Loading...
HomeMy WebLinkAboutC2024-185 - 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 S('1ANMFfl 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 https://www.ethics.state.tx.us/whatsnew/elf info form1295.htm. The form must then be printed, signed, notarized and filed with the City. For more information, please review the Texas Ethics Commission Rules at https://www.ethics.state.tx.us/legal/ch46.html. 23. CONFLICT OF INTEREST. Developer/Owner agrees to comply with Chapter 176 of the Texas Local Government Code and file Form CIQ with the City Secretary's Office, if required. For more information and to determine if you need to file a Form CIQ, please review the information on the City Secretary's website at http://www.cctexas.com/government/city- secretary/conflict-disclosure/index 24. AUTHORITY. All signatories signing this Agreement warrant and guarantee that they have the authority to act on behalf of the entity represented and make this Agreement binding and enforceable by their signature. 25. EFFECTIVE DATE This Agreement shall be executed in one original, which shall be considered one instrument. *This Agreement becomes effective and is binding upon, and inures to the benefit of the City and Developer/Owner from and after the date that all original copies have been executed by all signatories. 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 0 day of OCA-0\O'R( , 20�y ATTEST: CI ORPUS CH' STI 1 Reb cca Huerta 'ire . R mond III, AIA, CBO City Secretary Dire or of Development Services ti== AUTHORIZED BY COUNCIL ciC- APPROVED AS TOp ' ` FORM: /A/t,c-A gt (( Nt( 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 By: Moses Mosta asi General Partner STATE OF TEXAS § COUNTY OFIL\2 - § This instrument was acknowledged before me ony� � foç4y Moses Mostaghasi, General Partner of MPM Development,CP, a General Partner, on behalf of said corporation. \\`\\\\II111111111////// n ACE _/ �.. Notary Public's Signature E N� /\ h 'oFOF ( g�.•' F •.•7346422.•'1 • //////�/f l l l 11111�1\�O�\\`\\\ 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 PUT 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,MPM DEVELOPMENT.LP. HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE LAND CORPUS CHRISTI, NUECES COUNTY, TEXAS EMBRACED WITHIN THE BOUNDARIES OF THE FOREGOING PUT,SUBJECT TO A LIEN IN FAVOR OF THAT WE HAVE HAD SAID LAND SURVEYED AND DATE PLOTTED,DI/10/23 SUBDIVIDED AS SHOWN.THAT STREETS AND EASEMENTS AS SHOWN HAVE BEEN HERETOFORE BASS & WELSH ENGINEERING CORP.NO.,PLAT-SH2 DEDICATED,OR IF NOT PREVIOUSLY DEDICATED,ARE HEREBY DEDICATED TO THE PUBLIC USE JOB NO..22001 FOREVER AND THAT THIS PLAT WAS MADE FOR THE PURPOSES OF DESCRIPTION AND TX SURVEY REG. NO 100027-00, TX ENGINEERING Li DEDICATION. SCALES I' = 50' p REG. NO. F-52, 3054 S. ALAMEDA STREET, PLOT SCALE,SAME a Sy,� CORPUS CHRISTI, TEXAS 78404 SHEET I OF 3 ip e'r Ri THIS THE_DAY OF 20_� C' R 1,.., II OROR , R �oJ.�,�. 0 750' 1500' 3000' ya �� k,. MOSSA MOSTAGHASI,GENERAL PARTNER PEOE 46 I S � SCALE. 1'= 1500' 04 04'Op Oq✓✓✓ , 2'' . Oq q OR /s44 -of • STATE OF TEXAS ¢ C't SECT 0 J \ itD = OgOA'A JR ti S COUNTY OF NUECES § R i THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MOSSA MOSTAGHASI,GENERAL PARTNER Q�T 24. •��2 OF MPM DEVELOPMENT.LP. .7 h \ FF ya p THIS THE_DAY OF 20� STARLIGHT ESTATES H N o UNIT 6(NOT4%/44, YET DEVELOPED) 0? g STARLIGHT NOTARY PUBLIC, IN AND FOR THEN OTTATES 6 STATE OF TEXAS "SITE" YET DEVELOPED) (UNIT 8) OSO CREEK LOCATION MAP 1'-1500' STATE OF TEXAS § COUNTY OF NUECES ¢ STATE OF TEXAS ¢ WE, (NAME),HEREBY CERTIFY THAT WE ARE THE HOLDERS OF COUNTY OF NUECES ¢ 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 SUBDMSION AND DEDICATION FOR THE PURPOSES AND CONSIDERATIONS DEPARTMENT OF DEVELOPMENT SERVICES OF THE CITY OF CORPUS CHRISTI,TEXAS THEREIN EXPRESSED. LEGEND: BY: BRA A.WHITMIRE,P.E.,CFA.CPU DE DRAINAGE EASEMENT TITLE: DEVELOPMENT SERVICES ENGINEER 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 PUT 