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HomeMy WebLinkAboutC2024-299 - 8/20/2024 - Approved (2)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 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 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, Toss, 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 Toss 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 V r 1% , 20 25 ATTEST: Rebecca Huerta City Secretary APPROVED AS TO LEGAL FORM: 4-tteA bu z-zl Zs Buck Brice Deputy City Attorney For City Attorney (Date) ISTI ichael Dice Director of Development Services OALQ3 AUTHORIZED BY COUNCIL SE RETARY 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 By: STATE OF TEXAS § COUNTY OF fL)ic: C,eC,§ Moses Mo taghasi General Partner This instrument was acknowledged before me on Y%r� 0Ca5by Moses Mostaghasi, General Partner of MPM Development, EP, a General Partner, on behalf of said corporation. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 -/4-\d„ Notary Public's Signature Page 13 of 13 EXHIBIT 1 STATE OF TEXAS $ COUNTY OF NUECES $ WE, MPM DEVELOPMENT. LP. HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE LAND EMBRACED WITHIN THE BOUNDARIES OF THE FOREGOING PLAT, SUBJECT TO A LIEN IN FAVOR OF THAT WE HAVE HAD SAID LAND SURVEYED AND SUBDIVIDED AS SHOWN, THAT STREETS AND EASEMENTS AS SHOWN HAVE BEEN HERETOFORE DEDICATED, OR IF NOT PREVIOUSLY DEDICATED, ARE HEREBY DEDICATED TO THE PUBLIC USE FOREVER AND THAT THIS PLAT WAS MADE FOR THE PURPOSES OF DESCRIPTION AND DEDICATION. THIS THE DAY OF 20 MOSSA MOSTAGHASI, GENERAL PARTNER STATE OF TEXAS COUNTY OF NUECES THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MOSSA MOSTAGHASI, GENERAL PARTNER OF MPM DEVELOPMENT, LP. THIS THE DAY OF 20 NOTARY PUBLIC, IN AND FOR THE STATE OF TEXAS 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 WE APPROVE THE SUBDIVISION AND DEDICATION FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED. BY: TITLE: STATE OF TEXAS $ COUNTY OF NUECES $ THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY (TITLE) OF THIS THE DAY OF 20 STATE OF TEXAS $ (NAME), NOTARY PUBLIC, IN AND FOR THE STATE OF TEXAS COUNTY OF NUECES $ I, NIXON M. WELSH, REGISTERED PROFESSIONAL LAND SURVEYOR OF BASS & WELSH ENGINEERING, HEREBY CERTIFY THAT THE FOREGOING PLAT WAS PREPARED FROM A SURVEY MADE ON THE GROUND UNDER MY DIRECTION, IS TRUE AND CORRECT AND THAT WE HAVE BEEN ENGAGED TO SET ALL LOT CORNERS UPON COMPLETION OF SUBDIVISION CONSTRUCTION IMPROVEMENTS WITHOUT DELAY. THIS THE DAY OF 20 NI XON M. WELSH, R. P. L. S. PLAT OF STARLIGHT ESTATES UNIT 8 FINAL PLAT OF A 16.777 ACRE TRACT OF LAND, MORE OR LESS, A PORTION OF FLOUR BLUFF 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 CORPUS CHRISTI, NUECES COUNTY, TEXAS BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 STATE OF TEXAS $ COUNTY OF NUECES $ DATE PLOTTED. 01/10/23 COMP. NO.. PLAT-SH2 JOB NO.. 22004 SCALE. 1" = 50' PLOT SCALES SAME SHEET 1 OF 3 THE FINAL PLAT OF THE HEREIN DESCRIBED PROPERTY WAS APPROVED BY THE DEPARTMENT OF DEVELOPMENT SERVICES OF THE CITY OF CORPUS CHRISTI, TEXAS STATE OF TEXAS COUNTY OF NUECES $ $ BRLA 4. WHITMIRE, P.E., CFM, CPM DEVELOPMENT SERVICES ENGINEER DATE THE FINAL PLAT OF THE HEREIN DESCRIBED PROPERTY WAS APPROVED ON BEHALF OF THE CRY OF CORPUS CHRISTI, TEXAS BY THE PLANNING COMMISSION. THIS THE DAY OF 20 KAMRAN ZARGHOUNI AL RAYMOND, 111, AIA CHAIRMAN SECRETARY Plat approved. 2/22/23 STATE OF TEXAS $ COUNTY OF NUECES $ 1, KARA SANDS, CLERK OF THE COUNTY COURT IN AND FOR SAID COUNTY, DO HEREBY CERTIFY THAT THE FOREGOING INSTRUMENT DATED THE DAY OF 20 WITH RS CERTIFICATE OF AUTHENTICATION, WAS FILED FOR RECORD IN MY OFFICE THE DAY OF 20 AT O'CLOCK M AND DULY RECORDED THE DAY OF 20_ AT O'CLOCK M. IN THE MAP RECORDS OF SAID COUNTY IN VOLUME _ PAGE_INSTRUMENT NUMBER WITNESS MY HAND AND SEAL OF THE COUNTY COURT IN AND FOR SAID COUNTY AT OFFICE IN CORPUS CHRISTI, NUECES COUNTY, TEXAS, THE DAY AND YEAR LAST WRITTEN. BY: DEPUTY KARA SANDS, CLERK COUNTY COURT NUECES COUNTY, TEXAS STARUGHT ESTATES UNIT 6 (NOT YET DEVELOPED) "SITE" (UNIT 8) OSO CREEK NOTES A714f9 Q4 1v OR, STARLIGHT ESTATES UNIT 7 (NOT YET DEVELOPED) LOCATION MAP r-1s00• LEGEND: DE D.R. M.R. O.R. UE 0 750' 1500' 3000' 1 SCALE. 1'= 1500' DRAINAGE EASEMENT DEED RECORDS, NUECES CO., TX MAP RECORDS, NUECES CO., TX OFFICIAL RECORDS, NUECES CO., TX UTILITY EASEMENT 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 IT IS RECOGNIZED AS AN ENVIRONMENTALLY SENSITIVE AREA. THE OSO CREEK FLOWS DIRECTLY INTO THE OSO BAY. THE TCEQ HAS CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO BAY AS "EXCEPTIONAL" AND "OYSTER WATERS" AND CATEGORIZED THE RECEIVING WATER AS "CONTACT RECREATION" USE. 2. THE BASIS OF BEARINGS IS THE STATE OF TEXAS LAMBERT GRID, SOUTH ZONE, NAD 1983. 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 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. 4. LEGAL DESCRIPTION: A 16.777 ACRE TRACT OF LAND. MORE OR LESS, A PORTION OF 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. 4. 5. THE TOTAL PLATTED AREA CONTAINS 16.777 ACRES OF LAND INCLUDING STREET DEDICATIONS. 6. THE YARD REQUIREMENT. AS DEPICTED, IS A REQUIREMENT OF THE UNIFIED DEVELOPMENT CODE AND IS SUBJECT TO CHANGE AS THE ZONING MAY CHANGE. 7. ALL DRIVEWAYS SHALL CONFORM TO ACCESS MANAGEMENT STANDARDS OUTLINED IN ARTICLE 7 OF THE UDC. 8. SET 5/8" IRON RODS AT ALL LOT CORNERS WHEREVER POSSIBLE OTHERWISE SET CHISEL MARKS IN CONCRETE OR NAILS AT LOT CORNERS. ALL IRON RODS SET CONTAIN CAPS LABELED BASS AND WELSH ENGINEERING. N28'32'58"E 50.92' 0 9 28 I 2' lb, 7800 SF ,D tg S61'27'02'E I 1n b raw 120.02' Nlj c 0 n 1 N ^I 1022229 SF 'n 120.00' S61'27'02'E 170.00' 0 27 JI� I 5'UE 1 1G•VPY I � �6•AO 07: 04 9590 5'R m O tO "4- 6.D95• - _ M �6*4- , 9' _ i - - W _ \ � / T9, F£MA?6NE X OTHER a c ie F. / -L000AREAS _ _ _ N OBE/per �_ FEMA ZONE AE (EL 11) N ▪ a,- �9'0' `4� M Z I 2 4 STARLIGHT ESTATES UNIT 7, V. XX, P. XX, M.R. S61' 17'42"E 1499.14' 5 6 7 v¢� 44- 8 10 79.96' 5'5E 75.00 75.00' 80.00 5'UE 80.00' 2 75.00' 75.00 75.00 20 zoT 9157 SF 9312 SF 62.99' 149 15' 1 12636 SF 11904 SF - r 75.29' 12790 SF 25'YR a 18 T 17 C 16 8 15 10137 SF c 10349 SF l0 9894 SF io 10080 SF 25.YR 80.05' 80.05' 75.05' N59'24'11'W 453.0 _ OSO PARKWAY S59'24 11'E 453.06. - - - 12 5'UE 80.01 t XL, 3 14 10285 SF 75.05' 5'EE 37.07' 38,07' - 440'R 65.75' 453.06' 56.60' 23.46' 75.00559'24'11'E ' 5'EE 75.00' 75.00' 75.00' 75.00' 5'EE 54.60 25.42' - J .ZONE % pTFIER 6 7 FE FL00,0 5 �(EL 12137 SF 11447 SF a ;10684 SF a $ 8 ` - � FEM� 10 . too , 10125 SF 1 0 10177 SF 11592 SF 6 22 N^ mn nn N _ 9 13116 SF 75.56' - 75.29• 66' 23' S0"W , 413.51' N 66 LIMIT OF WETLANDS ALONG NE BANK OF 050 CREEK PLOTTED FROM C OF E COORDINATES VIA THEIR LETTER DATED 11/17/21 25' . N59 24 1 1 W 123.68' Bo.9o: 72'00'03"W 38.9.' 