < • 4 g n 10177 SF 10 O 1,...„.„ 2 12790 SF _ ,� _ a N 22 b'� 10125 SF •'b m 11592 SF n Z 25 11 A N a 11904 SF o f = m n b t. 6'' b- 2 b n o n b!if, 11360 SF a e 12 P N tO - vni 1^ N y f y^ yr :'1 u1 12054 SF a in 13 3 14 '0 N In'4 ' 1n 22 c 0 11257 SF $o o * _ 10 E__ n -_. N toy uoi 75.00' 48.66' 26.61'�lO�UE 'Dn W - - N59'24'11 W 123.68' Bo.ep=- 12636 SF N - - ^-- 75.56' 37.25' - __ 75.56' 72.00'03"W 7a.ss' -' N50'S0' 7s.es J ��� 10'UE---- -75.29' W 413.51' 38.9 ' -1` _ r-75.29' N66'23'S0" sr 28"W 259 = 2'�.1 3' -__1p'UE 78 6, PORTION LOTS 9,10&11,SECT 24, •6p, N 7 75,00'_ 1, 9b fB M.R.,PWW DEVELOPMENf,1LP.,43, g oa�6 REMINDER NO.20?704SBB3.6.079 R0. � N57'55'11"W N$6 APPROXIMENTLY 19 ACRES 941.13' LIMIT OF WETLANDS ALONG NE B LIMIT OF WETLANDS ALONG NE BANK OF OSO CREEK PLOTTED BANK OF O50 CREEK PLOTTED HER LETTER DAOTED 11/17/21 OSO CREEK THEIRLETTER DATED w 1/177/21A LEGEND: CURVE DATA DE DRAINAGE EASEMENT D.R. DEED RECORDS, NUECES CO.,TX DA 6=0744'51" ©A-10'52'45- ©A-0718'18" J©6-OT50'10' QM 6-26'44'26" R.565.00 R.565.00 R.270.00 R=120.00 R.485.00 M.R. MAP RECORDS, NUECES CO.,TX T-38.26' T.53.80' T=17.23' T.8.22' T-115.28' L.76.40' L.107.28' L=34.42' L=16.41' L-226.35' O.R. OFFICIAL RECORDS, NUECES CO.,TX CB:N82'16'12%4 CB=N64'S0'34"W C8=S3Y W 21'26" CB=N54'00'06"W CB=S72'46'24'E 0 25' 50' 100' CH-76.34' CH-107.12' CH=34.40' CH=16.40' CH-224.30' UE UTILITYEASEMENT 1 06=73'03.16' 06=08'33'43' 08=08'07'30' 06=0704'44- O 0=93'22.59' SCALE 1'= 50' R.15.00 R=480.00 R.330.00 R.200.00 R=15.00 T.11.11' 7.35.93' T-23.44' T-12.37' T.15.91' L•19.13' L=71.73' L=46.80' CB-551• L.24.45' CB-S65'04'3W N5 6' CB- 5'07'19,4 CB-N32'46'03'E CB-554'22'S0"E CB-575'23'20'W CH-17.86' CH.71.66' CH=46.76' CH=24.69' CH=21.83. ©R-950054• O R=-8500'S8" ©6.86'54'50" ©6-08'33'43' ©6.850003" T.17.51' T-15.85' T-14.21' R-400.00 T-14.14• PLAT OF T.17.51' T.15.85' L=22.21.75' T.29.94' L=22.68' CB-N20'51'59"W CB-S82'35'03'W CB-N06'37'36"W CB-S55 CH=20.536'41"W STARLIGHT ESTATES UNIT 8 CH=22.78' CH=21.79 CH=20.63' CB=59.727'19'E CH=20.58 CH=59.72' CORPUS CHRISTI, NUECES COUNTY, TEXAS BASS & WELSH ENGINEERING DATE PLOTTED DAT P 01/10/23 E-PL2 TS 1T TX SURVEY REG.NO 100027-00,TX ENGINEERING SCALE.1220TX REG.NO. F-52,3054 S.ALAMEDA STREET, PLOT SCALE.SANE CORPUS CHRISTI,TEXAS 78404 SHEET 2 OF 3 0 N STARLIGHT ESTATES UNIT7, 0 S61'17'42"E 1499.14' V. X%,P.XX,M.R. I N hl I' '- S61'18'10"E 2 3 4 5 6 7 8 9 10 11 12 13 "' I'2 N 185.00' I 6 10I I r'1. _ SUE _ - 5'UE I 26 I- 0I p it.,n rj', 85.00' 78.00' 78.00' S'UE 78.00' 78.00' 7g.00' 7g.00' 5'UE1 81.81' -I • 109.36 T f I I- a WI n 14 30 30 1: 5'UE 125.00 m mle. 0 '^ L., 7389 SF I n I$ 27 It m I I� 6250 SF I$ 85 ry I oIo W 24 - "? y} m 22 - N61'l8'101V • 561'IB'10'E --- -- - w a 13546 SF 21 20 '� 109.33' N^ N N 13907 SF w 14266 SF H a 14624 SF m^ 14983 SF 18 wi n I N n ; '"'• 125.00' u o C.;^ N e 15342 SF 15 - I I$ 28 $ $ !n i N m w=� N m '72 17 7228 SF ry ^ o 6250 SF l I O N N 16489 SF _ I m w II� \` > - � o tip, •inn-i 8 S61'18'10'E fo rno ry 125.00' L.l III J �81'1e'10'E I a /� W 11 d 2517t ry N. tO.30' N ,6,,,.;., c ry I$ FEMA ZONE% r`- I In IrI� I� 6250 SF j R 'EE 78.14' OTHEP AREAS i II, lg \ Iry -9. - I 7961 SF I �p M I S61'18'1 OBEI� o -._-_--- 78.1 ' -_.- 78.14'- 5'EE 78.14' % LtrR I Io ;�\� $ Is L� 125.00' I I j Z�' __78_74' 78.I4'/ -1 p }0• I Ir W N57'55'111V 704.65 --- --- 82.07' S'EEJ 10�E o SB92 SF ZONE X 30' T ^ 17 Z FEM�sTHER FL� 93.55• �,� a i -MiEA�S=_ _ l:`t .- _5_EE_ Z -FEMA Z�1f=AE(EL 11) _ _SST SS'11'E 7=2.98' ! �1�m I o $ _OSO PARKWAY �Tjp� NST5511�y 111.08 _ a \ FEMA ZONE%OTHER FLOOD ARFAS �1 • - -557u'=E 18y 527�_-g `1. p 55.48' 75.00'SEE - - - _ `-- FEMA ZONE AE 4EL 11) -- �- _- I �'. 75.00 75.00' - - SST55'11'E 910.61' V 75.00 251R BS.Op' ------ _ -- 85.00' S'EE 75.00'- -75.00'-• - _ g In G 75.00'- 25YR 7s.00' SEE 85.13.