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 (TITLE).OF THIS THE_DAY OF 20_, 1. THE RECEMNG WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE OSO THIS THE DAY OF 20___, CREEK.THE ICED HAS NOT CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO CREEK, BUT IT IS RECOGNIZED AS AN ENVIRONMENTALLY SENSITIVE AREA.THE OSO CREEK FLOWS KAMRAN ZARGHOUNI AL RAYMOND,III,AIA DIRECTLY INTO THE OSO BAY.THE TCEQ HAS CLASSIFIED THE AQUATIC LIFE USE FOR THE CHAIRMAN SECRETARY OSO BAY AS'EXCEPTIONAL'AND'OYSTER WATERS'AND CATEGORIZED THE RECEMNG WATER AS'CONTACT RECREATION'USE. THE NOTARYAPE LIC, INS N AND FOR Plat approved. 2/22/23 2. THE BASIS OF BEARINGS IS THE STATE OF TEXAS LAMBERT GRID,SOUTH ZONE,NAD 1983. STATE OF TEXAS ¢ 3. FEMA INFORMATION AS SHOWN OR NOTED HEREON IS FROM FEINT 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 I1)AS INDICATED. I,KARA SANDS,CLERK OF THE COUNTY COURT IN AND FOR SAID COUNTY, 4. STATE OF TEXAS ¢ DO HEREBY CERTIFY THAT THE FOREGOING INSTRUMENT DATED THE 4 LEGAL DESCRIPTION: 16.777 RE TRACT FLOUR BLUFF AND ENCINAL FARM ANDGAR EN TTRRACTS,SECTION LESS.ND, MORE OR PORTION 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 pqy 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 UNDERMC DIRECTION,IS TRUEAND CORRECT AND THAT WE HAVE OF 20_AT O'CLOCK A., 6. THE YARD REQUIREMENT,AS DEPICTED, IS A REQUIREMENT OF THE UNIFIED DEVELOPMENT BEEN ENGAGED TO SET ALLLLLOT CORNERS UPON COMPLETION OF SUBDIVISION CONSTRUCTION IMPROVEMENTS WITHOUT DELAY. AND DULY RECORDED THE DAY OF 20_AT CODE AND IS SUBJECT TO CHANGE AS THE ZONING MAY CHANGE. 7. ALL DRIVEWAYS SHALL CONFORM TO ACCESS MANAGEMENT STANDARDS OUTLINED IN ARTICLE THIS THE_DAY OF 2G . O'CLOCK M. IN THE MAP RECORDS OF SAID COUNTY IN 7 OF THE UDC. VOLUME_PAGE INSTRUMENT NUMBER 8. 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 IN V. ESTATES UNIT 7, V.XX.P.XX.M.R. W W Lo O 561'1]'¢2"E 1499.14' STARLIGHT ESTATES UNIT 7, N V.%X,P.%X,M.R. W S61'27'02"E n a Oif) 170.00' N- zo �� N Z 1 2 3 4 5 6 7 8 9 10 17 12 I L 1 2 N 2O I ( +� J J 3 9. Z I 79.96' S'UE 75.00' 75.00' 80.00' 5'UE 80.00' 75.00' 75.00' 75.00' S'UE 80.01 3Q,',I. r65.00' 78.00' �'^P', 120.00' S'UE _ m 975705E 0 v �o O to o ry m 13 _ ^I 0 1-:] v�i 1. 28 I 8 ' w 21 mm 19 P 18 P 17 P 16 P 15 m:2 14 11516 SF p w c m 7800 SF l- 9996 SF i0 m 9312 SF ,°JI v 10137 SF 2,.... 10349 SF 2-2 9894 SF ;0 10080 SF In 10285 SF Im I. P _- Iv W-. 2 N V b' m'^ N N n o iV U Iw VI 14407 SF o n 23 ON�- W S61'27'02"E I ol_ I N VI- - �_ :3.281N Z k, 11II 120.02' n .ITT; ro Ot r -,o� y0 N1" 2 25hR __ 25'YR b'� �Ia] 29 e` I^ ILA 62.99' '^- _ LJ 000 'I^ 10222 SFarI Saln TL 44.29�3074 75.05' VEE 80.05' 80.05' 75.05' 25� �0 - "'XI v 75.05' 5TE 37.07 nE -B N59'24'11NW 453.06' 38_0T ~S 3J.6=7j g v r•I 25YR =O 16.41' U) ; J 60.22' (91 I - S30•Sp� F149.15' I OSO PARKWAY 1 __+g J -- ---- SSD'24'11"E 453.06' ,�,ofI SEE 78.14_ COa A2t)Z6 /5'R -----_-- -- _ - -- 440'R $�mNST55 11 704.65 Og3 .Q8g 52 g65.75 7O 8$ g ' .°i, 160'R, 19.77' JV U, 4L a 550'S0'28'p 4�6.ip• v• 5�// O 56.60' 25.46' 75.00' S59'24'11"E 453.06' 1T9.49. FE1.' ERO «tl c0'.Z •1 �76.06' 5'EE 75.00' 75.00' 75.00' xwnM j6p4,4r\.` g __ __ 75.00' S'EE 54.60' O S50' FZONE -51FE 752.98' Z -tl �1 2YR 25.42' 34.J3 5p8 .�.�._FEMA ZONE AE(EL 11) 0 oE W - '�.� �.. 19 EE E X OTHER ___._.-_._._._.-._._.-._._._._. 47.Jt I .r 118.49' O g LOODAREAS_ . 25.YR OW' � II _ ^ °v Sp• 6�/, T_ FEMA ZONE AE(EL 11) �._.� `` ZONE X 7`�J o 77.18'.....5.16, 6 4 19.55 11 . W Ay9 6 7 a ___ FEW` 1� L .1 S5.4B' 5'EE 75.00' Z 7 12137 SF �� �b� H N1 �6 / 3 w 4 11447 SF a h 10664 SF iD g 8 $ FE1M` Z 5 m'r c 10177 SF 10 w• 25YR bp I •,� 12790 SF /3116 SF a 'v1 n 10125 SF Y- o O N 5 2 c'M1 nO - ^' 22 "1� y- $ vm 11592 SF vn 11 m� U Z ✓ Z N a 11904 SF n n b iD b N= :PI n b 2 11360 SF 12 _ � b ' ^'? ok m n '^ w '^ N N 6..,= 12054 SF 'm 13 14 50- s4 2- 22 0 11257 SF $ in * 10UE y^� Ng '$ 12636 SF U -- ---37.25' _ 75.00' 48.68' 26.81, DUE - H N ---- -- is.s6' N59'24'1 1"W 123.68 8119DT- ____ 75.56' 72'00'03"W 10'UE -- 75.29' 74.55' -n 75.85. J *_ �•--75.29' N66'23'S0"W 413.51' 38.9 ' -I' N50'Sp'28' � 2.13' IS 259,6p' N '..24 __,_IgLIE 9'S 6, PORTION LOTS 9.10 h 11,SECT 24. 