0 5 OSO CREEK CURVE DATA DA 6=0744'51" © 6=10'52'45- © C=0718.18' J© 6-0750'10' QM 8=26'44'26" 8=565.00 0=565.00 R-270.00 8=120.00 R=485.00 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' CB=N82'16'12"W CB=N64'50'34'W C8=S3Y21'26'W CB-N54'00'06"W CB=S72'46'24'E CH-76.34' CH-107.12' CH=34.40' CH..16.40' CH-224.30' OB 6=73'03'16" QE 6=08'33'43' Q 5=08'07'30' (9 0=0704'44" R-15.00 8=480.00 R=330.00 8=200.00 T=11.11. T-35.93• T-23.44' 7-12.37' L-19.13' L.71.73' L=46.80' 1=24.71. CB=S65'04'36'W CB-N55'07'191W CB-N32'46.03'E CB-S54'22'50"E CH=17.86' CH.71.66' CH=46.76. CH=24.69' © R-984954" O 5=93'08'58- © R-8654'SO" © D-08'33'43' 00' T..17.51' T=15.85' T-14.21' 7-29. 4' L=25.87' L=24.39' L=22.75' T=59.77' =59.77' CB-N20'51.59"W CB=S82'35.03'W CB=N06'37'36"W CB-555 CH=22.78' CH=21.79' CH=20.63' CB=59.727'19'E CH=59.72' NQ 6=93'22'59' R=15.00' T=15.91. L=24.45. CB-S75'23'20'W CH=21.83. © A-86'37'03" R=15.00' T-14.14' L=22.68' CB-N14'36'41"N CH=20.58' 10 E_ 75.00' 48.66' ,26.61' ��O�UE N D: ry 8 ° to 1151613 SF I� ; m < Z la 251,R 2166' S5'780'291© STARLIGHT ESTATES UNIT 7, V. XX, P. XX, M.R. 2 - - 1--- 85.00 c w 21 24 14407 SF 78.00' n 23 251R 16.41' 60.22' 0 _ _EE 73.4_ $ Q N5755 11 "8 704.65 72.38. • S50'S0.28"E 46.10' 178.49. 55 a 75.89' J ID NS 0'28"W 259.60' 3 FEMA ER _ FOOD. AREAS O'S028' �"-FEMA ZONE AE (EL 71) PORTION LOTS 9, 10 & 11, SECT 24, FB & EF & GT, V. "A', P. 41 - 43, N.R., MPM DEVELOPMENT, LP., REMAINDER OF 126.079 ACRE TRACT DOC. N0. 2017045E183. O.R.. APPROXIMENTLY 19 ACRES LEGEND: DE DRAINAGE EASEMENT D.R. DEED RECORDS, NUECES CO., TX M.R. MAP RECORDS, NUECES CO., TX O.R. OFFICIAL RECORDS, NUECES CO., TX UE UTILITY EASEMENT '11` 1' 55.48' S'EE 75.00' 19.55' 25'YR 13 14 11257 SF a o o6 tN LIMIT OF WETLANDS ALONG NE BANN OF 050 CREEK PLOTTED FROM C OF E COORDINATES VIA THEIR LETTER DATED 11/17/21 E 75.00' CONTINUED ON FOLLOWING SHEET N57'55'11'W 941.13' 0 25' 50' 100' SCALES 1'= 50' PLAT OF STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI, NUECES COUNTY, TEXAS BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. N0. F-52, 3054 S. ALAMEDA STREET, CORPUS CHRISTI, TEXAS 78404 DATE PLOTTED. 01/10/23 PLAT-SH2 AS PLAT JOB NOA 22004 SCALE. 1' 50' PLOT SCALE. SAME SHEET 2 OF 3 .CONTINUED FROM PREVIOUS SHEET 2 85.00' 24 5'EE 3 78.00 - - 23 13548 SF in 78.14' joNE FEMA 204-AE(EL 11) 55.48' 25'YR 13 75.00' 2 75.00' SEE 14 v 11250 SF c tv 4 - L 'UE 75.00' 4 5'UE� 78.00' 22 13907 SF 25YR 78.14' - - 15 11250 SF o 75.00'- CURVE DATA NQ 5=93'22'59" R-15.00' T=15.91' 1-24.45' C8-575'23'20"W CH-21.83' 5=86'37'03" R-15.00' T=14.14' L-22.68' CB=N14'36'41 Y/ CH-20.58' 8 5UE 78.00 21 14266 SF VI STARLIGHT ESTATES UNIT 7, S61'17'42"E 1499.14' V. XX, P. XX, M.R. 7 78.00' 20 • 14624 SF m N 78.00 4983 SF FEMA ZONE % _- OTHEf: AREAS 5'EE 78.14' 78.14' N 5T5511 �y �r� 704.65 9 10 11 5'UE --- 78.00' S'UE - 81.61' 18 15342 SF -- 78.14'/ S5T_ 55'11"E 7752.98' // - _ -OSO PARKWAY j 75.00' 16 w 11250 SF 75.00' 8 75.00 17 m 11250 Sr 5. _FEMA ZONE % OTHER FLOOD FEMA ZONE AE TEL 11) - 96755'11 "E 910.61 85.00' - - 25YR 18 12750 SF 9 85.00' 8 19 12750 SF N57'55 11 941.13 LEGEND: DE DRAINAGE EASEMENT D.R. DEED RECORDS, NUECES CO., TX M.R. MAP RECORDS, NUECES CO., TX O.R. OFFICIAL RECORDS, NUECES CO., TX UE UTILITY EASEMENT 85.00' S'EE tv 8 8 17 16489 SF rvI ml 25YR - 82.OT 5'EEJ - 75.00' - 20 11250 SF 10'UE 75.00' - F 8 8 12 I 109.36 T IN 14 I Inm 7389 SF I nI N61'18'1014 , +I 109.33' I^ 15 7228 SF J "SW 18'10"E I10.30' „ 6 I`1+ 796115F \. I m IP ; _ $ L 1 D'E N-013z I 93.55' g,10 r, © `= .- - - 5 EE TP �c NST55111V 111.08 f \ -_ s o -�`.� 55T55'1- '--"-� =.ter O 0 N O N 00 N S61' 18' 10"E 185.00' 75.00' - 1125021 SF 75.00' -- PORTION LOTS 9, 10 & 11. SECT 24, FB & EF & GT, V. "A", P. 41 - 43, M.R., MPM DEVELOPMENT, L.P., REMAINDER OF 126.079 ACRE TRACT DOC. N0. 2017045883, O.R., APPROXIMENTLY 19 ACRES OSO CREEK A H 8 8i 30' 30' -f - 5'UE 125.00 - - I8 27 It I� 6250 SF I� I yy.�� 561'IB'10"E %c Im 125.00' n Ig 28 I• .:7; Iy 6250 SF I 0.1 N rc n •imn-I S61'18'10"E '� �' 125.00' a fI il R n `„ 8 29 11 8 I8 6250 SF j x b I S61'18'10"E O Is 125.00' ^I 30' II a 30 30' 5892 SF --- 11250 5F 45 75.00' 75.00' 251R -- 8 23 0 11250 SF o Ld c164717001- LIMIT OF WETLANDS ALONG NE BANK OF OSO CREEK PLOTTED FROM C OF E COORDINATES VIA THEIR LETTER DATED 11/17/21 0 25' 50' 100' SCALE. 1'= 50' e 5TE 85.13'- 1 24 8 13435 SF g 0 CO V) 62.5' 125' 0 Z au o� I a• PLAT OF STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI, NUECES COUNTY, TEXAS BASS & WELSH ENGINEERING TX SURVEY REG. NO 100027-00, TX ENGINEERING REG. NO. F-52. 3054 S. AWIEDA STREET, CORPUS CHRISTI, TEXAS 78404 DATE PLOTTED. 01/10/23 PLAT-SH3 AS PLAT JOB NO., 22004 SCALE, 1' = 50' PLOT SCALE SAME SHEET 3 OF 3 EXHIBIT 2 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 Applicaht `signature & 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 pM oLDO [IMPROVEMENTS 70 STAM T ESTATES MDT B CORPUS RPMS CnR[131119 NUECES ©OMNTY9 TEXAS 027202 t�o0ic.reamsWn Hrr mptnvn .0.744 'Tau Dr :kart WIN 1007102a..40 Sr.04002 00022 YEWS awn b (W C�`o0 � `�� a.1,:) : 1 nr„ ASW a ns. Asa, nna,nc nt u n ECM wr.T uaE nnln azrm rmpnW r.W Trm-[mpWA PC.na rc M.rE.. .�mTWN. i wrozrt wr SN1IT.RT SEWER NCTES ars A Coat 11 n OM. 0 I LEGEND MCI Ora. TO Mar OF CIRO CONCRETE 011.40E nEW WC) CartERLot Art catW IT w. OW CUT s(1.11 C001111130.... mpat02 o.EE,.a. n won. a.nC. FOS If.. Van n n 11 024 ICwNa n Maws uNcm. a.c- 1. s7r-4-Rio. Pa. OF Galant. 