--1 U'W�' 13 m 8 14 v-8 15 !8 16 w 17 2s1R ____1 /// N 11250 SF 11250 SF n 11250 SF g 11250 SF B�.g $ 18 12750 SF v$ 19 m N'Q' $ 12750 SF H 1 11250 SF H I. 11250 SF c$ 22 $ 23 m-,1 125' v� H�' 11250 SF a 2q H h n 11250 SF a I3435 SF $ _ 10'UE 22 w 75.00' - - 10_UE L H CURVE DATA I NO 5=93'22'59' \\` R=15.00 T=15.91' PORTION LOTS 9, 10& 11,SECT 24, LIMIT OF WETLANDS ALONG NE 1,24.45' LEGEND: FB&EF&GT,V.'A',P. 41 - 43, BANK OF OSO CREEK PLOTTED CB=575'23'20'W M.R., MPM DEVELOPMENT.L.P., FROM C OF E COORDINATES VIA CH-21.83' DE DRAINAGE EASEMENT REMAINDER OF 126.079 ACRE TRACT THEIR LETTER DATED 11/17/21 ©A=86'37'03' DOC. NO.2017045883,O.R., R-15.00' D.R. DEED RECORDS, NUECES CO.,T% APPROXIMENTLY 19 ACRES T=14.14' L=22.68' M.R. MAP RECORDS, NUECES CO.,TX CB=N14'36'41'W CH=20.58' O.R. OFFICIAL RECORDS, NUECES CO.,TX UE UTILITY EASEMENT OSO CREEK PLAT OF STARLIGHT ESTATES UNIT 8 0 25' 50' 100' CORPUS CHRISTI, NUECES COUNTY, TEXAS Immilimil SCALES 1'= 50' DATE PLOTTED.01/10/23 BASS & WELSH ENGINEERING JOBTNOH 22 04PLAT TX SURVEY REG. NO 100027-00,TX ENGINEERING SCALE,1' = 50' REG.NO.F-52,3054 S.AWIEDA STREET, PLOT SCALE,SAME CORPUS CHRISTI,TEXAS 78404 SHEET 3 OF 3 EXHIBIT 2 O��+US cys UDC Agreement Application Date of Application: 1-16-24 Type of Agreement Requested: Deferment [ ] Reimbursement [XJ Participation [ ] Approved Plat Name: Starlight Estates Unit 8 Public Improvement Type: Water Reimbursement Approved Public Improvement Plans: Y [ ] N [ ] Cost Estimate for Public Improvements: $390,509.67 Ownership and authorized signatories to enter into the agreement: MPM Development, LP Mossa (Moses) Mostaghasi Contact Information Name: Mossa (Moses) Mostaghasi E-mail address: mothepro99@aol.com Phone Number: 361-774-3832 Preferred Method of Contact: Email [X 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 Applica ignature & Title Submit Application Electronically to: contractsandagreementsCo�cctexas.com Mail to: Development Services Attn:Business Manager 2406 Leopard St.Suite 100 Corpus Christi,Texas 78408 EXHIBIT 3 pU o ADO [IMPROVEMENTS TO ,fff,4 , ate, OP I300 mil STARLIGHT ESTATES UNFIT a N.b r LOEKE CORPUS RPUS CHREISTII, NUECES COUNTY,UNTY9 �1 C XQO " RP COMO_ g .ga.c„+:,gaga. s.rc."....z Ww.m,cR'o»e,•..ax,r,wZ.ZrE..m LEGEND "SITE' A OM , �.nr.rox 3 (UNIT B) m.a':a' FE „o„ d" a COMM omNME 11.r WC/ NO REMOKED"c Rrxerde cxwne�Er COMMIE C. aOZg RAM mrrnE ME gre LOCATIOtMAP L CUTnw UM SUER, SS ▪ S.".,c cdc .».rr MSC r...ac mum w wc",."gam. sn wowSHEET INDEX _ m^ CK"cv`m`"`[IMF. mg mem Mu.pima, r- SHEET 1 COVER SHEET AND MISCELLANEOUS INFORMATION loggrt Mann m5. FROftox ua a µ'x raw..an "' ROOM SUMPn•CM .we RT S OF MP SHEET 2 PAVING,GRADING AND DRAINAGE PLAN AND POFILE mmr3Itir- uri cereMm imr w.cr.. APco.m n mu.Ic""a d 0A4i"'`Enter. n w N SHEET 3 PAVING,GRADING AND DRAINAGE PLAN AND POFILE "" "'°°m"'0tV1""cr PPE E mrtR wr n'm SHEET 4 SANITARY SEWER AND WATER PLAN AND PROF'_E OM" Ogle H▪MIS FOR Urn LMs Mtn ME IMMIS mi mama no s,wro �ulw.rij. .wE r'"'.....C. SHEET 5 SANITARY SEWER AND WATER PLAN AND PROFLE nIR xrtnu 9.urz un srwnuc "v., Ter gam ARCM irtss.ivn`c'r""�c°9141N1gX SHEET 6 STREET SIGN AND LIGHT POLE PLAN AND onges mum Rog nornInS An- i.zrr"rtri wvaxro.ForUnt ESTIMATE SUMMARY ",7""L cc ROM d CO TWE MOMS n wmE, SHEET 7 STREET SIGN AND LIGHT POLE PLAN, BARRICADE NOTES MOM ., .on Or arm Ir.a cur, AND DETAILS oust, 'rrs.owns„.,a,un cy,[m CALL BEFORE YOU DIG! SHEET B STORM WATER POLLUTION PREVENTION PLAN OAK0' BCCOZ.EOFD DRAWINGS o x". ��Ot SHEET 9 STORM WATER POLLUTION PREVENTION PLAN v. w,olxe nxo LOAM/Mr rT,F" T.n 3.r.MOM.ar.,m cML,m'a.v ro rs.m Mc ESEM .md bi'ma wu. SYD`i{a,mm — 911� SHEET 10 STORM WATER POLLUTION PREVENTION PLAN .."...7,,A,rik .,,,, .n,.. mwz ww d ,:x7„r.ors r z ...d...n,,.+cc.w,.c STAR ' + ,H]r - Ho�me a PrRr SHEET 11 JOINTING PLAN FOR CONCRETE PAVING oi.s M'xL»oxn. nL mo-Moro owrR. emoucr rM mrrnn -00-669-&lu amLs'u Mr crw..'.LwnwM'.rmcxno"nx smc,n m`"u",»rw.wi gaga'°ru SHEET 12 JOINTING PLAN FOR CONCRETE PAVING ' _ GENFRN NOTES TRAFFIC CONTROL AND STREET I IfryT FFF`� SHEET 13 STREET,SIDEWALK AND DRAINAGE DETAILS fOzwrw"' , xrR•m m r m cw..R.s rn. "01ud`n"'@`O`"�' SHEET 14 TXDOT SIGN MOUNTING DETAILS:SMALL ROADSIDE SIGNS .+ws ' "''.