2q 7'1L 75.pp' I/ FRk EF k GT,V.'A'.P.41 -43, 4W Na..05' N RELM . O.201ER OF 7006883, ES TRACTACRE N57'5511"W 9¢1.13' LSAT OF WETLANDS ALONG NE RANK OF OSO CREEK PLOTTED LIMIT Of WETLANDS KONG NE !.1, BANK OF O50 CREEK PLOTTED FROM C OF E GOOD 11/11/1S VIA THEIR LETTER DATED FROM C OF E COORDINATES VIA S 7/21 OSO CREEK THEIR LETTER DATED 11/17/21 LEGEND: DE DRAINAGE EASEMENT CURVE DATA D.R. DEED RECORDS, NUECES CO.,TX A-0T44'S1" 0 c=10'52'45" ©c-or18'16" ®c-0750'1D" ©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=107.213' L=34.42' L=16.41' L=226.35' O.R. OFFICIAL RECORDS, NUECES CO.,TX CB-N82'16'12"W C8=N64'50'341W CB=53721'261V CB-N54'00'06"W CB=S7746'24"E 0 25' S0' 100' CH-76.34' CH=107.12' CH=34.40' CH=16.40' CH=224.30' UE UTILITY EASEMENT ®A=73'03'16" IDc=08'33'43" ® c-08'07'3p' ®A=0704'44" O 6=93'22'59" SCALES I'= 50' R=15.00. 6=480.00 6=330.00 R=200.00 R=15.00 T=11.11' T=35.93' T-23.44' T=12.37' T=15.91' L=19.13' L=71.73' L=46.80' L=24.71' L=24.45' CB=S65'04'36"W CH-71.607'19"W C8=N3746'03"E CH-24.622'S0"E C8-576'23'2E/N4 CH=17.86' CH=71.66' CH=46.76' CH=24.69' CH=21.83' ©R-9'49'S4 O R=95.00'58" O R=850050" ©6=08'33'43' ©R=86 3703" R-499'� PLAT OF T=17.51' T=15.85' T=14.21' T=22.68. T=29.94' L-25.87' L=24.39' L=22.75' L=22.68' CB-N20'51'59"W CB=582'35'03'W CB-NO6'37'36w CE1= 5 CB=N14'36'41w STARLIGHT ESTATES UNIT 8 CH=22.78' CH=21.79' CH=20.63' CB=59.72''19'E CH=20.58 CH-59.72' CORPUS CHRISTI, NUECES COUNTY, TEXAS DATE PLOTTED 01/10/23 BASS & WELSH ENGINEERING L;T 22;,;AT TX SURVEY REG.NO 100027-00.TX ENGINEERING SCALE.1' TO' REG.NO.F-52.3054 S.AL8AEDA STREET. PLOT SCALE.SANE CORPUS CHRISTI,TEXAS 78404 SHEET a IT 3 0 0 N STARLIGHT ESTATES UNIT 7, S61'17'42"E 1499.14' t V.X%,P.XX, M.R. I O tl,. ul I4 F S61'18'10"E 1 2 3 4 5 6 7 08 9 10 11 12 13 I INN 185.00' ;o rc P 5'UE 5'UE �I`et'. ` I�� I 26 11 I o ' N n ��44 85.00' 78.00' 78.00' S'UE 78.00' 78.00' 78.00' 78.00' S'UE 81.81' 1 109.36' +I I^ � wlw I. 9 14 30 30 I -I 5'UE 125.00 -II-8 m N N 21 °' m 7389 SF I .ir2i Ig 27 g o 9 I 6250 SF I$ 00 I �I� 24 "m>. 23 22 21 - N61'18'10,4 W S61'1E1'10'E o o- 1W N' 13548 SF c n 13907 SF m• 14266 SF 20 19 m c' 14624 SF m^ 14983 SF m a 18 ri 109.33' n n tq N 125.00' N `"^ a$ w m 9 a m 15342 SF P 15 ' Tv ^ I$ 28 $ c�$o I DN 9^ b`O r,^ 17 '0 7228 SF I e c , IP 0 6250 SF n l I O rn rn 16489 SF 1 m •m p�-�,� IS p N N I I" S61'18'10'E L., JE ^ 125.00' 0_ N2'�, 9 1 .30' I N 06 b 11 25YR FEMA ZONE X lin aI$ I$ ( 29 O $ _ 5'EE 78.14 OTHEP AREAS / ^ 16I� z Id 6250 SF Wj,R I"' 7961 SF n Y S61'18'10'E - - - 8.14'--5'EE 78.14' 78_74' -- 25YR to i�'A3 ,$ h It 125.00' I j I o - _.--- _78.14'/ 82.07' S'EE 10YR UE 30 Z 0 a N57'55'1116 704.65' --- J I_ -L J- 30' Ig ^ N- 30' I 5892 SF � M Z F6MfiZONE% _ __ 93.55' r^ o T ,� v.4 Ld F _9THER FLOOD-A ._- - - - _ - Z _ -SST=S'11_E 75 / 1'n'1a NQ O -'-- 5_EE O FEMA Z6HE AE(EL 11) 2 98' -OSO PARKWAY • e I N57'55 11'W �,J o o �g a u - \ FEMA ZONE X OTHER FLOOD AREAS 1 -}-- _. __ S5 5.5_11, 155.3. 9 I I '0' 55.48' 75.00'SEE i5.00- - - \-_ FEMA ZONE AE�EL 11) -- �---__�__- �- W . _ 55T55'11'E N 75.00' -75.00 - _ 910.61' p 25'YR 85.00' ---. _ 1...o N S 85.00' S'EE 75.00'- - v N 25YR - -_ 7s.00�- -�s.00'- �5.00'- 5 EE 85.13.- 1 1//Ju 51 13 e$ 14 a o 15 ?$ 17 25 J / pn 11250 SF c 11250$F o 16 v g 11250 SF m 6�.5^y r 1," ,Q� ry 11250 SF +$ 18 v'^ 9 0' 'R o 12750$F e S 19 a o 20 ° N.- LN^ 12750$F ^ 11250 SF a., 21 a S a 125' �' c n 11250 SF o 22 < ' 23 .$ 14 �" 9 - 22 11250$F o,� 11250 SF o„,!;1- ,::‘ 13424 35$F $ I O 9 Zr^ _ 10UE E' N 75.00' 2�- - -- 50' 75.00' 75.00' -'- - o 85.00' - -- 10_UE ld r I' N57'5511 es.00 75.00 - - - - - 941.13 75.00' 75.00' - 75.00N.:: 10 -- 101 1 E1 >" �Ia E 9a.00'- I ! 3 CURVE DATA I \ I NO 0=93. \\` R-15.0000' T=15.91' PORTION LOTS 9, 10& 11,SECT 24, LIMIT OF WETLANDS ALONG NE L-24.45' LEGEND: FIB&EF&GT,V. 