1.0.000 OF OAK, BECORD DRAWINGS TRAFFIC CONTROL AND STREET I ITAT FFFO a. smm „ur RES .Na_ BE MI Sr THE 01010N. TO M- CITY DDT n 00.r .10121 WATER NOTE asrnnvn ,4.wuoawlzzor ;�,Tzepn.e Toru. r�C r n nr z morn n.wn n n. z NmWwrs SPIZ ZrZ Or IM10 CC 01.4.1 STORM WATER P011 UTION PREVENTION an .t.. ro co-uls caw a. rsss ="ss'.TA< cmE EHr.wr min aInNnn7 OOP nr SPC awe. ?ha 404.422 tampon Snorlfv..v par t mac. 47 ate t, 0•200(SS asp lop or cul. r• op ye mut GENERA NOTES Arn .nr.we� uliw�nil mtvs. comvstw nn .ro mE�ADEt ('t..E'Kvn. nnws r�lax.n0. CALLBEFOREYOU DIG! STAR NOTIFICATIONCOMPANY AT 1-600-669-63.. ° Are r.a amp MCI M s1= a N,.,1 srs.At.Ns n N.E NAnn m tmp..w...u. 1wE1 ""`" �.. mmpmpnn WNr DUMPS -mp 10a.10. n M W. RR TOW wm rawre. MEW. rv.i tWrrrl. -SITE" (UNIT 8) LOCATIOti MAP SHEET INDEX SHEET 1 SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 SHEET 7 SHEET 8 SHEET 9 SHEET 10 SHEET 11 SHEET 12 SHEET 13 SHEET 14 SHEET 15 SHEET 16 SHEET 17 SHEET 18 SHEET 19 SHEET 20 SHEET 21 Brio A. w,N.Awmprnwti Whitmire, P.E„W; CFM,CPM ^^^' 46) COVER SHEET AND MISCELLANEOUS INFORMATION PAVING, GRADING AND DRAINAGE PLAN AND POFILE PAVING, GRADING AND DRAINAGE PLAN AND POEILE SANITARY SEWER AND WATER PUN AND PROFI_E SANITARY SEWER AND WATER PLAN AND PROFI-E STREET SIGN AND LIGHT POLE PLAN AND ESTIMATE SUMMARY STREET SIGN AND LIGHT POLE PLAN, BARRICADE NOTES AND DETAILS STORM WATER POLLUTION PREVENTION PLAN STORM WATER POLLUTION PREVENTION PLAN STORM WATER POLLUTION PREVENTION PLAN JOINTING PLAN FOR CONCRETE PAVING JOINTING PLAN FOR CONCRETE PAVING STREET, SIDEWALK AND DRAINAGE DETAILS TXDOT SIGN MOUNTING DETAILS: SIAALL ROADSIDE SIGNS TRIANGULAR SLIPBASE SYSTEM CTTY CROSSWALK, PAVEMENT MARKINGS AND STREET NAME PLACE SIGN DETAILS T%DOT TYPICAL SIGN REQUIREMENTS. TSR(4)-13 CITY CURB. GUTTER AND SIDEWALK STANDARD DETAILS CITY STANDARD STORM WATER DETAILS CITY STANDARD WASTE WATER DETAILS CITY WATER STANDARD DETAILS CITY PEDESTRIAN CURB RAMP STANDARD DETAILS /7C/7. U 25 SD' 100 SCAIu 1 NY 0FVF1001. MOSES MO111900SN ▪ 50/ 31305. CORPUS CT1M411. TDAS 7 74-31132 BASS AND WELSH ENGINEERING tt 11E061 100. 1_59. 3054 S. NAM. STRUT • 405 CHM.. 10EAS 75404 PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI. NUECES CO.. TX COVER SHEET AND MISCELLANEOUS INFORMATION W I Pror,E9 2,0.i STARU011 MA. VVIr V XX P. XX YR 0 g: 561'2702"E 170.0EC Po 20 15 10 1+00 0+00 20 15 10 5 OT •011.001 000 0C wa or MO MOT okarna nal c or t mason unut 11,/2.1 1+00 S61 17.42.E 1499.14' 2+00 OSO CREEK 3+00 , IN ill • Ilia MISSESIM _Afis iiiiii lagi 'ffl ...,,..MNIEll 01011Mallil-111 IffrIMMINIM 2+00 PROFIT F - RANCH VIEW DIME 3+00 4+00 20 15 1 0 6+00 • a • 1+00 20 15 TC LT 11 O. 10 5 2+00 STIRUCIR ESTATES 11011. 7. A I 2 1•72.02 Men Xt. lir :Nil.: ,051. 5.05 • iA1.1' ii-74?•%77-°,74:7. 3+00 trx:r 14' RT • o.5,m CUR 7+00 PROFII E - SAI AIS ORIVF + 00 20 5 10 9+00 10+00 11+00 / .10 ' • .." IC LT Is RT • 0.3X 4.,c„,j,. . 0•10.34 itt V • 0 Ird * " (r.IT.-,,;.; Pe ., • ... ' . " '''''''''" r : _____XE:41r.171. _...... _irc .. _ ____ TO% - &&-I- l• _ ----- " L ' - _.___ _ _ TC , • , 101750; _ _ ____ .0 • I Prr0 ... 0 AT t•iI2 ' '''' ' PP • 0.15X ' -. Kur, er HDPF 0 0.15X ' "... 11 12% '1•15n1 1,0". ' ..'" ' .277.\ '., _ Ft 011 0 150 s 1 Ces n, ,...., Fs • c.,S poor!, - OSO PARKWAY 20 TC. Ea'-',7.-2E-ar4v:17" SWOMP DETFNT I ON CALCULAT IONS DRAINAGE AND GRADING NOTCS ELLiolEantrria ra-vriver.11147.7,. E7-41.7,11".=..47.07,47Ertra: IILIMMILINETMEMEIZE 0 ES' 50' 100' BASS & WELSH ENGINEERING TX SURVEY REG. NO 100077-00. IX EKONEERDNI REG. NO. 7-53, 3054 S. ALALIEDA STREET. CORPUS CHRISTI. TEXAS PURL IC IMPROVEMENTS TC STARL IGHT ESTATES UNIT 8 CORPUS CHRIST I, NUECES CO. . TX PAVING, GRADING AND DRAINAGE PLAN AND PROFILE 70*06 1. FILE, Rml As PM 00: r y Jon DATE ROTTED 20W2} SHEET _2_0,-21- 561'18'10'E 185.00' ie vaR1RN LOts .. TRErAOr. ti•oi OSO CREEK 1/,UV 13+� a+UU , OfLU 10+00 1/+00 10+00 19+00 it" LITria". GU* z ze _�A -- �M%L°,ERrEu°"""" __..___ RR vvov. Tc aT a 0.6% --- ___- MOP. le' HOPP e a Is PROP 'e'rovv oc.lsx at RR ur ?ROFIIE — OSO PARKWAY 20 10 1+00 A18 4 pROFILE — KRYPTON DR eeLLJ®ROR COIN1104110D 25' 3O ILO SCALES 1, SO' BASS & WELSH ENGINEERING T% SLAM S. 0 NO 1N ENOINEERINO REC. NO r-5E. OOSR S. AUM[M STREIT. CORPUS ClaSTI. MRS 760. PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 8 CORPUS CHPISTI, NUECES CO., TY PAVING, GRADING AND DRAINAGE PLAN AND PROFILE PLOT WALE I' SCALE p -.' SWF OM 'LOTTED 1LB� rL FL' JOB NO. SHEET _.op 561'27'02*E 170.00'1 WAI v. A. 1+00 S61 17'42'E 1409.14'' 050 CREE< 3+00 MEM mmosim grail •i'ii pPOFII E - SS I INF A (iANCH VIEW WW1 20 0_ ST.H,CIT a. 5utur ,. 0s•wu�`a r,F3 0 1+UU ',UV 3+UU 4*1U 5+00 a+W 1 •Liwi /+UU 0+00 4*UU 1U+UU 11+UU m �..e.ee Gar w.Txm Nw .. m .Nr e -_ -R ____ 1 __�_____ _ _ - y-.pCtn 'ss PROP tit t' MOVE c� PROP ixY;L wIR w �! AKoal `^ e�f' ,_ �• tN 1 Lt 3PROP X CLEAR 4 II T NR. _ ____ • •,S PROP 12.PVc S' CLOP wm BELAY TC —� 12-PVC WTX Mow "" c 4-- _+ L_ `C G ii1��•,Jf'uvril -- --- � / //- Iq Ir r--- lo• PROP e'PVC OS 0 CAR ��� MM e'P.0 55 O yes G.NS__—___ __ . .. c NII` 0T"si.si�0n �.Tb�m�nW �� N Io.7 ?ROES E - SS UNE B (050 PARKWAY). ss PO LPROP 12'AT VIP Im1M11E nl1 OON•1RUCTwN 1 o n• Na suLEa1 BASS & WELSH ENGINEERING tt SURVEY REG. NO 1 1,-00, TX ENONEER. REG. F-52. X. 5. HALCOY wino. CORPUS 000511. 1E105 15/0/ PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 9 CORPUS CHPISTI, NUECES CO., Tx SANITARY SEWER AND WATER PLAN AND PROFILE PLO SCALEC - PP rv, wet u •i PATE TOTTED SWMlL SHEET �OF� 25 8. 14 STIA N. MMow EST K 14.R. ma 2. 581.17'42"C 1499.14' PORTON LOTS O ! SECT J 5 9. TRACT R[ 1MCT 050 CREEK r I 523'41'50" N 20.04 Uliff Or WM.. ALONG o MON 00f12109 f 1ETSR COdNMMI[5 N1N DATED I I/TT/21 561118'10'E 185.0026 It I5 20 tn+ 15 D- 5' 10 5 if U 0 12+00 13+ •4+00 15+00 16+00 17+00 18+00 19+ 20+00 w PROP 1 J' CLG1 'PNC xlm.x B[LpY 1C, PM n�+ 4\-___ sir y__ M • PR]P 1 J' CLEAR TNO W4 BLOW fi M' ` 1 MM4irk rr PROP J' 121PNC W :LUX MOM s+ '��I* r YJ 1m rwa e,..L, u It 0.4. M_r, 1MM ma ., rt . . 0 0.ANC s5 Ss a 0.44. _ PRao 1 W PROP eTNC 20 15 IC PROFILE - SS I NE B (0SC PARKWAYL 1+00 20 15 10 5 2+00 3+00 nem n • PT • KIPP TC 1 ND✓ PROP OR 6S 0 O. .x PROFILE - 55 LINE D (KRYPTON DR( 20 15 10 5 86iID16DPtl gwe�eW W MWI� 0 25' SO 100' SCALE, VA 50 BASS & WELSH ENGINEERING I0002+-00, TM OWMEEMNO F-52, 3054 S.. MAMBA STREIT, CORPUS CNRKTI, TOR. /640E PUBLIC IMPROVEMENTS TO STARLIGHT ES-ATES UNIT 8 CORPUS CHPISTI, NUECES CO., TY SANITARY SEVER AND WATER PLAN AND PROFILE PLOT SCUL ALB• DOGE ` ran r Mr OAIF ALOFIEO /LW.