° '"'»"`" Rd"W ° ra m s..r a co.Tumx na W'nR m rnn.n co r'mc"s' TRIANGULAR SLIPBASE SYSTEM r i-r.wFrxr WW'»rtr'.rd nvr . nEmga"...»LUE ' Rxmnmrx On,w-.gar .. SHEET 15 CITY CROSSWALK,PAVEMENT MARKINGS AND STREET NAME ."»vrL d cuss.n»WW snmmu,.son'srrR xw.'Ez rnnxM.n»ms,ga,rc rwmd w.m gaga .a..mm.W m ga.wn we,"gaga.,„ .,.,�,r-o»m.'s gaga..",mr,gaga..gaga,.,u,Mn PLACE SIGN DETAILS :Zs x,.e-ev mrmn. 3. sum„ow Ens n._BE MO Of THE o-vaome TO m_cm DM d mmmMoR, ,e„� wT mnw cgads+.rtS,.."r s d , M.".nr 1p0 q°^'9OiR'n-"`+°c41Pcs.mnn rwx>K togas,wrc SHEET 16 TXDOT TYPICAL SIGN REQUIREMENTS.TSR(4)-13 u +� ru ..oWExr sx...w._a.rxr man-er_n.wa acn Nam.Nam WATER NOTE. SHEET 17 CITY CURB,GUTTER AND SIDEWALK STANDARD DETAILS ^ Iwd'omx e Smrn. ^arts rd m ern-ar-».s»rnn wo w gaga".r,w.mR m nmr-M-n. o.w-»u. ,�,,..x„.o�o.,gaga mum.. ' x'.e rxd,r and.nM'.rE d i.x x»onm"iz Tr..rnnr n L.xu".0 SHEET 1B CITY STANDARD STORM WATER DETAILS realLag weo wm TAR Eert'ean wd m'aEn.,un ,.aon w«,..W"w Kt,rwrm ee ew..em.uRmrn. md"css ew'.Mo•aws odnnu SHEET 19 CITY STANDARD WASTE WATER DETAILS .c".es' n m",w cgam rrga3».gar a.e w.n"'"."wm,w,,.",M.. w ,. - r Wean, ,m d+s rw,.drt m®.rr Arm w n,Wm SHEET 20 CITY WATER STANDARD DETAILS 7"c...,,v.,, .w..L.. °""""'"'W o"""r"'"r--"m'"rM"'m"iQ-- M x,,,„ 'mc Mas wo rnecL+re''''Worn m'''tort''".. ° x'"rx rxi rxt SHEET 21 CITY PEDESTRIAN CURB RAMP STANDARD DETAILS r.w 7ME.Fr'was an...wno.a mE .,r ,�_ rwco'"''. ' .a,x. 'mr.m gaga sm.'pods L mr n"m ma`"`s..W rn r.L co-,..17, L.5. ao.va.m o.,w+dxz»m',<gart a.En».'a m rK vw.a rd"s ws"rc rr wrtr.L a moor.rw.w.Rcc Rcr rxa.oxn gar xw.rn m x ca.Wr ams n w'In!"i»x - m,rmR»m sac".rr ns oimE coucurrz sum rs mrucm. '"sER.sa a Lor'd[rz sMEEa rm r eEeraRro x NBA.In .mn rA..+.µgaga .,,.,,a,»o mLm m'rs,m m».,"nwd m a m Pm.in sawn mm CWFM CPMire,PE,...." CFM,CPM ar mn.r cricm a d»'to OH MOM w¢m MEM 3 MMen,wr»Onto MPS r , . "a a ww»w v.r.n uE w„» ."41 .70 ew,wnn zru a Z,,. v dorm'[,r.Dora,n /M igi M/FI(WFM I,' w't. s[ r ruv mrm' ' r m"w,n'orr,uac tuns�rc,..="s„:47.o ,.wwrt»ter n»ao'o nrtr Mast .0 gad. w M n r . m. ' saws x ww,r.m ur 6 . WHO 3 r • PO OMa1305.laoa caws;Man,loess w Mn"ru » 77.-3EJ2 gam»',"a..".m,.ro,o Ms„a...,r.+..cs.m rr"w"r S..ec.gad z7°trA.-,,K m �s.m»m.. gas r rw.`'''"ga ga""T.cr,u svo,"ow �,�..�,... `.*gaga MUTALS.. nrz.toe ov Mnavw.mrtam s'».RC Mt Hp.a.roWa»," ,runs.mmcoom:x.COMMMI o wx.-o»aES gaga.. !�""...... S e,.SEW.NCTra gam n»nw dwM. , FOKRE AM BE RI COM.ME _ OR MI n.c we rm.FOUSTEMME KS. Bfgall'im'Rr �,.�,/ BASS AND WELSH ENGINEERING "wm vWum.01* 3".x organ wca n¢'r wo L,S u" y1'P'""Osco mms"e STORM WATER POI I UTION PREVENTION ."oxMod gar rr me m vn"c wo van. d°f omwanz coca ec raa m,..9",n a„�L w"s r 'gaga e.'r.3 ,A01A. 00`teas c>��w.`�..>5s.]wFa MEET T .m.gan. .ar wen 1,corm nw' x, cue Lr M R gaga » d .nd.wMat.»v,E.a" ''So' ' vwmc.00 rmc*a n..n Wrc'md.Lo"n"Rrnu x.“Tor." m r.cr.no.. Mar.P. PUBLIC IMPROVEMENTS TO gaga. _ WW`w=4, Iro 0 ga..L.ry s' xw""°,m...L.o... ""r a.-.'cdn. gaga w•organ..."'»'gas n.Maur wx»m".r r Mama asmsm",w nW.ROWS r nnn STARLIGHT ESTATES UNIT B �u31"""" CORPUS CHRISTI.NUECES CO..TX . uo xwr�z FOR wr d-nrtmC CO 3»n.L 134.041On rd.En ry WPM scan rob 77w"vrart..c,erc4 r•7n."7nwn.7,rrm".ver1R1 ram ca>R0 ,,.Cemenar Wm'drnra-M keum,d'rt.'¢rw aw nor'xx x x.MEW.nor Imnr). o.m.Rm.m co-urmc'w a.E ,m crc 9 so' IOa COVER SHEET AND MISCELLANEOUS INFORMATION +.3=A nxxm min"Irc',A, I�'.-I�— i ga ga SCA, = s w. gas m wr"a.'"L s'w.M wn'." MT MM. wr. ors _. __— — ---- --- -- a. nor mo„E9�. s'ar,iay • • rIrPn.1•7171."r". .., 514RUCIO MUM UNIT 7. 5611742E 1499.14' A ra S6F27'02-E \\....., 170.00. 1 ,,-\tilg, 7° • 1 2 II I o 7 L 4 5 • a to ., r.:.1.11:1,•1." n L - -_ i,_ - 1 ' -- 7. ----:_-frEu-i vi 1 l'i) -' .--- - H gINONI,.....,.....,... • • ”•,,--,-i .. ,r/pil III . IT 16 15 1 l' . 1 / --.:-T• If® .. 11 :71T 1 .. 1 41 • i • 1 1 ' g5 , .1 !I g i:,2,4 0 ' •6 ''i 1-.- N• ; _ 1 T., _ 72251_1_i_ 1 2r, ,:.- I .1, ' * r „ _25YR r2.2t1;•:.6,i.:',,E"..2E0,D:kr•ion vr• , ,„__ , •, ..., . . ,,, ,,.., _}....,.,_, :.:.__ _ _.• ,_-_,.-.- .,_____________ . _ _______-_, -- .---_,,,,-1,-A. .__._-___ .___- .- ..,, 179 -Ur° *_----r- _..-1-4THD" -------- --- -'' •'‘' ' • '''.. 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SA__ �rLiwi sto '.- 15 1 i0 a •awe __.rrw�xE.45____ rt••zn..,� z 1 - y-.p,t n , PROP IR CL AT 5_; ■. • rt,RiKOa, 'RI rt PROP tx'At WRt • '`^.I_a�f 3'LLGR B(Lgln FO 0 ri• 100, I/1O/N M euoR TC 11rL„rt•ux �'O �" III a�P u7v[wiR 10 J Z Sulo 1•=!Y T l'[IfM BELOW 1C O BASS&WELSH ENGINEERING T I2,0C CR 4 --+L___ _.m.. •• C tt$UMLY PEG.NO, :`-OO, . 