'A',P.41 - 43, BANK OF OSO CREEK PLOTTED CB=S75123'201W 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 ®0=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=N14.36'4116 CH-20.58' O.R. OFFICIAL RECORDS, NUECES CO.,TX UE UTILITY EASEMENT OSO CREEK PLAT OF STARLIGHT ESTATES UNIT 8 0 25' 5 CORPUS CHRISTI, NUECES COUNTY, TEXAS SCALE, 1'= 50' DATE PLOT TE➢,01/10/23 BASS & WELSH ENGINEERING PLAT-SH3 AS PLAT 22 04 TX SURVEY REG. NO 100027-D0.TX ENGINEERING SCALE,1' = 50' REG.NO.F-52,3054 S.AIAMEDA STREET, PLOT SCALE SAME CORPUS CHRISTI,TEXAS 78404 SHEET 3 OF 3 EXHIBIT 2 4Oapt]S y46 0 A , UDC Agreement Application Date of Application: 1-16-24 Type of Agreement Requested: Deferment [ ] Reimbursement [X 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: contractsandaoreementsAcctexas.com Mail to: Development Services Attn:Business Manager 2406 Leopard St.Suite 100 Corpus Christi,Texas 78408 EXHIBIT 3 pM o LDCO �OOOMC ]C1TS `�O ¢�� t�II IIr////���\\ II���J�IIE1I1 r�^\�1 ////���\\ III1�� UNIT IIIII''''''IL���x\\yIE7II [1 7»IMP =LP r� [J UJ UL��O n� ESTATES �%{J�„I�� � L '4 ,- �dY � ° SCALE, COOP CnNII0T0 NUJ C ES C� OOUN7'Y YEXAO �� � N i g " °"`°m` LEGEND 'SITE J (UNIT 8) M.n rimer FE "°. ,<" `cWa " mcn am "K.° �E°COT..PPE « ocATior«.aKac MAP .r W CC. cm"rs.P Siva " aw,"coxc.m.wan 7,...oxrcmx ar a..rrmr P.c" "` SHEET INDEX «^ C ,,,,,pop,pp.,. ""`r"" „..or.n.A. SHEET 1 COVER SHEET AND MISCELLANEOUS INFORMATION mr .n"von"•ms. r.n."r many sr.a Par•MT.r-.ro.5 `n n ,w IAA a sfern Ia.. • MOOS Or PCOP SHEET 2 PAVING,GRADING AND DRAINAGE PLAN AND POFILE owpo - m�"'"s,Eawilt,mx oars a..cw 'a a s�1p1jm°f ow..°iSL°" w TOP N. SHEET 3 PAVING,GRADING AND DRAINAGE PLAN AND POFILE w,. "'0°an`O r`M...0e` I 14.14.4%vrm. SHEET 4 SANITARY SEWER AND WATER PLAN AND PROFI_E _ r,"mums ,r,,,a azo siw.w...u.ru.rr..n»r'n'''' conow.nor SHEET 5 SANITARY SEWER AND WATER PLAN AND PROFLE NNmwm.z ''', °N "u na Po..uc""`.,e";.xr". .f0.ws"rwr"1gy SHEET 6 STREET SIGN AND LIGHT POLE PLAN AND ...•C VVc w i."fr nvmuo. ESTIMATE SUMMARY "s[.ax Lue n m.m a aawv[Itmr.m4 a 6M1 SHEET 7 STREET SIGN AND LIGHT POLE PLAN,BARRICADE NOTES TE n .o,o a urv,n Im a cunt40.77 AND DETAILS mw2o , CALL BEFORE YOU DIG! SHEET B STORM WATER POLLUTION PREVENTION PLAN `aA,rEz.w[s."r.¢Po c°r.as RE:ODD?« AWIVf i . uo-umo cm a,n .0 - w w PAP. GRADING AN,T GR < Nn c ""sw v"°"tt re.r+m con.°.. m SHEET 9 STORM WATER POLLUTION PREVENTION PLAN aT..w.N w An' °" `I,n..-1=""""` ,en 91 I w SHEET 10 STORM WATER POLLUTION PREVENTION PLAN • w xro sin > wmwn.Np. ,a a P,ra fuss...r.E THE LONE STAR ' ' rmv.ro-.eora OW q� fir' SHEET 11 JOINTING PLAN FOR CONCRETE PAVING nnNa a,w owo. nr p oi.ana ro r"oneE,...ao -lOO-6°B-H3.N wwmw ra Tor cwrw.,u un"aar Aaa.rzo.rr v"un. —u"--`r'Y1'r" SHEET 12 JOINTING PLAN FOR CONCRETE PAVING ' _ r`V.Pi un GENERA,_NOTES TRAFFIC CONTROL AND STREET I IGHT FFFS r NE arowevcr.am"a SHEET 13 STREET,SIDEWALK AND CRAINAGE DETAILS ' `"""TO m`m"`x w"11°`"` SHEET 14 TXDDT SIGH MOUNTING DETAILS: SMALL ROADSIDE SIGNS n"ns u s,a.r."a oar tt u" a r. "r/o,"..cwo.P ro.nrrcPrOM.0 tor.„Nu err...uEo r t�o.r. Isa P.Au ro """`an"a"iO ` Tara ro Sur a m,a,x.rmr n...Asa m axrrl mrrrsv:,w TRIANGULAR SLIPOASE SYSTEM • Es.r r P c.c"'",n""--ra na" • arux.r.. .o.rra. .®.c w n Ix,l ms Arm. w SHEET 15 COY CROSSWALK.PAVEMENT MARKINGS AND STREET NAME ' sr..n..r-p..,�coTc r. "'I' 'O 5Am a',avow sracm.'row snE.wru.s . STROP sort ma msw�s P.Sr IIP ovci 0 ,o,r.on°m n cwm+nan `mmr ur a.n«,n w.,r...r..n.�Tao.Tort many r .rw.n BLADE SIGN DETAILS • P.sm.,.spnoro sm.Pr sm.r sumo.a r.s..e.ron, .oar x an an-cc-«.sass..maul ,.croe,wrnc e"`uruimw.N o m„°A" SHEET 16 TX00T TYPICAL SIGN REQUIREMENTS,TSR(4)-13 . """"manaATE "c"mN,o oc.w.A nomsm A. " WATER NOTFS n .n.en 'N o.now vnw-a-«r orau.s mom..m.o.w/a nsn re...no "NmaiQ°.4`r.u.a"DM6'^'a°-Or "ra Of..WOO""'LN^o moE n«1 m SHEET 17 CITY CURB.GUTTER AND SIDEWALK STANDARD DETAILS o.m _ .n crw..c.m ar.e row E o-n e',eMiel w Doss.V.,s."r m�r.wxan a.nxuw ""' " parrs ra w wn- re sm,rn.m As son x Pr.ram arena-a" ,xis,.Tinny"4a r.