- SPWET =0i� ro 5 S61'27'02'E 170.00' V" s. MAKS DEEI 7. L' 25. 561.17'42'E 1499.14'' 17 DEE 10 16 10 / 14 12 EE3:d µ=2R ®I O50 PARKWAY TTL. 43P. --- LED. f'DRR --•r err D O ) OSO CREE< 10 POUT MO suREACE rroa 600 IDLIJ x/c sLOXR aMe 4301 14410 11401 1711 PP DRE r We 0,0 EA LA ffi STM1f.M WIVES OW ). 14 QT. CAM 11/17/0 ESTIMATE SUMMARY SAPIAM ADM NSW 00.0.11 PIC n1 so IC PP INIE 1 PI • Se 1 MIL wSLIAM 1r NE EA fat moara mum. r w WAN PA 10 a wawa/ x s' Pie PPE xlnl TT 0.1 forte AAR • al NC PK r N.4I. 16 PPE AssnEss COALE OR Selell MIN SERVICE us[0.0 nods 300 RILIASIOPOR001 1IVOTO11 ® Demme..: rlix�OM .1 Caen Clal• scA BASS & WELSH ENGINEERING URYET CIMLMx1 RCA. H0. f-SI. S]0N C S. AUMEG STRQT, COLWS MIDST, 1p.5 )SfOt PUBLIC IMPROVEMENTS TO STARLIGHT CS-ATES UNIT B CORPUS CHPISTI, NUECES CO., TY STREET SIGN AND LIGHT POLE PLAN AND ESTIMATE SUMMARY DtTCSCNF:T FIL, 'LOTTO �— JOB E NO...o wm oat'LOTTO WLd H sR J_CF_Z• kg r`11,//Air .00 TaP�R I ill • TYPICAL BARRICADE PANg D1TAII a j_ 1 19 561117.42*C 1499.14 10 `-----°--�-- i - 1 D 1D 2 — -_ 1 1 1. —I - y4tiar OS0 P4RN1S1r RORSON wta ., 10 : retotar. v. •4••II.. ' 70 ACRE WC, za,TA04717120991019.7 19 ACRES .44910.19 WEB c. OS0 CREEK Zfoi 2.4/04 X Uuino"mmc4navm io OTIO w ,Hot LETTER ORM ww., 561.16'10'E 185.00' I —I �. tl n b 1•.1rtDi :a A,R I ," xv w1//.i `nT TYPE A END -OE -ROAD BARRICADE 691909ta 911caw D 25' !r 1DD' SCALE, 1' 50 BASS & WELSH ENGINEERING tt SURVEY RCG. 05027-00. Tv INEERING REG. NO. R-OlA , D0a4 S. N.MEDA S,R6T. CORPUS CHRIT, MOS 721404 PUBLIC IMPROVEMENTS TO STARLIGHT CS-ATES UNIT D CORPUS CMPISTI, NUECES CO., STREET SIGN AND LIGHT POLE PLAN. BARRICADE NOTES AND DETAILS 0*11 0T DATE 7LOl1E0 YmL SEE oE__ S61'27'02"E 2 170.00' P. oNRR pp o1V i.p {{KiK 561'17'42'E 1499.14'' L1 C - SEE L� W u- 1R 17 0S0 PARKWAY 050 CREE< 16 15 15 12 5 IA 1f� CM ESTATES MIT 7, .RO.Osi°i0 [sS0 CORSTRIXTOOLE » [. �n u� 0p3MfiA.0W "14 i.c: IWSNS µDC N I] SEDIMENTATION SCREF0NINO FFFFNCF swam 61.055 COR_0157RY 00 TF MPOReC0N1R0IS POLLUTION PRFyFNTION NOTES . i147:::R'Li-.4.1":•;',",.;;L-1Fii:474.1rd,7,..F..-7,--77,71i1 'mumroncoxn uc1 ®.R�Rj� 100. SCALE 1•= 30' BASS & WELSH ENGINEERING T• SURVEY REG. NO 10002T-00. TX ENGHEEPPIG REV. M0. SA f-62. ]GS. AUMEb. STREET. COYPUS O. 1[EAS 76105 PUBLIC IMPROVEMENTS TO STARLIGHT ES-ATES UNIT 8 CORPUS CHPISTI, NUECES CO., TO STORM WATER POLLUTION PREVENTION PLAN [ PILOT - rl-' 'a01 nw T�fA 'CALF M: SHEET T _A_ pLt[ 'LUTRD SHEET 561'17'42"E 1499.14� • DE 151 SEE OSO P,RNMMY PoNOw LOTS P. 10 A 11. SCE, ]L. DSO CREEK 10 12 1 1 Le eV. PLZEsTE.D., THER LETTER DATED 1VI/21 561'18'10-E 185.30' P. ROEEASOO FOR CONSITVCTN,N P.m Mom 0 25' S0 SCALE. 1, ND BASS @ WE_SH ENGINEERING TN SURVEY RIG. NO 1-00. Tx 0. NO. E-52. NM S. LLINEW SA[n. CORPUS CHiR6n; EMS no. P1101 TC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI, NUECES CO., TX STORM WATEP POLLUTION PREVENTION PUN PIA, SCALE- L•" SOLE HEY rz PLTELL M c+mrEo1 dt1S_ FILE: JOB NO• SHEET J—OT_ SITE DESCRIPTION PROJECT WARS: ....Pr ESTATES UNIT B ow NM( PROJECT OESCRPTON THE PRIMARY ACOMME5 WILL BE PAVEMENT AND MILKY CONSTRUCTION AND LOT GRADING ARO FINISHING MAJOR SPE 01SNRBING AMITIES PAVEMENT AND UTILIT, CONSTRUCTION AND LOT GRADING AND 'WISHING TOTAL PROJECT AREA. 16.TB ACRES TOTAL AREA TO BE DISTURBED IB.)B ACRES WEIGHTED R OFF COEFFICIENT (AFTER CONSTRUCTION). SX EXISTING COMMON OF SOIL t VEGETATIVE COVER AND T. OF PETNC VECETATNE COVER: SnA5TN0 RB USN COdL5I RAND. CIORw CUAr, 0-IT. SO -If. LOPES NAME OF RECEMNG WATERS: 050 CREEK INRRATNE - SEQUENCE OF CONSTRUCTION (STORM WATER MANAGEMENT) ACTMTES THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: I CONSTRUCT T FFRC, CI FAR WORN AREA 1VS1111 UN NIBS (WASTEWATER STORM WATER AND POTABE WATER) 2 GRADE PROPOSED P 404ENT TO 50BGRAO ELEVATOR, COIPACT SURGRADE CONSTRUCT PAVEMENT GRADE LOTS R. UPON COMPLETION OF CONSTRUCTION, TEMPORARY CONTROL STRUCTURE EROSION AND SEDIMENT CONTROLS STORM WATER MANAGEMENT: STORM WATER MA OTT TN STREET [ NDERFJW5IUO PIPES 1 LIAR N GOTTA WILL CARRY THE ROWE JD 1NE COLLLCQCCN_ROWS SOIL STABILIZATION PRACTICES: i TEMPORARY SEEDING _ PERMANENT PATTING, S0001NG. 0R SEEDING - MULCHING SOIL RETENTON BLANKET - BUFFER ZONES —_ PRESERVATION OF NATURAL RESOURCES OTHER PSIURBEO AREAS ON WHICH CONSTRUCTION ACTIVITY HA5 CEASED (1ELPORARILT OR PERMANENT) SHAL_BE S1ABIL¢ED WITHIN 11 DAYS UNLESS AMMIIES ARE SCHEDULED TO RESOIC p,Jo RRMN AY$ STRUCTURAL PRACTICES: SILT FENCES - LAY BALE DAM - ROCK BERMS DIVERSION. INTERCEPTOR. OR PERIMETER DIKES — DIVERSION. INTERCEPTOR, OR PERIMETER SWALES - DIVERSION, DIKE AND SWALE COMBW1IONS DRAINS PAVED FLUMES ROCK BEOIING Al CONSTRUCT. EXIT - UMBER MATTING AT CONSTRUCTION ENT - CIANNE. LINERS _ SEDIMENT TRAPS SEDIMENT BASINS STORM INLET SEDIMENT TRAP STONE OUTLET STRUCTURES CURBS AND GUTTERS STORM SEWERS VELOCITY CONTROL DEVICES MATITTEINNCE _ ALAI FR EMC8NTROL WI RE.MALNWNED IN TROD WORKING ORDER a RFPAR T 4111 BE DONE PT THE EARLIEST DATE POSSIBLE BUT NO LATER 1.N Z MEND ER DAYS .TER THE SURROUNDING EXPOSED _SRQ ND .5 DRIED SUFFICIENTLY 10 PAR /ENT 000I LR DAMAGE IRON HEAVT EQUIPMENT. THE AREAS AD,wCENT TO CREEKS AND MANACEWAYS SMALL HAVE PRIORITY FOLLOWED RY DEVICES PROTECTING STORM SEWER INLETS. INSPECTION ALL INSPECTION WILL BE PERFORMED B1 AN INSPECTOR EVERY WEEK AS WELL AS AFTER EVERY HAF NCH 0R MORE OF RAN (AS RECORDED ON A NON-FREEZING RAN C OF ___LQ OF =ATFO AT THE ERGS/CI SLIL).ARJNSPFF1NN AND WINIFNANCE REEOBT-JBII I TE MADE PEP EACH INSPECT ON BASED ON THE NSPFC-TON RESULTS. THE CONTROLS SRN L BE REVISED PER THE INSPECTOR REPORT. WASTE MATERIALS CONTRACTOR SHALL PROVIDE A WASH GUT AREA FOR CONCRETE TRUCKS. TENS ARCH ST wLL OE AT A LOCATION TINT WILL NOT ALLOW ANY DCORIS 0R CONTAMINATOR TO ENTER THE INLETS OR STORK SEWER SYSTEM. AL MEASURES SHAL BE TAKEN TO PROTECT THE SURROUNDING AREA FROM CONTAMINATION. MASH OUT AREA SLALL BE RESTORED UPON PROJECT COMPLETION. ALL WASTE MAILNNL SIMLL BE COLLECTED AND SECURELY STORED UNTIL REMOVAL FROM JCBSITE. NO CONSTRUCTOR WASTE MATERIAL SRMLL BE BURIED ONSIIE. SANITARY WAST' ALL SMARMY FASTS WILL BE COLLECTED FR01/ 1NE PORTABLE OMITS A5 NECESSARY. 