6. _ F-!x.SON S.A COR STROM CORPUS ENGINEERING S M. 3'CLEAR 2CLOW C —- - .P SR .wu , U j S - __ IT R i -•.se SF PUBLIC IMPROVEMENTS TO ��tbrp'!��y/ •.a..,r or" `-P1roP e'wc.s o o.••,t Ma e•wC ss s G.wx__ __ ~PROL'_!H'T xc OHxL g CORPUS STARC FIST I, NUECES+CO., Tx arHo Oes�re'�sisi10n P.n a•a n'o.7O SANITARY SEWER AND WATER ROFIIE-SS LINE B(OSO PARKWAY). / wa PLAN AND PROFILE p .,.w,,.,E...•a,w n R ,,.a..o>s nwmics _ � ��Le: we,u� PROP 12'AT,Y, (,•) .0. 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MP • n ,..$$o-t OUP*rrlm.m. e�..� w< NYIP t TNO W1 MOP 21t• •C-4 PROP 1'PVC WIR T*' . ,a ir>I�r J w ik J'CLG 1 BCLOW 10 a n ° R PROP 12PlL WN ; rp.T iscoo.co.47::::::18.1ttt vI10)'Lag OCLOe TC` , nmt n ___ -«1 ■___ J':LfIF MLW tOC10' 10OZ1 �E _. � wr�Ivw , an . ,�.L----- .a a rr1 JarRDPe'PR .%MN et' 5- 2 Wr us s i� s a _ B 23' ]V 1°O PROR erw. l 0HR \ t• /N Uo t. PROP BTNC SS Co04, ht.M Ix.Ix.D �0O ON1t CNC SS �wmv.tv miss SCALE,1 0 r 0 0 0 BASS k WELSH ENGINEERING PROFILE - SS TINE B(OSC PARKWAYL PROFIIF-SS LINE D(KRYPTON DR( Tv w<c. lDs°x+-ao.1R EWOiHEEMNO•Ec. r-sx,ws:s..N�Wia srREE*,coRPus cRan.1rJns ie:w PUBLIC IMPROVEMENTS TO STARLIGHT CS-ATES UNIT 8 CORPUS CHPISTI, NUECES CO., TV .. ,•.... SANITARY SEVER AND WATER PLAN AND PROFILE �_--___ PLOT SCALE, PLC: r. _•. � SCALP scuE H.T� N0: rr- -- DA4 n�v01TIto 1,1lH. So-.E.=0r-11- S61.17'42•E 1499.19' mama IST.M.S USG 1. g STP ^MI MI T . S610 70. 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U y.usour[CM S.Lc sup sm. n SCA1 BASS&WELSH ENGINEERING 11 _ra Y .. .�.�w. SURVEY MC.NO 10002v r TR ENGINEERING REC.NO. I,A Ws. 1,2.)ON S.AUMCO.STREET.CORPUS CNN..MRS 76404 IR'16I PUBLIC IMPROVEMENTS TO PIP.Ro. ▪ 1 , M STARLIGHT CS-ATES UNIT B OF r-sow • a r N1 51 Ni.T • u - >M.cx wv'Yon nuntos CORPUS CHPIST I, NUECES CO., TY • •'b"sit..MR Y art WOE E NOLO3 u •SNrNn um..>uwN uTR. ° u MUM a PPE T cM¢ ) a a w uW .., v STREET SIGN AND E POLE PLAN • ) ) M o •PM.v..so PPE PRO • u ° ° AND ESTIMATE SUMMARY . SIP.Sa+III wuumx N .V. 1 V .i71". FITESCNF:T Gil=: — __ (nM� ,GDE No:aa.. .= ==== sSwttE;�. '' S,Y1 ET • \ SUW102.1 TI mom teerr '' Sfi t't]'42'C 1499.14' wu.wN, .n u. � I? 72 ...r Eil SBt'te'10'E E _ Alp '--- i , , . . 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Da,.....Ms,L75 • .rw ..,r aw .o.,, ., ...n v�r.w.. ni��:a..��w,.0 ———— 7700'0rW — r,,K r w w,K.a...avnnn r.re.n<nTr eu.,im ---- — — N66'23'S0'W 413.51' B, - J L_ 5 4 N50'S0'2B'W _ /6A,D I N.m 259.6p' 6,•H OS' •.4_ N5/'S5 t 1 941.13 es �66j03 rwRarer:�,.�' _ a .'.r No,,e 6 5 ,Z',cm.v.nv /„/v 050 CREE< .rni r i. , w_ maRw47:1aeRe i.,-4 iiwn n IVTIMIG AS K a w ovu rm,wc ',1;.▪' +.sues 17.771. RnRAMO role COMTRUD1gy ® Sms.1.R.P. B D P5. 50 TOOTDir SCALE 1•=30' BASS&WELSH ENGINEERING TX SURVEY REG.MO 10001•-00.TX ENO RO REG.MO. r-52.JON S.NAMELY STRUT.CORPUS C11.ICUS Tatar PUBLIC IMPROVEMENTS TO STARLIGHT ES-ATES UNIT B CORPUS CHPIST I, NUECES CO., TV STORM WATER POLLUTION PREVENTION PLAN '��01 ��= X E i Stel£rT FL=: rw,n vw• SDALE M: 015 No:__. DM'LOTTED 9,VAr/N SHEET 00 8 v RL P Y4 R>. S81'17'42TE 1499.14'oe. P 561'18.10TE \ TT a . ssOE ° > OT s • Ts`, v — +s I" 185.001' CUE Ak w e LF °UE , 2^ \O A k,' og -I- 21 20 151 �.__ GI I dot---'- IR 17 a .,Leo.o 0 11, 2 W ow PARKWAY s —25,1E - - - - -- ---- --— it 10 SO x, i to 2324 f I AIR N57'5511 941.13 ------- -------- _---___J g� i s xono.4 LOTS 0,10 k 11.5.1 a.. BRA,OF OSO CREE. WED „/I atT TN[R LETTER WITS DSO CREEK 'MUTES NM CENOTISCHTHI _. .ate..... 0 E5' S0' mo. MO& 1/5/a. 5[A.E 1'•SW BASS&WE_SH ENGINEERING la wRvl.RIG.NO 1-00.1% G.NO. E-' 5051 5.AWIEW s�'mEn.CORP05N CHESS TESES TeM. PART TC IMPRIIVENENTS 7f1 STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI, NUECES CO., TX —"—E.3.