„„w:.n we rx ' SHEET 18 CITY STANDARD STORM WATER DETAILS . «rEras,o vrnr...e'A'C.". mans""Er.,w"r s.n c.a.n Ew..o"m ssnrc.s. t.mnu`wn`O`0""u'fp""'w SHEET 19 CITY STANDARD WASTE WATER DETAILS r• c n n.rm co,."r.''p».,ur p,"""P"s.GA.ssan,m,,.m a. u .s..awn ro .s rums ra ro n vr� ate. ro eos Amur..n,r or"'mass u"rs.."n.m,x.. SHEET 20 CITY WATER STANDARD DETAILS Tampa r "uc ,,Anna.,,Pro ova rec..Am,.a..Hamm To now m `w�" a.".,.pt..s us mama..Hors..•ro t.Twos . SHEET 21 CITY PEDESTRIAN CURB RAMP STANDARD DETAILS % raw.w.a" twos..P .spur o r". 'E a x raw Ea.r ipi) "° .mm Pn r.. r'''''`"un strr a aa>'"f,mAsmr"o wow"i°r Pr .�a p/Z.7,.rrin. awn rm.or F.fours rimy T.GATE a Aar,,..Or,x.wuc wows r 7=7,n r...Pr.>. r . cur"".w. Cure wws.,n co-nrna sw. smr A OI nc m,n I.'r HPK Eeuc "'scRKa o"coon.'Eats rNm m "`""N Br8 A. _ ' no nea w''''a mans m""wvxc"c.n..or¢An rr."rr sswarr.a n.r nrm Pao urn,n m GA mwr.aAros a o" :I'''':`;`"'' r ••r m. ENO .o Whitmire,P.E..,mro e,.m ".uu.r ro.0 armwuo r"xro+awn."n+ALE n.awa rn.ns a r.c.ww was w.rn ran"EomC°'r`rn CFM,CPM ""�,^'ax,m as°rE. v s.nncr,ra non c. ton r r <.:.as ra.r<.0 r. FP..so..574..roem swr.canA.,o.TO W.I..LOC..a 1 GEVfI°PFK w s»rnnr.Esc" ..I.r.r.nc..a c7A.u, r""GA.i..row n— -` a'„ rm m.Boon.,,r,n.rattan..man:.a oolw Luc w....au.n. \,w 'a rna a a♦ a inx ®>�4••m�a..,av T8.6�`SJIJJI.CORM;ARM.TIXAT .. NT. 4-3132 n"Ar a[u"n a•._,mi w un ry Au"n writs Po,n,naw2 s"P.m".a s..E."r m M o,ut',, a n. n"rum.ccAr,— <cat a SWp"can .........4.4 ,/ a mIY.nR11.. c GNii.RY:EWER NGTCS m,.,nro awz /.w.nurs Hass."WPCs"aaa,K[.a" RFNCHMPPKS ���..... wwo,.uu.n,raw+a.u.x w..n nit wo K.r.nu. a wrvse s,arrs.nr STORM WATFR P01 I lfT10N PREVENTION ` °`1JX1O1'ur tt r..nro.rc�,u.,r.own m w m rs,. aae o r.ms�a v cove A* �.E.rrn MF"' E BASS AND WELSH ENGINEERING - 1s".`iP„",+ ..w.„nx me a sew".."n srurc /at/T. EGKIMT N°P-52.]ON S.OUS AL�EO.STREET ,sure r,r. wmar .,o cwrrs s"ui mama,r<ua,.. ,o.a-Ta , x+r CORPUS G .IME .. . «.r .,rz".awn.nKrr ` awms.,v,n,<awNa...wart«r w.nit..,x.au.a nw.,o n<,".,..Pro. a nsr Kw OW"5°Q°w"°"" PUBLIC IMPROVEMENTS TO mmomz r r r ui0 snommn In mop,n mnpxr o:n...rro... L s wrs acme'. ,a,r.on.......Oar now 0r"annn ro c.o..c,a"an.m fast Wart aouc STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI,NUECES co.. TX ra w m-a,rsc OR savor.ours...w..ra 1.1...M. r...ran rra.a m..w.nu 1 7r7or 1-1 .r,w,,.rr.n"n.000n.m n.cx.nw spur craw T.bon.a a ace rot saw am.afar'..vrmxr. ,rim La...r. .w - on."rm waannw ..r ammo.aim zs 5. OmCOVER SHEET AND MISCELLANEOUS INFORMATION v Ev,ws.a..n ..car .`mm"''`tcor" J SCALE,I,5W opo Her on S61'17'42•E 1499.11' STnO°Grt MATES tow T. 561'27'02•E I li+ } iw no.00' _ L._=:_i 1 J° i \_., s % ---- - rT 1I a \ NNW. ,..••••,......,• 20 P --r �Ej i Eje J I � 11 + 0afi:.-1 old - u s '' , SNOW (�I � g _ Vie. ,m:<..�.A 24 •��cs ,y'"-'« 1°'N 10,,,crsgaWM� sa-���� __ _ �'� �!a z ]1FTFNTIDN CALCULATIONS mrs.r „e S�- -{- - - ntx} '""�,— ' ^_- __ } F , . '�-=� _ �cm-,Z DRAINAGE AND GRADING NOTES cF �' Y -_G 'all kC ° -RE Irl.• � eL�� W r/�-�� } , }— , s :: } 4. 4 e .- 8 ° ,'plq 1 ,. a ,®laf'Y ,mac nn,.. r,w.l.w..1,.�.,,•,�:.u,..W,v B w w EI � :.R H.w tc-I �� ;-- j�w4�1K-_ ____— __+„�or4E_ ��_' ° ry Idd, _'a,.s u. ua m.nu....s..,......s 1 ———— N 9'4 11 123.68 _-g' lY--.f`-""�-cir_ .�,r' ✓.-' �o—uL-1----"-"E-- --- —�-I �MG MX.w /700'OS'W _o - ��._J J-_10a>s°,R laof*' N86'23'60•W 413.51' g,.•• 8 m.s t L �1 'gs �a,s°i.o'°" _ __-_____ �I°n N30'Sp'281Y% R -... 11 941.13 11OB'O$_ _ _ X Oa O 10110 .ws sn • �w n,RO pi¢R Aeavery, AY,•9 d�Rm w°,°r - —+ 1, Uhl %6 ,Kw unLR o.no 9iarw OSO CREEK � "--- }.nrR~R. 31190�• B mis;no'914.1%vno-ww 0+00 1+00 2+00 3+00 1+00 2+00 3+00 20 20 20- 4L_-A. I .1/1111... I10S ° 1515 nay,i•� • .rtRin:r1J i c..•n' ,� N/i.k EFERNMI �� 9 n,xe n � 10 10o .eR o 3 ' --MI OK 101111.V.IL I,OPR a OAJR�w / 3 S 0 eww,n as/ 0 0..111. MUM?FOR CONSIDLOTO• ®o••PROFII E - RANCH VIEW DRNE PRDFII E-AN 61S DRIVE r� 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11400 20 20 LB n.NL,•nUaa Uc,. kwi.• rrc swn�w.