015511E VEHICLE TRACKING: - MAUL ROADS DAMPENED FOR 01IS1 CONTROL - LOADED HAIL TRICKS IC RE CAVEREO WITH TARPAIRIV MESS DIRT CN RAND REMOVED DAILY STABLIZED CONSTRUCTION ENTRANCE REMARKS DISPOG AREAS STPII ES AND HAUL ROADS SHAH 1 R`CONSTRUCTED 4 MANNER THAT WILL 41NNVE ANDAMOU CONTROL THE_NT Of SEDIIM NG MENT WATERS ORY KPOSA ESHA SLL NDT YET'J,BE_EOCATED IN WND. WATFR�RIYI OR — STREAMBED. CONSTRUCTOR SNOWS AREAS AN0 000:0)EMANTEW4NCE AREAS SHALL BE CONSTRUCTED BY THE CONTRACTOR N A WRAP 'O 1RUNE. OFMPOLLUTANTS. ALL WATERWAYS SHALE BE CLEARED AS SOON AS POSSIBLE OF EMBANKMENT, TEMPORARY BRIDGES, MATTING, FALSEWORK. PILING. DEBRIS OR OTHER OBSTRUCTIONS PPCED DURING CONSTRUCTION OPERATIONS THAT ARE NOT A PART O IHT FINISHED WORK. CONTRACTOR SHALL PROVIDE AL PERMITS AND INSPECTIONS AS MA EPA CONTRACTOR SHALL PROVIDE NO AND NOT IF REOUTRLU BALED HAY 0R STRAW PLACEMENT FOR BALED HAY FILTER DAMS RECOMMENDED TOE -IN METHOD NITER FABRIC WITH REINFORCEMENT IT Ww00 POSTSTEEL z OR (2Am) SPACING FILTER FABRIC 31) TWIN. MOTH IS cm) (15 cm) (0.4m1m)MIN SECTION A -A SEDIMENT CONTROL FENCE G (15Em) TO B'(20cm) MN. FABRC IN 1 NCH 41 M1E9 T(15cm) MIN. FABRIC IN TRENCH BACKFILL NOTE: POULTRY NETTING SHALL NOT OE ALLOWED AS A REINFORCEMENT MATERYY. 8111AR*8 Pa, 001A111UOlgB ow cox _ AW«awF 4_ NOTE: CONTRACTOR STEAL DETERMINE 1HF LOCATION OE WASHOUT ARE AS A REQUIREMENT OF STORM WAITER POLLLTTON PREVENTION PLAN (SWOOP). BASS ANC WELSH ENGINEERING 1K REGSIW1cL0N NU.a-52,RLsn, ,RO51 STs.w. AAIIEDA STREETMvvs 1TYA5 PUBLIC IMPROVEMENTS 10 STARLIGHT ESTATES UNIT 8 CORPUS CHRIST1. NUEC ES CO., TX STORM WATER POLLUTION PREVENTION PLAN NHLOR �TIXO MCA V. Mt 1* Ew M.R S61'17'42-E 1499.14' NS9'24111V 1 72'0O'0.0'w 8.96' 100' SCALE 1'• 30 9ILtAlf0r0R 0011SIIMKT00 BASS It WFI SH FN5,INFFRINr, wMLY M:0. W i3 CJOwE[RiuO NEO. iq. E-33, JOH S. •1/.V[M S1N[CI.�ONPOS GE+611, r[YS 7H0• PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 8 :TORPUS CHRIST I, NUECES CO. , TX JOINTING PLAN FOR CONCRETE PAVING ROr 50sc.jE(0)2: r �f: ,i atomwi OM h0Irt0 M/m/n SHEET JLO1F_ "Lwow MATES rt T. $B1'17'42"E 1499.14' 26'4 '5O W 20.04' 561'18'10"C 85.00 RIB --Q yr, 28 I1111i11 � -- ---- Ems- '� EL,R'm/�E->•.1 1'_-iil: eie_ eeeeeee eeNeee N5759 941.10 PORTION LOTS S. 10 k 11. SECT 24. ROVAINDOR O TR., MEE OF OSCREPLOONGTIO THOR LETTER n1m COORDINATES 1/L/21 0 25' 90' 100' SCALE. 1'• SO RE&SA0R0 FOR 0OMTx9Fypy BASS & WELSH ENGINEERING SNIREV REG. NO 100027-00. 15 ENGRLERING REG. N0. r-50. 3054 S. AIAREEN STREET, CORPUS CH.M. TEAS 711404 PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI, NUECES CO. , TX JOINTING PLAN FOR CONCRETE PAVING sr,. b} 1-O OARLPtar E0 111916 Fly: RR E JOB NO: now SHEET JLOF_ 4wrwrsAmuI j AwalANSIS NOY NirivWI= TO OW SID 141.001. SatliMTED2r0 T.' to Worm. IMITI SW. WOW WSW I THIS DETML IS AN EXCERPT 'TAKEN E RCtl Cltt TAILS, S3 U SICWM. DETAILS, SHEET 3 72WIC:Y11Ii701[L AAr/AAEI/i17391 EXHIBIT FOR 1 SE OF HDPP (HIGH DENSITY POIYFTHELENE PIPE) FORJTORM WATER EE S iENm w E"E N1 N z r OPP r"m nwm "..w,r or .wr IYPICAL SIHLLI SL(; IION - OS() PKWY LOOKIN(LSL 4. mix WC PCCP CONTRACTION (SAWN) JOINT DFTAII Ass EXPANSION JOINT FOR PCCP PCP (PORTjAND_CEMLNT-DNCRETE PAVING) NOTES E47o°"RR" �.gon s�ruN . OR 34 NnV Mho) A. TwKne WI me To r sEnw TYPICAL STREET SECTION - 50' ROW orWIWISO MIX OR WM RS OF WWI/ IAMow ram W poi wag �WaRW. .r: i� mawc• maw wow MO Awn Am : i-`.oWM.. Wes Or WIWI ITIMMIMW sw.0 a WAD AT W or MI 0111 WWI co 34 can mo To r. Woe Can TYPICAL STREET SECTION - 50' ROW NW. VT i�ro,R raE:. CONNECT SWS • FRO UM WSW RETAIL - END OF ROAD RARRIC.ADF CliroLM mot FIG • ECTOWED DM Meal AT TYPN'AL PAYING AECTION 'SHOWING HEADER CURB D TAILS wua ac cw „w ` 3.44. WooCIO COWAN We TYPICAL JOINT AT .5NCTION OF EXISTING PCCP Wei FROPO$E[�CP BASS AND WELSH ENGINEERING IX REGISTRAR. NO. F-51..YIA S. Eby STREET CORPUS C, TEXAS ]BAN PUBLIC IMPROVEMENTS TO SIAHLISHI LSIAILS UNII B CORPUS CHRISTI, NUECES CO., TX STREET SI DEVALK AND DRAINAGE DETAILS aW _ IswX I _ _ >01E'Slone mimiz. s TRIANGULAR SLIPBASE INSTALLATION GENERAL REQUIREMENTS Nit Up. M10le 5/e• eirirtarai colt. 13/. nuts 131, and .asters 161 per AS1N *325 ar 1449 arc patrolis.a p- lasm 445 •Lol„niilrp.• Doti lapin is 2 1/2.. Web 3/4 ' diameter hag. gele*a 1' a 1/2' diaetr rat or v roan. Class A Cage.Oe Nn-relnforced concrete footing (ICI I be la. rated else... In Me plop/. impetigo Wald tare appra. 2.5 at a concrete. Poet 10 924 %ob. o- Saear)• 60 PIN IS. Lateral Rote 31 Slip ea.. IS' Dia 5M RD SCR .55M TY LIQ0Ill5AIe-11Q1 sae2lere If reatlr.a by Naufatarer 36• 12- nlra. 42' 24' eve. NOTE There ore various devices approved for the Triangular Sl ippase System. Pleose reference the Moteriol Producer List for op:roved slip Bose systems. https/hrew.txdot.gov/business/producer_list.htm The devices shall be Installed per manufacturers' recanflendotions. In8tollotion procedures shot, be provided to the Engineer by Contractor, CONCRETE ANCHOR S. nun to edge or joint 5/e' diameter G..-.ts Anchor - plops ISa a .Inlas a/ 5 I/O' aid forgo to an. or 50 ff-1a1. Ana. may be .phe10 or camel. rm.. SM RO 5a. ASP TT alaWfl156T1-Rfl) Cav4te maw orals,. of 5/e• almerr stow art Wm NC series bolt woods an Me wow end. llew-> new nut per 1511 A563, 0e waned who. -. ASTI fax owe *tug art MCI I age a minimum yield and ultimate tael le str4rptn or 50 cr. T5 LSI. respectively. Iwo. bolts rC w0ler* ICI I be p0lvnieed per It. 445,-RdlMn)2- Ing.• Boost. type rover. shall Moe shd bolt. Installed with Type III epoxy per a6-6103, •E4.IN 0e a.•biv.s. • ...lye whore may Pe loaded after Peg... any we tree per theeeafatorer'. re0..rdatiae. Top of bolt ..)1 Wend m Ipf Ilya with tog M the nut.. instal l.a. M. war. .ten Inst01l. In Opp Del rerii- weip11 wore. with a 5 I/2• mantas fOe.ent, .ell no. a min has al tension cod Moo - of old 36o3100tension eel. rgeosotiwly. 6EIEea NOTES. 1. S1l0 phi Will be pemmen/I> pya M Indicate •oufatarr. Nano; Paw ad toatial of wane ore Wisc.. approval of Me TiCOT Truffle Slander. Engineer. 2. Nterial used at poet .IM. MI. sy4t. Wd11 conform to the for lowing epeaifitatlann 10 NC Tubing 12.1T5' Meld dlatrl O.IN' 'salmi eel I /0Ice2eee S.osl0es or stecnic-reelsIaw gelded steel hbirp or pip Steel 1f101I be NSL15 Or 55 per AS711.1011 or ASTM Alan Otter steel. Noy be Leos If lorry Asa ate following, 55,000 PSI anklet yield era.. 70.400 PSI anion ensile etrenpth 20L .InIeul .IOnpytlen In 2' .ow11 .nips« Ilnaateel awl I be of Min Me r0p of 0.122' M 0. 