-:'-th— STORM WATEP POLLUTION PREVENTION PLAN �_ PLOT SCALE- •..1R FILE: now — IwE IN: 00` Nos No. AS vrw sus T ,pas SHEET J-OT_ • SITE DESCRIPTION Na EROSION AND SEDIMENT CONTROLS ATEPROJECT LINES: STARLIGHT ESTATES UNIT B STORM WATER MANAGEMENT;STORM WATER IRA PROmoro RV NE STREETS PJK INKS S E MIIRA N PROJECT aSCRPTMR, THE PRIMARY ACIM1E5 WILL BE PAVEMENT AND TILTY CONSTRUCTION AND LOT GUTTER WILL CARRY THE RUNDEL IQ 1 LEALLLSLKIN_POWs __ CONTROLS oI RE.MALNWNED IN GOOD GRACNG ANO FINISHING WORKING ORDER A REDACT T Will RE DONE ALIKE EARLIEST DATE SOIL STABILIZATION PRACTICES: POSSIBLE BUT NO LATER 11MN J CALENDER DAYS AFTER THE SURROUNDING EKPOPED ARQ ND.5 DRIED SUEFICIENTLY 10 PAR/CNl fLIRI LR DAMGCL!ROM NW(EQUIPMENT. ME.JCR SOL DISTURBING AMITIES PAVEMENT AND UTILITY CONSTRUCTER AND LOT GRADING ANO TEMPORARY SEEDING F JAEAS ADCENT TO C.F.CFKS AND 000NAGEWAYS SHALL HAVE PRIORITY FOLLOWED NY FINISHING _ PERMANENTWL1 PNG.SCORING.OR SEEDING 1Y DEVICES PROTECTING STORM SEWER INLETS. - MULCTING TOTAL PROJECT AREA: 16.TB ACRES SOIL RETEM)0 BLANKET INSPECTION:ALL INSPECTION WILL BE PERFORMED BY AN INSPECTOR EVERY WEEK AS WELL A5 - BUFFER ZONES AFTER EVERY WE INCH OR MORE OF RAN(AS RECORDED ON A NON-FREEZING RAN GALT. TOTAL AREA TO BE DISTURBED: IB.)A ACRES __ PRESERVATION OF MTURAI RESOURCES _1D BE LOCATE°AT THE£RIXECI. L).AIEJNSPFCINN AND MAINTENANCE REEOBI-JBOI RE WEIGHTEDRUNOFF COEFFICIENT DISTURBED AREAS CN WHICH CCNIIRUCTKN ACTIVITY ITS CEASED(TEMPORARILY OR MADE PER EACH INSPECTOR BASED ON THE N TI SPECION RESULTS. E CONTROLS SINE BE (AFTER CONSTRUCTION). SX RMAM PEFNII SHA WHINL_BC STABILMEO WHIN TO OAK UNLESS JLENDES ARE SCHEDULED TO TENSED PER IOC INSPECTOR RCPIXRI. (A RESU _Eo PIIMIN�QAYS, WASTE MATERIALS CONTRACTOR SHALL PROVIDE A WASH CUT AREA FOR CONCRETE TRUCKS THIS EXISnNG CONDIDON OF SAL It VEGETATIVE AREA SI RILE DC AT A LGTION Owl NT WILL NOT ALLOW ANY DCORIS OR CONTAMINATION To TO ENTER COVER AND P.OF EAISTNC VEGRATNE COVER:SnAS�ND USN COVFREU LAND. THE INLETS OR STORM SEWER SYSTEM.ALL MEASURES SAL BE TAKEN TO PROTECT THE CIORN E LOPES -- SIRE/ETC/RAM PRAC CEO' SURROUNDING AREA FROM CONIAMINAIION.MASH OUT AREA SHMLLL BE RESTORED UPON PROJECT SILT FENCES COMPLETION. ALL WASTE MATERIAL SHW..BC COLLECTED ARO SECURELY STORED UNTIL REMOVAL -HAY BAP DAM FROM JCBSITE. NO CONSTRUCTION WASTE MATERIAL SHALL BE BURIED ONSITE. D50 CREEK —ROCK BERMS NAME OF RECEIVING WATERS. DIVERSION.INTERCEPTOR,OR PERIMETER DIKES SANITARY WASTE ALL...ART WASTE MALL BE COLLECTED FROM TIE PORTABLE UNITS AS NECESSARY. .— DNER510N.INTERCEPTOR.OR PERIMETER STALES IARRANE-SEQUENCE OF CONSTRUCTION(STORM WATER MANAGEMENT)ACTNTDES _DIVERSION,DIKE AND SWAT!COMONAI TONS DRAINS MOTE VEHICLE TRACKING: TOE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: _PAVED FLUMES I PONSTRINIT"Sr T ENNCF"CI EAR WORK AREA IVSTAI IRA RPS(WASTEWATER —ROCK BELONG Al COHNSTRUCIKR EXIT _HAUL ROADS DAMPENED FCR OUST CONTR. STORM WATER AND ROTATE WATER) TIMBER MATTING AT CONSTRUCTION EXIT LOADED GUI.TRICKS TO RE COVERED WITH TARPAULIN —CHANNE.LIVERS —EXCESS DIRT Cu READ REMOVED DAILY 2 GRADE PROPOSED P VEMENT TO SUBCRADE ELEVATION.COIPACT _ SEONWCM TRAPS _STABILIZED CONSTRUCTION ENTRANCE SURGRCDE CONSTRUCT PAVEMENT GRADE LOTS — SEDIMENT BASINS STORM INLET SEDIMENT TRAP REMARKS:DISPOSA AREAS ST %I ES AND HAUL ROADS SHAH EMTUE N CONSTRUCTED WNW, R. UPONCOMPLETION OF CONSTRICTION, CONTROL STRUCTURES _ STONE OUTLET STRICTURES THAT MILL MINIMVE AND CONTROL THE_AM;UNI Of SEDIMENTI .1 MAY ENTER - NG BS CUR AND GLITTERS WATERS$ AR OKP05A EAS SINLL NOT Y U BE_LOCATED IN WETND.RATFR$y1YlOR — _ STORM SEWERS STREAMBED. CONSTRUCTOR STAONG AREAS AND VEHICLEMANTENAHNCE AREAS SHALL BE VELOCITY CONTROL DEVICES CONSTRUCIEC NY THE CONTRACTOR N A MANNED'D ANN OF EF POLLUTANTS.ALL WATERWAYS SHALE BE CLEARED AS SOON AS POSSIELE OF EMBANKMENT.TEMPORARY BRIDGES,MATTING.FALSEWORK.%LNG.DEBRIS OR OTHER OBSTRUCTIONS PLACED DURING CONSTRUCTION OPERATIONS THAT ARE NOT A PART O INI HMS.)WORN. CONTRACTOR SHALL PGOVICE ALL PERMITS AND INSPECTIONS AS MAY BE REQUIRED BY TCEO ARD EPA.CONTRACTOR SMALL PANNE NO AND NOI IF REOUIRLU A RECOMMENDED ...... KO' TOE-IN METHOD Lh M1 `\ t WALED JAY OR STRAW I FLIER FABRIC \ OWN=PIMOaII glIlVC1gBWITH REINFORCEMENT /� ®AiPofw4� m. f" ' ' G•(TXm)TO B•(20cm) ....................... �� YA 2•A Jg• MN.FABRIO IN NDH (5cm.Scm AT In) PLAN A ROOD PEGS NOTE:CONTRACTOR SINLL DETERMINE THE LOCATOR OF `\ U WASHg ART AS A KOUT.TOWD OF STORM WATER POLLUTION (SWP PRE...PLAN PP). a .2m)STEEL C e� \\` 1` Y Y Y 1 R E .01)0(2/m)SPACING • ELEVATION PLACEMENT FOR BALED HAY ¢/ FILTER DAMS % „�j IS cm) A\ MIR.SFAB)RIC IN TRENCH - MCNEILL TITER FABRICI.�, LYY B ET TMIN. en. l.^iz (IS cm) G4NA 1/26/24 1.