�•ewv•n ' ass.ei n •. ®n fa a. "1'ie wa"1. SU ,n • IL LT k RT:L^L 1C 7C Id� - 15 O,c.�nss� vwwsw Lin,. OO.J1� _n^ Rt bV SW° '9 17 15 �� °i`i In' _ - Tc LT k m{R ti('sns.r ^x�w�„_-¢0'69E----'a"YS!i °` •l k RT°- L='n ! y�( °°F�1C iC Itf o .31, a 08914—--— VC LT rt RT° u N ° 2J' S0 100' r65/24 J O' BASS&WELSH ENGINEERING °,n rf;11% n t jTR SURVEY KO.M 1000xx-°0.TR[•OWL,RSq R[PRO O.,JRRROi,le'H°w a•HOPR a o.,SR RPOP.e•MWP s 0 u ^d•° / '`�R F-Sz.JOS.B.A.R.STRUT.COMA OHRISTL TCwS)6101 5 nwn,..e� /� L.urnam °1m �'n.m/ �mr1 5o PUBLIC IMPROVEMENTS TC - \ STARLIGHT ESTATES UNIT B CORPUS CHRISTI, NUECES CO., TX RaOP.OrRD. A1p cr.7. "'"'+;'it PAVING, GRADING AND DRAINAGE 0 0 ���— PLAN AND PROFILE PROFILE -0S0 PARKWAY vLo Jo. — rxE Iw):T'� ----- DAM PLOTTED R W2, SHEET_I_OF,, \ v.RR TK w ..i i. S61.17'421 1499.14' Cl " - Ru[ 9 - - -- —I` in185rt00'N II e•uc > ::A NI I II o o % + / , x I I 1• v i t--ure I I as," �I n N p 'I- RR ], I 2019 _ , J � ----,N__ --- .'4. ' I fl a qq+ P :! f a + Ig ,T,'".° ,,,,,..,-Eiii,,i,-14,:________--,_-_,__-ffif-1-___Lia._-_____+4.1______ ..:_,,__,,,,_-_,1_1_,...________,411 ,,,..... . . :II ,:kiv,,,, .... rc)...",,,,:,0, ,12: __ �.._�ttrt�. I Y>; i- I :' ': i' r — Imo f 4 1 ... .. ., 21 '°'Puw w NE,n n aRPR.n u.r IF --- -.Om us_ vS - .�� 4IR N57'55,11 941.13 -+-------- - _V'- mP«P,P 1 + 9 POINEIN Lors P. LAW or mv.os ALdG.BON air°spawn, o ,R! i.l P,.srci�.. IVY OEVrIOviEM.Lv., 050 CREEK 20 12+00 13+� '4+00 15+00 16+00 17+00 18+00 19+00 20+00 2p+� 2+00 3+DO 20 7D _ lIr u•v,:.« :wrao.0 IDn�T''..�..... ",� 15 ':;.n'.;r` va� ;,.m.,c.,.ar T.," 15 15 ----tee •ts .+..•.•,s.«.. ..� j f "Yw '�:.., sli� j1 99... ' i �m ic'i i rw na O^ . . m w G me TC LI! C LT°I i e 0.31[11 ` l N a u In 10 - .Rn1�,R L!mi aP • ... zu u-T_-,.J_Jr1�awQu _ -- l .a vs 1C Rla O.Bi 10 10 Win Fe ul I f ` PROP!,e nLWr o 015,L PROP •er tOPF 11 0.tx WWII i� u.' 5�Ir FL OUT a a✓�" 5 5 1.,r�.r,Yb 5 o x�• 5r too 1wa suLr,r w Al {1/30 /21 u 0 0 0 0 PROFILE-G50 PARKWAY PROFILE- KRYPTON DR Tx wRvc�RccSNo,OWOOE3S00 ENGINEERING erNiaur[xwc REG.NO. (-St SON S.ALAMEIN STREEL CORPUS COMO WENS NNW PUBLIC IMPROVEMENTS TO STARLIGHT ES-ATES UNIT 8 CORPUS CHPISf I, NUECES CO., TV •— ._y ___ PAVING, GRADING AND DRAINAGE PLAN AND PROFILE �_��_ PLm SCNG -NNY rFLG 9502 AS RN ---_-- w r(V).co• tat31_sl.rn_o Al_ — --- ARLAur MAWS S u.R.561.17'42'E 1499.14' V..> nau•F'^.1 I \561'I'02iE 170.00 a c�1 TOe • 8 11 12 { , E JN S I 2 •] . * x or. p— — C l 4.AM1S45 I r—N=N ..T 1 —' ,�ti—Z_ — c-- >1wc wrRz Oj I` auY Rwc.lR ro 11 4T - _-;_ : ir i _ — -a„> > x Ita1g F a Pm • .. g 41 F G: t �� --�..._,.�,�...�� ,Ex L Gat t - co d ------- ;pi —5_F- e s 1�e p kpI:g 1 ''''' .°. -,i6",•`. it„-77--.6.1.6iniminummumeni mg ,.. -• . lir 111Wilarrials 9 'i REF ' [Jv M • R p Is k�n $ 'e� • • ktil I o NI P 2 H p . 7, ,..b: I ,J I. n' 3E a L � k___ — �_:g� 5G� — N59'2411'1Y IZ3.66'___ - _____i-Q __-_. X �EH' �• �o-w _ -_------._- N7700'03'W -? _ _____ __y__ [ N66'23.50^N 413.51' 8.• -I L -___ -- -----_ -- i =1§ 1'50.50.281v ---1auF '-' g36X ---' a w,w.m.1,. ,,,it'n. i5 0' II NST55,1 .r.Vrwww•r.Lam. § ,w rPPrrto,Mnn, OSO CREE< _ 1+00 2+00 3+00 ?5 iiimmoimpip.?5 hangnail'10 10 1---11012111111 301.4V00 FOR 6ONOIRVOTlw2 pROFII E-SS LINE A(RANCH VIEW DRIVE) 20 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 20 ,.w.w ur.-rr t' rtu irr (1).rarJu, Ili.'.nar ,r,n is 15 15 i u r nn:+" - - i ..____ - PROP I2-11NC R O WK iv •.w rt a rr•w 3w•LUVR BlO•iC < 10 _ PROP VJt BFID•Tc i (I a I-n o n -_ rt 1 1 •,. P loo. i, j \PROP 12wC MR - i 10 2 Z SCALE.1••ap• '--- 3'CLEM BELOW iC -` J PROP 12-PVC W1ir I. __-+'___ _Ww_,r,•w•a,x ____- - __ BASS$WELSH ENGINEERING 3'CLEAR BELOW L Uw ix SORVU REG.NO IOOOT_00.1X[PIONEERING REG.N0. n N,4 5 •__ - -- _ *4,r.0.,x F] F-32.3ON S.Au•alA STRUT.CORPUS C1.$TI.TUNS TOWN i PUBLIC IMPROVEMENTS TO �,,v,4, 1 ,r,w PROP 0-PVC 55•o.NNE ` --- • ---- ' 5 i STARLIGHT CS-ATES UNIT 8 �. RA..