736' Cartel. Woofer Iab0Ot.41 Moll be el1Min Me rape of 2.667' fa 2.6e3' Go?oo*izoln per AS111 1123 or ASI6 A453 (210. to pnp0/.d .feel tubing 1A3I11 AN31, repot tate outside dla.t.e geld spy n.tol I ISlrp with are win pot. and 1633. Schedule ee Pip (2.6TS' outside 4loeer) 0.276' naelrel gel I thickness Steel tplrp or 1S111.500 Dr C Otter eeeel.4• . .Ieetrlc-rssl.t0e:. welded •reel tubing r pipe 4ltn soil>al• * cutely* 01.4tr a. gel i mice e1 Of be used If they Ma fie col I*41*4. 46,000 PSI .IniM y1.1a strewn 62,000 PSI .ini... tonal. strong. 2111 minion .Iap011n In 2' loll tvecer.we kroat.dl shall be within ate rap. of 0.21e• to 0.304- Ourel. mass r Iuceat*l WI I be .limn the range of 2.955' to 2.695• Golvnlmtln per AS111.123 3, See Ito Traffic herniae Dlvlein .melt* far MIMMI led 9.lro. of .I. elope aC Too. nt,rsol Trio -color Si Ippe syst•. pAvents. Ile essell. Wm. la veto/few txdoe.goo/pabl Iowa tar W irorl lc, mot 4. Sign worts YCI1 not be sp11W except Clete .Invent Sin wool pat. ICI) not owe me11osd. ASSEMBLY PROCEDURE frwdotin I. Prepare 12-Ina, aloe.. by 42- In, dean Pie. If belie coon i1 .1a.a.wed, the depth of Me foundation may Be red.. •cell Mel 1t i• .BbO., a .Incas of le Inge. Into the eel le rasa 2. ire Engineer sot p.n11 batches of most• less than 2 .bib ode he be .Intl wt. a portal*, oricr-Olven cacate mixr, far sat ale.l l pi.nte leMan 0.5 cubic yeas, , Nixing In a My contains. y he al la yEngineer. Concrete WCI I be Close 1. 3. Ran IP pl. end of the slip boot show Into Me onto of Me onset.. Rotate M..Ma pock .0 forth .11e owning It men Into IP a.orete to Mauro Es. a1tost Solve. not mow/e and stub Contrite to Bare the .MD Into he meet* teal I It I. between I to 4 Inches Pose Me ma1•l0. 4. Phi are W Al ice a manias of 4 days to n oter*efo fry Me see rwiee dlEgl.., 5. The Mp ioular sllbee system fs ee)Itao-ecti0iael are M le )p. to rel.. Wei •nrue., from any direenm Spar, 1. M .,part ee trot Mr gotta. of th. elan .I I I oe 7 to 1.5 feet Oa.. ha edge of the rrowel0Cy II..., edge of Me eloeest lap/ Hen el Ice *1.e le plow are *00. a nw.A. or 7 to T.5 Teel atom slip plot. Win the the plw• 1. mow the edge of the travel•.. The M Mal I be Chia d Hf. I. Attlee star to .{part ion daaepft to 0.01 eaIltrch el , 1e nab Ogre 4. Ihet.lge .the •a.• apart. ante Mow am ty es. b4twn coal alp, 1• .olmalheo See 5)DISIIP-21 tar o l.arOp.. WWI on ei. t>De� 7 Tams Deporinw o' of T ronsyxr?ofla5 Tr enc Nl.'am4 pier SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS TRIANGULAR SLIPBASE SYSTEM SMD(SLIP-1)-08 mlapl A,I, 2002 r_a ..a.p 260 I es new jot, Ion Isewr 1A new DWI WW1. I Oar NOTE: SCHEDULE 40 PIPES MAY BE USED FOR SIGH POLES. BASS AND WELSH ENGINEERING RE P4TpR sp. r- swap STREET Cosh CHRIS, TEu4/aS'rEW4 PUBLIC IMPROVEMENTS TO STARLIGH- ESTATES UNIT B CORPUS CHRISTI, NUECES CO., IX TXDOT SIGN MOUNTING DETAILS: SMALL ROADSIDE SIGNS TRIANGULAR SLIPBASE SYSTEM me. elm sae 1_ii so.1. -611laeeL a I'rLi.Teo p/ e VIP; PP notnm Tw T/R]Z 51111130 N015 30919 38711 133315 /NV 50NINlVn 1N333AVd 'NIVMSSONO A113 %1 "03 53330N '1151903 554803 9 118A 5319153 11IO181115 01 S_N3113AO8d111 31180d row/ .31 'uswo vwu03 113. w3NV13' 3 .wc x3-1 oN w/.aun30 31 ON1833NION3 HS1311 0NV SSVB 03/1a/10 1.23 • 11935119)119 / 1aa'08d A1A 371 ANNO ARMY ( P 1 1335 1 '(a31n11l S33N30 10ll1N00 31JIVII N801Mn J0 18 tryn swat L!AZ 341 arm 1(V13 31{1 Hi1M 331V131033V NI 39 11VHS 58VB dO1S 0NV NWASSO83 TIV'S 'JfS 5531 3Nf 1963d1131 3OV38n5 AVA103'O8 H11M 11-0115 3dAUS 10N 00 "Y 'SANE NT98S3083 1X3NIS8�l1 03H1 7N33V41daNV ABB 1m15ro1TliS SSW WIVASS141 JO 0 33 13 J0 11l3/a 7Y1d39391 T 903D43M1 1N3113AVd 'NNU ANY JO 1331137V1d 3111 01 80184 199084414 A193 210J 11103.91 ONId905 199013314 11810 80174811403'Z •385V1d01183Hrl 1 03nda8d 11n sz1 b0ndd4 1V3H dV 1V3H 3 1, 53015 9 NO NOV19 anus 9 HILM 3L1M 0n05 YL 530f11331 NTIAl5S08� 15V111NO3 WIN'3115/U011N3r11 031180338d 11 SL1 '03114d9 1V3H 3 3dA1 '31113M af105 ,YL 38 11VHS SONIMN11 13333AVd NMA55083 0NV 013 dOIS TN "STN 31Y3S — SAVMOVOU 313210N00 ?KM 11V330 — )1 WMSSO8O JSY211N00 HOIH S3SYJ TN NI WTI 31U981 01 13TMVMId 38 TM6 DWG 1MI05I310H01 310N HL a3 d3 Ql 01 '03f1ddV ] AMB NNN55083 NOV1(13I aan�n ds .9 U31180f38d 'llll9 61 '0311dd6 1V3H 0 31WAS5083 311HM On .9Z (( 0i38� AN 1111 SZ dV 1V3H 3 3d1.11 8 d01S 3aHM anon .Y G a T1V8 NWM55063 01 6 iG 1653 J0 do n081 ,Ll No1Nh11-1 eY 53SY0 TN NI A1011 3U1V81 01 '0T1VNVd 39 TM6 SAhM M181fO1031N0N F 9113116 S1NY1119403 SSW XTIMSSONO 'SONVONVIS TOWS OM'_ 0111n1 S331A30 1031400 3UJV81 NN0JIN0 J0 1V8NV71 59531 110Z 1331'1 InHs S J0 1N3/137Y1d341T S301/E WIN 80d 1d33K3 SN05 TTV 0/ 3117/31dd0 10 3C/Wld N015 3H1 3a 114083 N0 ONI1V03 WkM(5-aM 13 'H101M 31W5 3H1 3AVH TMIS 530118 3NVN 1313I5 0M1 3531/1 'ATBN35SY WAS 3H1 N0 38 TIIM 530418 311VN 133815 0981 834118 '9 53183S 38 719115 90V18 36*0,61 113NIS N0 1N01 '351/3 'M11NI J0 1515NO3 TIVHS 033031 31WN 13331S ' 9 THIS ON1331131 J0 1103H 313. aNV 6 38 TT/H5 S30V18 WIN J0 1NODUN 3141 '898111nTV 030113133 30 110NO0 TMHS TVI831,01 30VE 31M1 13336'1 SN00V001 353H1 NI (005 NO1V33111301 133815 319(1 l 10813 80NIn o� 1 3 I :S310N r.Z/l r.Z/l 6 .S .Z/l J,Z/ l l NOIS 30V18 301VN 133diS LPo1T I ew N 0311110338d '1 SLl '03Il4& 1V3H 3 }111 NVB NWM55083 311HM .YL d1O LLLI ,Y "S'1"N ;TWOS — SAVMOVOO 11VHdSV 80.1 11V130 — N1/MSS0210 1YNIOrUI0N01 LSSOW 01 88nn 3 J0 do 9081 61 I I iln SL1 F1V3H 3 34AL) AM1B d01S 38HM 0005 .Y ;1Y05 dV3 NV1d 14O4D3d,V HOV3 1131N33 NO 3 AVMOVOB JO 3317130 331 1V 8948 918600083 15814 3111 ON17Vld A8 DAVIS 11-936 3d81S MOTOR snonNI1NO3 350883111304 40 3911 80831X3 01 8311110 40 3003 11083 3.113 d01S 311141 01105 „IL TW1511 3dV1 NNM55083 0NV 81.8 d01S JO S3003 301SN1 N33M138 11N3113AVd J0 ,Y ,L NNM55083 0NV 863 d015 JO 9003 14333133 1N311313d ,Y NNINNII NTMSSON) 0NV 8.13 d015 JO 53003 N33M313 1N3713AVd ,Y NfV1NN11 SW8 NTVA155083 103N 3H1 01 &V0 .Y N3141 'id3I8 SONI>l2dVW IN3W3AVd N1VMSS0d0 gs R-F C+� !) REQUIREMENTS FOR RED BACKGROUND REGULATORY SIGNS (STOP, TIMED, DO NOT ENTER AND WRONG WAY SIGNS) REQUIREMENTS FOR WHITE BACKGROUND REGULATORY SIGNS (EXCLUDING STOP. YIELD, DO NOT ENTER AND WRONG WAY SIGNS) GENERAL NOTES I. sSiar to a tv'nlsnea shall De as astal lea ele.errre In the alms Rq/ar as on elan tma,a.Im ..at, Staaaa eta, anion. an arrow aleesion. can be Tana In TM -Standard Highway Slur Malone tar Tema ISH501. 