-CMIN UY%� \1 (O.Am)MIN NOTE:POULTRY NETTING BO -SI MIL NOT CC BASS ANC WELSH ENGINEERING RUCHED AS A TX REWRITTEN NO.E-SE.3054 S.A TMHEDI.STREET SECTION A-A REINFORCEMENT Cana CHANT.TEX.COCOA MATERMN. SEDIMENT CONTROL FENCE PUBLIC IMPROVEMENTS 10 STARLIGHT ESTATES UNIT B CORPUS CHRISTI.NUECES CO.,TX STORM WATER PCLLUTION PREVENTION PLAN ow Aw0 uR w .W�. RI i.TIAo A A> n �... .GK M.•. p 561'17'42 E 1499.14' ffi R4 4-1 64K ..)). m s • 5 s e • 10 I 5 I • 5 \-F •, EVE -I-'Er s,4r )• .— w—_—ED r ]0 tR8 ze��� I6VI'F r:. 'BE ,. 1e 17O 1. IS I• E 'n -�'3 : IM Iml..v.nEE, u i 1 '. : •1 ! I:all': ';''''',:p4. :.''''''.' \ ' '�N�WiYW��Y 1" �■■ YYtrWrWYiI .•._... . a� �� I og iti MI 1♦■■■ 1 11111■ p'it l �° st i o 11%'yy�i1W�N��t/*�! =RR �u"�"^� ■`�W rWl ' i2 : 2 s s t !s ' B :'.e1 1 iEW aF _oe Y ---- ---- — N59'2411'W 1 3 72-00'031V . 1 J— t E I ou_------- Nfi6'23'S0'W 413.51• 6.96' \ § Li i�g5.1 — ——_ N5T55'11-W 9q y N .nNw M o0°.r.unwwrCr Sri r MY C OF P. mon u,m I0 2 7 n OSO CREEK REL AUG FDAC0I.TeVCT10. Dim/'). BASS k WFI SH FNEINFFRINC, TX SURVEY REC.NO TN ENGINEERING NEC.NO.. F-S].JDN S.+1/41E104 S,NEET..2•CNPNS CMS,Tn.70402 PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT B CORPUS CHRISTI, NUECES CO., TX •_ y� y JOINTING PLAN FOR CONCRETE PAVING SCALE.1,50 1101 S(E(•LL))E:r FILL ,r as r r�r, SWE W.. r T.'� OM PUTTIED M/./n SLEET 11:17-_ \ Y xx r xx NR mar R. SB1'17'42•E 1499.14' PX — 1 I? a 5611B'10•C TO e s , 11 +x Is I- 0 185.00' ns . a e u ,� _ x\:-.) -- --_ �:I . ■ . 1 �• 1 a I " 4114411 t«ux le 8 IN r }_ _� EI o I�Rm 1 xe 6p • wY A R r ru ie I I G w 6q .V b Ix�um aNRD(Ruy - I j; — e,——— s'¢ — U t4 b ��� I rloiau.ai.r, Z:, 6 la — ---- —_-- _ _ . . n I W� OMPeter 1 ■ ■ ■■ — f rom L.I I o fCWr NIIIII(iiiY���m�li n - �C► R„> E Q� � I ! .gin--= i' V 10 ,R • 4fi21 eel 22 Q �{ - -- -- ,R.- - + to .ram �,"""wo.," --}-- o— _ -� + � alx N5T55 11 941.I3 . } --_— LET*up w M mtor�R uR y— I 1+D E --4—_'u PORTION b15 9.1D SECT x.. �.. . O MO CREEEEK r D12o .3.D VN DR R D IED,t,; R. REUPRRG FOR mammy 9 BASS&WELSH ENGINEERING 'x s11NREv REG.NO 100027-00.II ENGM:ERI.REG.ND. r-sx.3054 S.Alartd SIRELL CORPUS CHRISM,TONS 7e404 PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI, NUECES CO., TX 0 25 JOINTING PLAN FOR CONCRETE PAVING SLYER 1'•SD SCALEbk PIA: _ ^"r DAM PUNTED 111916 SHEET.AL07_ O TO POLO CON.,SCRS Y" ucxi•w aiM/1d W M/l6MII r OR wE.wx.m 1r SOAK ilMEM moot.or tooac ,::,7,---:ii.4.--- NNE ma's "�:. w....� "M:' 441. w•• V PCCP CONTRACTION(SAWNT JOINT DFTAII.w (IFTAIL-FND OF ROAD RARRIC.ADF now CICANO wrtask ow.=a I rt R gm 'Y + ;M��••• INSTALI ATION(OBJErT MARNE 5 OM7� IQ TAW � rwc,0x ury I.s.peal r..�.,.Irm) awru w=,0 W»Wu+a[»:x[.0w[t1= Malt op r x'd , y CAP NW THIS DENJL IS AN EXCERPT TAKEN �[• 'TM » i RCM CITY STANNRA STORM WATER DETAILS,SHEET 3 x..n[pr.MNW CO.S.mwT ........... �r"�� '� .r,x m.°"»^r' YEXPANSION JOINT FOR PCCP c .a.,M ua,..a e.a.ma. ✓s TAMPS'INColtrAILL Am To fa. FXHIRIT FOR I SE OF HDPP (HIGH DENSITY ., ROIYFTHELENE.PIPE) FORJTORM WATER PCCP(PORTjANDS.EM�NT_„DNDREfE PAVllfi)NOTFS P wrr S,a I N s 8027,41113. rnPP r..,or,,,,..,,.,,•.pen ; to To ..»..,, e r rr rwwum.. _ -__ IN. vv,,.,.m,x.w wnro as.., w,Y TYPK'AL PAYING SECTION SHOWING HEADER . �.„,. or>. :.. %,u,e CURB DETAILS ,I m soma WO ..»/c„e1[ Tn. w.[.<[.rAWP�N 6 r Ma W pM6d YM xf.. .u.,,. [m,,»5� --. a ,w. ux[rx t tXT.LL wT A.[,Iw • I x.n»up TYPICAL,JOINT AT (JryryC�TION OF 'v r ,. to.OF amw[�» ,vwvMox rc we Tp p.,w. „rm .T» EXISTING PCCP W1T)+CROPO$ED-SCP mn.r l aSTREXi 1.0 um o pxnx:� m x. nsri c):aOR 34 uns+rprx - ��ww_ m .r...,u` IuuAsvpru epru awn nn�W vsl vx.w.Y TYPICAL STREET SECTION— FEi ROW 41).............. �^r4� NON SIDE La sw[W WOO.r,»[Mn m s..e.s. � `r,"a 1°u C.-u "" a=wY.. .a LAO Tm,.sot:co;nor, ORAN OWN.WIN F.r0 vox 3.40c r9 SO ROM RON I YPICAL SIHLLI SLCIION — US0 PKWY LOOKIN(LSL �, 8.*4800 in to ..—,,,— Priiiii=1 TW.:KM A"T,:fa= L.110LOBCD TOM OR WM I.OF W.WM r, BASS AND WELSH ENGINEERING "w'�N TX IW STRATION NO. -51.SIC4 ECA SIT ma.OF v,a.waA.[.r Imil Lyn '„w-R,"'0 CORPUS CHRISTI.TEXAS ie.aNE[ con wv ro x,N,.a coo 'max'', Mss mMa. PUBLIC IMPROVEMENTS TO SIAHLIGHI ESIAILS UNII B CORPUS CHRISTI,NUECES CO.,TX TYPICAL STREET SECTION— 50'ROW m STREET,S I DE WALK AND DRAINAGE DETAILS ow_ sKx Im2 ae„ _ on Iw,c[MLO,. ..'