•wt ss•O.uR I rxor 'svC S. BN4s o CORPUS CHPIS71, NUECES CO., TX .n ti,+o ""P 7 0 ..... SANITARY SEWER AND WATER 0 nc. -- —� PLAN AND PROFILE PROF E -SS I INE 8(000 PARKWAY) ,I A f,Pa vOUFS(WET J00 r s rinu�..,er rna�.o a,.an PROP 12wC W1R ..�= -- (I. O NO. ixw F norrEO ws-ma SI,EET_0F� urn S v as I ax uR )' 561'I7'42•C 14 99.14' „ ) J I ;�P �—ses rls•o—•E = oN as.oD) i sia a . Sic % ) O a ----— S a — m- — S. '-7rr j I 7 I M —7 I b II --- `I „qm I 8I- - _ i JI I I I -- " Hl "t ': a I s. §I§'v: "r ,� '--i jII,:PLPy""nM ss�� r9; PROPw_eM TOR ft1n u ) A I LIN o O0.44X }e l-___�R -Lb -a-- N e i 's -' / Ib�F I ke �r it I . O I _ I -- _fM --_— —ir` — t— I to I ` ;°��9`- r` w •.>y....�..r li�t.�..... —tv II-Viwv,I I �1 WSYF �r_ Q w a os �� al R 0' -. JAW. a=„se — w� •owx -..� yi,4=1I u ape pt --25-- - =e-�_ _en, C_ _ Sv ...._o rE7 I dE t e e Sxr )I OWd ,a r --- — -- --- ebE apt oi F NST5'0,11 941.13 --.- ------_--to--_--U I Ylq oi. 4§ i PORTION Lorw.1024. MI OP RETWbS ALONG n •Ti.n. cn 21 OEvELOMNrtLRt nMu C OrcrR LCTIEc ImSR`aoaRArtsDOM 7w 05O CREEK 20 12+00 t3+pp '4+00 15+00 1fi+00 17+00 18+00 19+00 20+UO 20 20+� 2+00 3+00 20 ...ao� NN 15 15 15 ----max 15 ..... ..s�w. rn o- ..w.�.. 5 wor.<nA 4�a P� PRon,'PVC ^p1.xna nt Hag 6 +--,Lr y ---.M .io tiu. \\\ ��- tt 0''ttFAR mew .a t�arMils�rr). J'CUR 0K OW c mNn u�-_ JI_. ___ 75.:LW DEL.IC 111. A�i t n a n 1 tat h a t nN f0 _ t 10 10� 10 of y0-___ '� A .R aAM rIR E 4 IC ...L....'` � a,r� Q1a`� �__� 0.4a� aam n .--- :raw9as>a rt a ,auW e'P/t u e A-,.L� , swnL�.. ,u R as a44t-R. P°'..a� u 5 Q� 5 xr Sr loo PROP EPIC SE O OA. `PROP!•PJL ww,oi i� rt�i ss SpIE 50 O ONx o p o D PROFIIE - SC LINE 0 IOSC PARKWAY] PROFILE-SS LINE 0(KRYPTON DRZ T wRvn0000&t WELS�E ENGINEERING REG.xo. F-52..54 5.ALANEOA STM T.CORP.CHRISTI...5 T0404 PUBLIC IMPROVEMENTS TO STARLIGHT CS-ATES UNIT 0 CORPUS CNPIST I, NUECES CU, TO .......... .. SANITARY SEWER AND WATER PLAN AND PROFILE _�__�_ PLO,S..t' FILE: O01I'LOTTFDt SLABRL• SHEET_OV 661'17'42'E 1499.14' R r xx RR u."2' ss MT ESTATES MAI• T' S61.22.02-E I I \ ' 'xMUTES l LW 7.?.00' 3 2 1 3 t. • s I s 1 -i.'.� .e L o I_ 10 11 ,a — L--�.—E 3 n `—�xx.r.O.1x:1I �11 L - 1 ei1a�� - 1a — v i ./y L �o 0 0." s O i t "__x.----------- '� E .d. au kk —q I ri Ng S k k lass"'},r. � 1R 1s I 1. i'!"1 ; a1 2�..s`WV e o1511 MI i _ T _" - - - _ ® : A ` ' Sri= , I = y ,� a[0,vuw O50 PARKWAY'iEO.A'ARM ,--__ 6 riM -___ma -' z:IIIT riM iep '' 5' / . I^ ----- �rOzv 3. CD 10 W I----ip I 12 I IA z P.m.ns....1� _ :EL — — N59'24 11 123.68 •�I_ g -- -• - N72'0003w i — sg N50.50.28 ' ^wnM.Lm II.10•.rr,ssn;. 529'B':�y 4gS6Y ---- — N6623'SOw 413.51' •�_ NST5511 41.13--- 6§ na1 V-,LL.wrm,01.. OW CREE< IIMASIMAMIIMMEni .43417.4501.0 FRY IMATF SUMMARY em.2... "" MEI P. rrtan 04430M w1 44 ayN�♦n, nV.snow r wI xr r4mnnw P•crs rw 1K wa •I�..^hi _ rk. ,0 2ee 1451 PI14 .w e.a ssmr< a es — 1.e.E ,, ,,,,O..1, .Ph. l ( 1104 501.7 - ..w...x m zs• oc, ,- 1/55/24 _ oo-wX..P h.naPm a OM.CIA LIME cool ss•er2 a _ . smPu 1144 4..P11014 `oe r a s. BASS de WELSH ENGINEERING r i•.nw . WW1'MG.MO 100022-GO.Tx DORM .RE4.MO. rE•M m WI E-52.SUN S.M/MEDA STRUT.CORPUS CM..TE05 TUN L. PUBLIC IMPROVEMENTS TO ..N.o, . -ewr•.om 1MO KNOT. "A r as STARLIGHT CS-ATES UNIT 8 x 1 - CORPUS CHP I ST I, NUECES CO., TX . a s.'Po.Po. LRowe Mn .a1r R a nxMv sw.xw nncxno-4 • u e'art verz v/e0x x LA iM.Mne wx"'"'sw wv OR A.!*urn-eewxe 2r u a w veal nu v -•, _... 4. STREET SIGN AND UG U POLE PLAN e - u 0 a eMeon.n,,.a.x wax • u r fO" —= � AND ESTIMATE SUMMARY xrw•wnn POLLuOw PmTMmM r u �= PLOT SC.: fil M. _: _����---� `(`(vvk JOB M — DATE 21.T(O m SM ET-'- — ` v n R vn WR T' S61'17'42C 1499.14' wssrw.rzn.. .sun IM v.urRs vun 1 avE� s t s t T .,<7 e I o ,e ��' �—x—��,�—9 561.5.00'E„ y a n 6i00' w I J -- -, J \" L 30 Di f -,� I I Y ; x'- /I a ✓" r' 1 " .a}----� - ---16_--- ---- ' ®• i.u.°�.r..u.- IN ser�rlot y -- ---- W J1 w • p7 Pi —_ LCB..'Ra �.� MO ARwwkr ' fR,.H, `a ypyp 1.)' uuS__-b-.— -- / LCB..•M✓ '8ou 3 w o —_-- ---_y _ _ -- ______ I G* —2359- --_ -- - I d -- R .., '° 21 n 2. ��,a 23 --__ xx -10 _ l; —' I- H FMgx 10,E R,1-k 11..E-1 Bn w K -NE B rB kRER GI.V. Rt-J O SO[MX p,C(,CIBRENrRE 1. CBBRof ES MA40,114x0ER Of 507P AC x0t)B.S6,nR* 1 DOC MO OSO CREEK I ` R1R m 1 enn nBW I ' r �rt »o c . nrr 1.E u,Ra1cm. Ir,.