2. Slm legend snail ba,e .il me the r.ral Hlay b°lnl.tratl°n Irmo staaau nar. Hly Alphabets (5, C, 0. E. Ova or el J. Latatl eral soaping bete„n letter. a,a nests ,toll sonar, ells the SHSD, cry Warmed chases thereto. Lateral sopping oT legend WI I should. a Miasma appeerahW *hen mooing le M ,roan. s. slag. l...to and borders rah, a am I.O by earemlro :passe ar act -a,. acrylic non-rah..1m aims Tim to bmkgrauv osetlrg, or calcination *hereof. S. Mite legend aM border, ellal l be applied by sareenlng process elm er°nepa-ent colWed In., transparent colored overlay t lie, to Ignite bu0korand sheeting or ant-ast W ,. ...Ina ha Mla-ea gockar°vW eeetirs, or °molnatla, 11ermt. talered STOP \ / TIELD SPEED LIMIT 5 I NOTWR0NGB. Ipea Wall M applied by screening process eltn trmspefent color. irk, transparent aoleree overlay fl Ion er micred ,resting to boc.arbvp Wtlng. ar aaDing.im N, sots . slosh enstrate emir be any eaterlol that nos the Decarmmnta, laterlo, Specification reA,Ireevnte of ols-Tnlg or =ranee alternative. a. Homing octal,. tar 'minim eam,.a ela,. are even In .to 'NO serie.- StaVara Pim Stmts. TYPICAL EXAMPLES C:10 TER WAY REQUIREMENTS SPECIFIC FOR FOUR SIGNS ONLY SHEETING REQUIREMENTS SHEETING REQUIREMENTS USAGE COLOR SIGH FACE MATERIAL USAGE COLOR SIGN FACE MATERIAL BACWROIND WHITE TYPE A SHEETING ALUMINUM SIGN SLATES THICKNESS 5ACKGRQW RED TYPE B OR C SHEETING BACKGROUND ALL OTHERS TYPE e OR C SHEETING OACKGROIW MITE TYPE B OR C SHEETING LAPO STOOLSRS BLACK ACRYLIC NON-REf.ECTIVE FILM Spare Feat Ylnleek, Thickness LEO.EHC . BORDERS MITE TYPE ■ OR C SHEETING Lou .M, T.S 0.000 LEGEND, BORDERS AM STIREAS ALL OTHER TYPE B OR C SHEETING LEGEND REP TYPE B C C SHEETING 1.5 to 15 0.100 Oreator thin IS 0.1E5 REQUIREMENTS FOR WARNING SIGNS REQUIREMENTS FOR SCHOOL SIGNS TYPICAL EXAMPLES DEPARTMENTAL MATERIAL SPECIFICATIONS SCHOOL /� ALWW BL INSIGN ANKS D1t5-TIID SPEED LIMIT 20 / \ SIGN FACE MATERIALS DIAS-BJOU WHEN The Standard Hiywoy Slat Designs Tor Texas (SHS0I don De found of the following mbelte. MID /Avrnv lodol gay/ FLASHING TYPICAL EXAMPLES vwrRRNMaFTTIEmpsEerm M. SHEETING REQUIREMENTS SHEETING REQUIREMENTS I TYPICAL SIGN RE OU 1 REAEN T S T SR (4) —13 USAGE COLOR SIGN FACE MATERIAL USAGE COLOR SIGN FACE MATERIAL BACKGR7ND FLWRESCENT rELLOBoRo TTPE B,LGR C,LSHEETING eACKGROIA(0 MILE TYPE A SHEETING °"gK i"0 FLOURESCE M YELLOW GREEN TYPE In OR Cn. WET INC LEGEND 1 .ORDERS BLACK ACRYLIC NON -REFLECTIVE FILM LEGEHU S SYMBOLS ALL OTHER TYPE ■ C C SHEETING LEGENO,e000FR5 AHD sTMe0L5 BLACK AMYL IC NDN•IIEFLECTIK FILY MOMS RED TYPE e O C SHEETING iI...Dufl. MDT Ian UM ans Me M•IsR no me, I me, es esAMMLERAmrm®N ®msemoire : .loP BASS AND WELSH ENGINEERING -X RCG5RATN0 N0. r-J]. To. S. ALARMS STRUT COSPY5 DNRSTI. TEXAS 71A01 PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI, NUECES CO., TX ae TXUC)T TYPICAL SIGN REQUIREMENTS TSR(41.-13 TYPICAL 6" CURB & GUTTER DETAIL KIT TO SCALE ✓ r :., r COWL WE TYPE 'f. HEADER CURB DETAIL Am semE CCxc •mTIKICO AX NINII Avers TYPE R IIROAND P.M.S ORI 0EP . 040 M EE1D B• OAK REIN. TINS 9Vn) M~A (w I]xclx O, CONO) nwIELTI.AmIExr Wet ,emus JOE Al TIE NON COCOON CANN it CAMP TIT Elm JOINT SD.. SW Po, [BISTRO ]/r KONGO E3naox I\a� KANO. TT 3-2. DVS OTC 00). SNOOK. MEET 44 Br FCMOS r CAW. • b I OBOE Mart ALM CORES • LTIC INTO F.11 CURB AND GUTTER TIE-IN DETAIL NOT TO SG. SOONG SLOP. : ZX IX NT I/:PER .T SLOPE: 1N IMF IS TM aN VATS • tNAY MKW TOUR BTI MOP 4" CURB 1. GUTTER DETAIL .1 TO SOLTE fen mm.F uru. sc.EEusxm" EOLK META :0 BOLT BY STAP04 OR CAP SEAL DETAIL NEW CONC.. TO NEW CONC. OGLE PAY MCP OTC TOO POOP. SIDE.. LANK. MCC CONC •/ ROINFOBC0 E.VE[ g aN SIDEWALK RETAINING CURB DETAIL NOT TO S.2 ATOLL ZX SURFACE i SIDEWALK SLOPE BEHIND CURB RCA TO SC. PROW( PLASM METH EKTS CANED INS 14 NEW TO EXISTING SIDEWALK TIE•IN DETAIL NOT TO wu u15 IION/TOINATIL CANT SEKTT BE OEO ,NO )OTIR TO AT GAO m+r T. CAME , TRAKVERST KKK.. .iLI. «� 6" REVERSE CURB & GUTTER DETAIL NOT TO ICU :sE'8 DR APPROVED EGA., ORERsax PIKE TNIS SiOr Or RETIRED [VMS. rLl STAPUNO M w4rO nAEucn CAP SEAL DETAIL NEW CONC. TO EXIST. CONC. KO TO OGLE NO • CONES N IC lair. OK ER SLEEVED NM EOS CAPPED NERD2.1 I K IobK PLAN FOR SIDEWALK NOT TO rE MM ,wI Ee9RL KKR COY IV MEC WWI KNOCKS TIED Can MILL RR m M Om DOB E4 ECK.• lr Lam• IC O.C. (AK r xlD Em. OONC) Eon. oars. MOO. PLAN SIDEWALK DRAIN NOT R OWE SECTIONB-BKT1 TO . ow 6EI2CI TT VALK KKK A TYPE 'A' HEADER CURB DETAIL NOT R ar e ED000 MOW m•. 4.0 4 =N. nM IY Deu m. 4M• Re WED y as NPPf• • u Y •SEE NO. • Nur SECTION A —A 6' VALLEY GUTTER DETAIL -g rert .na. VALLEY CUTTER NOTE T. LSO OF WAIT CLEM ON Cils SYKES YE NOT .0. MR atlo NO COE TO SAWAT O1rir7 K USED NPRIOR EPROM EMI M run & GUTTER AND HEADER CURB NOTES' I. AL b u Emmen TKO G. ]MOO PTA. A9aA COME NO a.TRYISVENSE CROCKS IOC IRE BY In• CEP. OTT NE rR M AT CMS TOTER ARO x AT IC O.C. E•M NRa). ] ]/•• Trrrx wff PRIMED Al >t CEMENT (W.A.x ATOKONCOLIO "MT CONTE OF THE NO. TOT OE mom. ACROSS TIC JOAO 0 PICKS AND Nm .0 WV. BE SLUED Allo ENOS CAPPED .IEEE OJ.. Ks, .0. CUR OLO Er • MAX S.-MA. ur IETT NO EITEL, OUTS TA R�Ras EGG SPEED/ Cs �4CrE �� ems) uo0l0Al�EO 44400 c0 m tr UMW. .0 ME Ether RATE (A. AKKOIC OR MOTTO 09E0 .ST USES. DETAILS TOR 4- CURB et TOTER. er SPECK,CKII • GOMA, MO .GOER TARS ARE ITEMS I.140 ARE KOK.E. AS NAITO TO LOOT, PROJECT SPECIFIC OKANEYyIA AS CONSTR... COONGA NM 114 OAT KTT ARTICLE Enm. IITRAS (ImE s RES. PECT�mAE MARK, • KOMOINCE ET THE SDECIF.T.4 AS SOON GONER IN M TOO OF Ni mRI N Yn I. j Oxus (rwl[CT TIC WEEK OF 11. AAmvon cIIIEWAIN NGTES; I. GE ]/•• KMOM EPN•ICN ROW. a.CONCREG CUSS W. 3.000 NEE ALL BOIL. O•Pa[ E. Ty400 CoNTICE TO TUNE MOON RS. . , ./e. r( NT ,n• Ev MALL - ATCIVNsx1TPrlA) M M rxrlxn.5 tlE alutED TO wTCN TIN l0.TIIlA 1 CONNATAVYS SHEET NE 0 1 4 1 J (75De Et Lai o cZ m U 4801 of POW ORIMT N0. SOLTEI9ES EnToi Cur. u ru I P.Un voai IOAI GILL[D wo. Our w0 8111ASm 3I comsnu O140 an MOACT / BASS AND WELSH ENGINEERING 'N REWSRAT04 NO. E-53..305E S. AwIED STREET CORPS CHEST. TEXAS 01401 PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT B CORPUS CHRISTI, NUECES CO.. TX CITY CURS, GUTTER AND SIDEWALK STANDARD DETAILS OGEE Mk J0S10111_ fACC I N..n- .rMM ENT a-` L^,- • mum PLOY GMle,MIIMMRI LR • _.;�• •••••— AInrIAI.R :.r_-- ,may -cssaa AIIIRAII/MRIM IMPARALLIILII I'MIeR)R OSMAIN WTI* 4 on •c• I , r A,•J7[9a•••••••••• arrtaira • w:1 a... 0 wr ill /RAT ► 'I GRATE &OCR P!CKSLOT MTAR GMT steno. RIla seta sirrom R W or maarM/ AmorE(L IIRMY0L1•1111 b1R1l CRer11ILIrMI • • ALMA.R IIROW r.1— M PLAItIAIMMIMIAtII 874 Jti7.3S1•' LRCIVONOL ABBrwr2fl entrmarawrw AN EEC 3T• SECRON NIROAVEI.A MARIWLARIlr ms RAN i'd.