• smut aL TRIANGULAR SLIPBASE INSTALLATION GENERAL REQUIREMENTS rtf .�ieGENERAL 1100ES, II.Ppef HATE Slip Dee Will be p•INYWlf Iy weed to Indicate erafetir.Wheq aster,end 10aotia of Nit I0 Bn%Dlrq« werping«•deism ro cpprawl W the ilp0i Trf le 6fand«brwr. lfl0ati There ore for iOUs devices approved 2.eptr1O1 used tie Do•t with this erstw 4g11 m,fofa0 ro Otto rotEnpl Igelng eoecaY .10. IS*General Up,per PION rapNate!I la■i Tube top 12.6T5•..side diameter, the Triangular $I ipbpse System. 0.1N',Iblrol•all th14r,•ee Please reference the voter Sol Producer Seamless oreimtria-reelsslle..led steel tubing or PIpe Ede slip Base for approved slip base systems. Otter.enteel i eo M 1*Ifs Ain tt all« Arad they.•t IN fallout., I \Inn httpl//pew.tsdot,qov/business/producer_Iiet,him 70 boo ni Wiwi chine tennsu.n°rwlpmThe devices shall be Inatolled per too.triton..Xafla In 2' —tr ••frtclrolousjfoctirere. reca,irendot ions. sbIl MIW*••Newe•al WalI W•iMin Mto rarc.or 0.12Y fo 4176•Slot➢ii 'n'•rlw• O tsie*hater wow.M.Inn De amin MS rope of 2.M7•ro LOW tilt ate.aYreepefreInstallotian procedures Shai1 beGalmalzorlan err ASn Ili!a ASn W!]G210,fr Dr•mofea swl tublrq IASIY A6031,reopor61 m ISM U2 II regllr*0 y hce outside dldtoter geld sew y metal Help lath Eire wire err Ain NSS. u15 as eerurdetvr provided to the Engineer by Conirpctpr, Schedule a tope Iz.6n•angle ala.trl wiraizm per / 0.276'Hebei wall thickness ■ It..IK'GOlraizlrp.' Sigel rualrp Or ASn 1500 O'C Lib Bon l eat.to Other..blew r elnctrlc-rslstac•welded Owl tubing r pipe e1t11 eb1get.nt 6 • 2 Ir2'. I S aut.lb waeta as mI I Weems*wen be used If they weer the rot twine _ �1111e6� _ Koch PSI alto lama vista strewn 1'Yvm.. : ■ = 62,000 PSIe .1.......Ile 2strorg. VII�' loll tnl0 .nnaaats1l snarl awl Min the rope of 0.216•to 0.701- g •.. 'Y O,r01I o1mt IIIispAll sror l e elthln he raw of 2.e55'to 2.115• GnlmalzW la r err ASn A. ppee 1 Se Orr Traffic Operation Plead,eYMlt.far detailed rw b lree of elan slob a.Nome e8� *tweed rrloprlr SI reeve Systw oewwwe he welt.ere.le hie 44EE • 1.Sign Ypp is Ynl l not be..lied e.w.t rune Yoe,Stan bowl caw wail not be muted. £� diameter heK Pr1 Prowler PROCEDURE PROCEOI E.= ''na 1/2'diameter ftwert a a0 Cr v retr. 1 I.Prepare 12-1n,drawler by 42-1rrl Dew role If eerie rap,if epgnsre1 the depth Of the ,.7b Its 0*0ia may a rake*•wI Met It Is eeto0 1 a einl en of 16!wee Into the solid roe. 6P. Clow A cores i' 12 2.The Veeatertoer iwn cows.pint..ern W concrete dew n a 2 cubic yew s e mind wind c parable, 21'err. Witel•cattalo, a aliawE snail Wawa.Is•}fen 4S cubic 100 Orb,Ira mixing In 0 • - wy by Engines Concrete Of 0l be Claw A. 4 Ron the pipe end or the slip poet stub Inca r 0 ante or ate carnet..brae the sub Dock tip retried!.whip It auto Into he=mole to dery wad unbar Paw Ow mrwt.and•taA -rel„Irwd _1�— GOOD..ro geA so.Into he oor•t•will it Is between I to tt Inches Pow to retie concrete foe..(ebl l a u..d • 4.Pei the•I.Y e1 1w a winless of 4 dew to W.a•m Went.directed y Ore Engl.., i.The tr!ovularew sllp system Is■ulttao-etia swimsi pl ap le to HO ..wl efrle,free a,y to flse ps rote a In the afrwrio, pla•1.fanwrla Depart I.Ynx10 fdr aDrae 2.!aP W mewl•. Cart.ledge a troy the.rrae 1 the elm,will De 7 to 7.5 Ire end ttto saw of the LSr•1e. 11.e,edge of in Ate lIp HI el IN p1W le below the edge 10 owetom r 7 to T.s lest .. . . . . , awe slip plot.M the slip plats le mow Otto edge or the trpwlwy.Tito M Intl l be Dl,i as I,.Dia—el 2.Attlee•I an to•urort WNp aamefl as Yawl.each slip 1.pl•*lee 0. Iwfallw a the we nllecrer.1 EWE a am trove owe*,Phew eadr ale,1•eelmaleea S..SI0ISIIP-21 I« SY ng SGe KSY it XXQ[1115•(e-X[QI p CONCRETE ANCHOR Concrete eanr eoelate Ofs,v Olaeefer We bolt elm 1YC series bolt weals on the door et4 6'nln Maury ns net per Kn A563.tip to caw herder*,weer per Asn MA.Inn MO en Intl I We a Pinitoa IM1=1eel•61M=0 or Iola yield a,ultimate t•rnl le strew* or 50 end 75 MI.reweriwiy. We.bolts ere where roll be el Inc w I wlra lz•a per tow IK. GDlq,li- irp.•West.type crone.shall Tams Depor/elef*of Tronsporlol/m tare stub bolts Installed•Itn Type rrlr.!Nn'IM 2Msen plw oatonucnw Ill eaamr per 06 61e.'Epe(00 ®Ye�m`+gym www mayPlowe ferPe asters SIGN MOUNTING DETAILS • • . ■ Hoye aced War Pewee way .tree per the wenufetrr•• .....r.a..... -- �taweaat7a s.TOP W bolt Wall SMALL ROADSIDE SIGNS era W lepef doll lath fed Of Ole nut en Instalw4Tnn TRIANGULAR SLIPBASE SYSTEM 44,017 •'? LE Wooer Carrel•Anchor- WI Indt*l lea In 4000 pet - 6 wows.weed a elnim n of wipe ware.wit.a 5 I/2• .' 5 If2•and forge to sin.of ninIa 000Oe,t.Nall now a SiIO(SLIP-1 l—08 ;mk"..w0. �_ 50 It-ie1.*err were ern inn a iambi*replan oat Ow S'. we ineaOn or Ravel.type. of 29e old 3100 eel.respectively. 9,.,a had,. t' SS SO SCCA/SW TT Xomlott510-IITZ0I ©r�dOrFnI�AY ,v 10.Arm Inc In new k� e a we,Mr w —n JO See m/os/x. a: .. 260 I BASS AND WELSH ENGINEERING x RESSIR47..r- AM SW STREET cbnn CHRIS,i''05 TEe 7114-a1 PUBLIC IMPROVEMENTS TO NOTE:SCHEDULE 40 PIPES STARLIGH-ESTATES UNIT B MAY BE USED FOR SIGH CORPUS CHRISTI,NUECES CO., IX POLES. 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I.•••,1 TX FIT,ANDTRPI ,IFI, Ha.3,,:n.INFFRING MM CORPUS comsn.1C WAS TRIOS PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI.NUECES CO..TX CITY WATER STANDARD DETAILS _... -UN —r.„M• -.......- ..,A. , * .. _-.•v} \ • • • • • • • • al - c .k ISMJAIMILIVRIRRABBSIMI • Ol//OOS/24 BASS ANC WELSH ENGINEERING 1A 1.4111.1.4 w.1 u.SP.S.AAA.MEV Camas CHI•S 1.MOS]MO. PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI,NUECES CO..TX CITY PEDESTRIAN CURB RAMP STANDARD DETAILS wn alnnm awmly v EXHIBIT 4 Exhibit 4 BASS WELSH ENGINEERING TX Registration No. F-52 Survey Registration No. 100027-00 3054 S. Alameda St. P.O. Box 6397 1/15/20241 Corpus Christi, TX 78466-6397 STARLIGHT ESTATES UNIT 8 GRID MAIN WATER REIMBURSEMENT ESTIMATE WATER ITEMS ITEM DESCRIPTION QUANTITY UNIT COST TOTAL 1 12" PVC PIPE 1862 LF $ 120.00 $ 223,440.00 2 12" CAP TAPPED FOR 2" 2 EA $ 1,250.00 $ 2,500.00 3 12" TEE 6 EA $ 1,850.00 $ 11,100.00 4 12" GATE VALVE W/BOX 6 EA $ 6,600.00 $ 39,600.00 5 12" EL, ANY ANGLE 4 EA $ 1,500.00 $ 6,000.00 6 6" PVC PIPE 39 LF $ 80.00 $ 3,120.00 7 FIRE HYDRANT ASSEMBLY 3 EA $ 9,200.00 $ 27,600.00 8 6" GATE VALVE W/ BOX 3 EA $ 2,000.00 $ 6,000.00 9 DOUBLE OR SINGLE WATER SERVICE 21 EA $ 800.00 $ 16,800.00 10 6" DIA X 30" PVC PIPE NIPPLE 9 EA $ 775.00 $ 6,975.00 TOTAL $ 343,135.00 7% CONTINGENCIES $ 24,019.45 11% ENGINEERING, SURVEYING, TESTING $ 37,744.85 LESS WATER ACREAGE FEE $ 11,011.00 TOTAL AMOUNT REIMBURSABLE $ 393,888.30 EXHIBIT 5 Exhibit 5 City of Corpus Cored m.Tea Department of Development Services City of P.O.Finx9277 Corpus Christi.Texas 78469.9277 d6 Corpus (361)826.3240 j-' Located at 2406 Leopard Street =Christi (Corner of Leopard Si,and Pon Ave.) DISCLOSURE OF INTERESTS City of Corpus Christi Ordinance 17112, as amended, requires all persons or firms seeking to do business with the City to provide the following information. Every question must be answered. If the question is not applicable, answer with"NA". NAME: MPM DEVELOPMENT, LP STREET: P.O. BOX 331308 CITY: CORPUS CHRISTI zip: 78463 FIRM is: ❑Corporation •Partnership ❑Sole Owner ['Association E■ Other DISCLOSURE QUESTIONS If additional space is necessary, please use the reverse side of this page or attach separate sheet 1. State the names of each "employee" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named"firm". Name Job Title and City Department(if known) N/A N/A 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3%or more of the ownership in the above named "firm". Name Title N/A N/A 3. State the names of each "board member" of the City of Corpus Christi having an "ownership interest" constituting 3%or more of the ownership in the above named "firm". Name Board,Commission,or Committee Mossa Mostaghasi Capital Improvement Advisory Committee 4. State the names of each employee or officer of a"consultant"for the City of Corpus Christi who worked on any matter related to the subject of this contract and has an "ownership interest" constituting 3% or more of the ownership in the above named"firm". Name Consultant N/A N/A CERTIFICATE 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 MOSTAGHASI Title: GENERAL PARNTER (Print) Signature of Certifying Person: —'X..-----l 8-18-23 Date:_v____ L. KiDE VELOPMENTSYCSSHARFr)LAND DEVELOPMENTORDINANCE ADMIN10TTtATIOC APPLICATION FORMS.FORMS AS PER LEGAL20 121DISCLOSCRE OF IXI ERSSTS STAT MENTI.27.12.1)0C