•. .r w MORO MlARLII MIRROR MOM. MfOIIARAMER" PARER ISMe1LLa•AN1aLC IWrC'PL perm 4e— tr. AewRIIIW.RISIarsow AVLOYEAW CMS ILLRxu nLC ARSE CORMlr 0.4 Cr• ': "..ice•_ .p. LlOUZIRI IRMAIIAI IURRiM.COLLO ERROUI AILIlRRR ,WAOIRAELICSOO“ E•:c.=-=1r's�C� - •=. .; a `r'=?z: _ = 4: w�r:z� ra =` - r- :. z 0 taatr COVER BACIt rr ® PLAN NEW PICNSLOT DETAIL COVER SECTION ERMIE SECTION ERR drIRMIR/AMIIMIIALI SECTION MII COM.OWN AMA rRPI rMRR1YLe riPLAN rrr rrwri .—L7C..S -1 T CAW l� I L J SECTION rm. rMRMYe •••• —`^ ^sea • ._._ RIFTISECT'3VW•MINWOM e -` �••®•• • �•i432ZP7ST'CA..'3Y • ...[T�.LLSLY �m�. mi ETA::;�:s:A:. e�,e •tom,'. mkt i• 1$ 1 mum. mEn ER. OrOmr• awn BASS AND WELSH ENGINEERING REGISTRATION NO. 1-52. SON S. WAWA STREET ONUS CNNW, TERAS 7S.04 PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT B CORPUS CHRISTI, NUECES CO.. TX CITY STANDARD STORM WATER DETAILS ow. -11-41NI— Rw ▪ b a.[ wnm Joe K. R.Rx7 y v ----- \►, a-� -_,' � I t --�! y =r=_ .._• _®, ==- _ r _. - - w 'AG ter' �.� � A`0.-' [ i f � � b L •-• ...._.:p:'�..FkHOLE�_ '2 •A r„ .■F=' FIBERGLASS MANHOLE �,i7"E� DOWNER Lulq,pE YS'a-w \ ,fie FAP MERE REW9UTATRIN OF EMSTNG MANHOLE FiP INSERTPPE SEAL DETAIL 1` / � `�� GO/E1IPMN VEW ins im . 4i ti 1!' vi fi • • wASTELVATER MAMNOLE EIOTTDM) PPE BEAL DETAILDETAIL • C.: r: MANHOLE PROTECTION IN UNPAVED AREAS SA/�- �. DENEIML WA8IEWATFA CONSTPUCTgN NOTES'. ICULTWATED,SP CULL NIP �� _, T- . ._-....Y,.ARGE M_..- DETAIL ,...-.......-.. = 1,... LE PRDlECIION .. �.... 4._ -w. FORLE NMI DISCHARGE MANHOLE DETAIL �'••• "^ ' �-� �T - IRES.... N UNPAVED AREAS r.-.-, --..m--.., SECTION OF RING IL COVER RING 6 COVER APPROVED UST a sr•. -r- ��-- Noma - / , -� �r -.� --_,.- ="__.-'e IF %ocABND DETAIL•, -:, =T ril 47 ���� ,P To XC•,ABEID:::' r�o .�i}---'"-• �.. :�_.. Y ... �y'�.r..--. FRONT VIHY �' BbE NEW 1 : r = F ®�E ii . t a1 EWeil -, ' p i ® 1i. . • -=� r_-v - _ mg/mU�IEE��• __ ��F•`• BOLLARD DETAIL DEEP CUT BFJNCECONNECTION - =A.. ---•-T. `.- -- SENCH SA DEL FOR - TRENCH BACIOIL FOR WASTEWATER LINES m CASING DETAIL AND PAVEMENT REPARI FOR LCTUEE9 MR RELEASE VALVE AND MANHOLE GENERAL NOTES FOR BACI6ILL L IMALJASSOLL w L i o oa.. f`� S S� Ei • SERVICE CONNECTION NOTES' r - ." 11 CASELG NOTES: -. r5 'Z.::�."' � _ _ : o u- -7 C`.77.'. - : .-.�•i a • Os.r '-ter..--Fur. 8:�. -rSQ-L w`_-- - ^ ... . �..� • ..: -Si---- •,..... —� 53%.7 - ., i.,-...._ .L.� I_P 'Tr-- ;� PLW _I -d-LW-dlFEp0T ,/• gm: l �y��j�_L� 4iL CNN . . 1 •y Iv—•-s SECTNIN AA SECTION B-8 -_. am �= - I a_ - sr. ter .I.-. .� UT SERVICE CONNECTION DETAILS STANDARD SERVICE MEEKER To...AL CAST RIOFI GLEAN -OUT BOOT RELEAt®Fqt CamlMCipR BASS AND WELSH ENGINEERING IR RE !SIPA ION NO. FS4. OOSL S. ALWILIL SMELT CORPUS MASS. MOS MO. PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI, NUECES CO.. TX CRY WASTE WATER STANDARD DETAILS vu Au le Cm en xnL -y arra wernorenorsrarrarmmeet mom? IMMO /0/M aranstraworaima. „ ••• ▪ ••••• 1▪ 0. nr•grannio• sominntlay Er.. • .e; -7 -7. r. .-ekgMWT-W*-1:71.W.0; •••••. AMYL 91. IIIIIMAMWANINEM YONNIMMION LAO reenwroor moors, FFECF: 11.411.11111nasrMaira.r........; Ern ICMFAC:42ini= IIIMISMO.111111•••101•MM/1/1/MINOMI SUM ' NESE1-7,51.-7thi--04 • 173.-:r1:4-.747•AST, OfIlOMMIYMIIIIII r. MANZ •Mr• larrIIROMAIN111111111t, _ftmsasun.....eson. .• "OR API /11111111011111111, /1141•111•4017 1.0.11“ PM. =•AXISX.11.11M, ARNO!. MOTIF ANI g•111,111 .1E11.= AMEN& ter =•sa.r.rtraao— r. • - "•=-"Z\,, IMAM IMAM, MAW <CI t • 7 rr. • r•--..,--.1.1.-11`.2.•• •••• •••• ARV ow ...rano= g 'worm erne ry 0111111.9•MINTAINIIIIMIL/0/1“11 OTT. 51•LA. =T.= 11/11/C/IMI/dIMINING• 1111•102IIII00,11101••••LI :2%.21147 • r'&13..E.F.'"euriE e-7-12-11.727.41i# • 31.1Z1311=••• •••••••••• • 0/14612121r• • STAICL.F.SPIL= .01,LII•talratI7M4 OPAYINIIIr way ',nu. Aderridd 0,100.1.1 4.11111.smarradammeranose /mfr. .••••••-s. ',Pram masa • mannugar 'mon drarmEntroirara 41.11:=LW- 'mom Nuerenos therms maroons, AMY TAMS ntr.rArr..•••-•---• ••••••• 2=2.1.1ks-r-z. L. S.I7210:M• 0.111.1.1111/101. 1 5' 1 gm•••• —•••:a — .IASIDtO commange, .•.•••••••41...O.0411 •••••••••••••••• :.•=r '7= BASS AND WFI SH ENGINEERING TX MISTRATION 40. r-52. 3034 S. ALMACI. MELT CORPUS orasn. 1CKIS 70401 PUBLIC IMPROVEMENTS TO STARLIGHT STATES UNIT 8 CORPUS CHRISTI. NUECES CO.. TX CITY TER STANDARD DETAILS so om mmt mx _A.M.. • -"-rn-vomm m S n BASS ANC WELSH ENGINEERING IIEasIW1914 JD54 S. AMID. MEV Camas C a1T. MOO 4MM PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI, NUECES CO.. TX CITY PEDESTRIAN CURB RAMP STANDARD DETAILS wn norm 4VMM EXHIBIT 4 Exhibit 4 BASS WELSH ENGINEERING TX Registration No. F-52 Survey Registration No. 100027-00 P.O. Box 6397 Corpus Christi, TX 78466-6397 3054 S. Alameda St. 1/15/20241 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 $ 7% CONTINGENCIES $ 11% ENGINEERING, SURVEYING, TESTING $ LESS WATER ACREAGE FEE $ TOTAL AMOUNT REIMBURSABLE $ 343,135.00 24,019.45 37,744.85 11,011.00 393,888.30 EXHIBIT 5 Exhibit 5 City of Corpus Christi laaraltarisalulasolo City of Corpus Christi, Tema Deportment of Development Scniccs P.O. rinx 9277 Corpus Christi. Texas 78469.9277 (361)826.3240 Located at 2406 Leopard Street (Corner of Leopard Si, and Pore 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 El Partnership ❑ Sole Owner ❑ Association [■ 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 (Print) Title: GENERAL PARNTER Signature of Certifying Person: Date: 8-18-23 KADF ELOPMENTSVCSSHARFDQ.AND DEVELOPMENTORDINANCE ADM1NI0TTtATIONAPPLIC.ATION FORMS.FORMLS AS PER LEGAL2012V)ISCLOSCRE OF LXIERSSTS STATTMfEN 1 I.27. 12.1)0C