\'%'%#' / 49 war anuv vmo cre W, ICI r�R.w.� V, \Nr././.0 ¢ _ , s rwv,rt,nunw nOKICILTAnninONWAninin ��r.ro.u.. �� E a,1 Wa,1 �.\\V//I/ a Eg a, .B ,,r, r PUK.,Ka�.� ,. I�'�!I w Ee f -* Et1 m aR r A. I . 1.,0-... L.101.00e VW(.,,.,.,,,..<a 1.1 w: :"K, E�..r�, rcv1 TYPF A END-OF-ROAD BARRI FAN B 25' ]n otr TYPICAL UV ADF PANFI DFTAII c P. ns m ivs�uura c vrnor vwu w,w ouR(�m„ BASS&WELSH ENGINEERING n .w0 ,- B EWBiwELRIr .rw. IBx.s]BSn s.c0 AUICM1 STRFEI,B C TBnBus<MR011 10EK5 B.B{ sw.a.K�uaur.n.w„r.-nwre PUBLIC IMPROVEMENTS TO n.rwww,a. STARLIGHT FS-ATES UNIT B m. ,n.wu.w,svk..,.•o.evun ro.,>^,v.nanw CORPUS CHPI ST I, NUECES CO, TO Y STREET SIGN AND LIGHT POLE PLAN, BARRICADE NOTES AND DETAILS =_=_== PLBT SCKL:1- FiL_, SGLE a n ,pE„=� �= = swE >: - DM TOTTED L-kerL sr.rr__..F S61.17'42"E 1499.14' N.rr F ¢ ..E• Auea f54 IRR',. S61'27'02"E I X 170.00' V ARup, APES SSI I 3 x 5 O^n.M R 0 ,0 3 5. I t�y$'� y RRD.DSEn xMuao owsrRMEnDN EMR..NEE.MFFr —s I Bn I el ), 9 In I] In 15 '. S x,I:RMx, 510515ps 1,02u 011 buio'ox F9 RULiX.N t£I aLn.xD°vFC.IG1iDx3 pp I I alD 5,2 O I,B5 � — =n- - - rr i:, ,,,,,,,.....1 -, e.cc� 0S0 PARKWAY l�� 4R81 A LJnr - POLLUTION PREVENTION NOTES_ 1G _—.__——— ��, SEDINEMAPGN SCREENING FFNCF •V — 3FE i' _ Mt CD2 o.miavrt iox W.ro.wnw ROW. � Fp aR JO �x /�-e / '� t5ln — — ___ 1 F' __ ——— o CCR 0I5790 u v��x.RCIc.Ra.r cMR.u.ia 5'EE- U j TEMPORARY f,OMR01 S r / , Q . n ° R _ — o R°„.....r..mMla.R,I..I.a.aE.. e , _ — ---- ---_J-1,. Q u u 0ncw-xI„..iga ..rn.... . vw rt.... I.. m.s Z42 xm mu cunrt.wu ---- N59'2411 W 123.68 — gg I --————————————— -—— N72'00'03'W . R o rc Ix r:xx.R+svrcvrr.n.v..o sT..F Mv.rloM N66'23'S0'W 411.51 tl. L_ _ - l§m N50'S0'78"W ———'_ vi� 936� 259.60' N57'5511DD 6� —_� - 94 N6609; 0. .51 3 OA s oEo Nm� ' W.M.47MNan . . or .. MY M, IOI ralcus 6 5 rxc.u,.w>RRi/i� 0S0 CREES .xn Q..T. . ... M x..n . .,.. Mxox.0 w.n on.«sr N4.74.? 2 xi"s wi3, _ c,,,M mmns.a.nv Yi .f= AILEAMO F.GOINTRMOTIO Al 041 25' b' 100' . SCALE.1,50. BASS&WELSH ENGINEERING MO IC001.-00.,X CNCARCRING REG.NO. F-SC.MST S.AA,EDA STREET.COW.CMS.TEXAS TR.OR PUBLIC IMPROVEMENTS TO STARLIGHT ES-ATES UNIT 8 CORPUS CHPIST I, NUECES CO., TX STORM WATER POLLUTION PREVENTION PLAN nor sEic sc OL: RmI M s.R.R ks M;T JOB xo. PaT nOTRO BALM S.AEEI_f___OF_IL. 1 RI 41•R1.814 aum my=. 581'77'44'E f 199.14' .P IN \ a . S81'18'TO'E s , _ 8• • 10 a +a �- 185. = sLc suE -ar— ---- -- — ---suE--115JlF---__ —I — In o So Wg xa xx 21 20 19 I I R sl§ _ IP `j a g AIS ,... SP • z y o txS O IOYR I• p e, o, eso PAN..�� : 1. ,5 1, • — J 19 20 I xx I N57.5511'Ty 941.IJ ------------- -- gg I �1 PORT.LOTS•.TO•11,SECT N, LW K w21u105 -u CI1P PLOW u19.778 OF _ PCP LOOM WED 11/1,yxtO DSO CREEK NL1.R0 FOR C011511021.1 ®en.owoo pa Door ,0 '• 0 25' S0 100' 041 1isyx. scut,1•.5a BASS&WE_SH ENGINEERING SIRNEI REG •)-0O.Tx E10EERN0 REO.M. P-Sx.a05.S,0111f1M SIREET,C00P+b 04888,100.9=5101 P1191 IC IMPRf1VrMCNTS TO STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI. NUECES CO., TX P.1,26. .T—'1 2. 2o.: STORM WATER POLLUTION PREVENTION PLAN PLOT Sn4a: ALE. .R mP.. =.=.=::=.= a Nr ,.vr SWEET_r_V • I SITE DESCRIPTION EROSION AND SEDIMFNT ( NTRRO S T F.,,,,,,,T LINTS: STARLIGHT ESTATES UNIT IS STORM WATER MAMAG(ME T- wn BY INF ST AND tNnFRARO N Sr D PRIES rRRROA PROJECT DESCRIPTION. THE PRIMARY ACTMTIES WILL BE PAVEMENT ENO UTILITY CONSTRUCTOR MID LOT _➢LEIER WLL CARTY iTic PU.ROFF_TO THE C➢LLECTION_POIW_S._ IMINTENSNCC:.__ALLEBOSLONLAND_SCT_COUL000NU WILL BF NJNTAINED N GOOD GRACING AND TNISNNG JY➢RK xf ORfi SOIL STABILIZATION PRACTICES: POSSE,E BUT NO LATER THAN I CALENDER OATS AFTER THE SURROUNDING EXPOSED GRQSSINA_HA$DRIED SUFFICIENTLY TO PREVENT FURTHER QAWGE FROM A W EQUIPMENT. DOLOR SDIL DISTURBING ACTNWES PAVEMENT MID UTILITY CONSTRUCTOR MID LOT GRADING MID _X_ TEMPORARY SEEDING THE ARFA.S AD.MCENT TO CREEKS AND ORAINSGFWAYS SHALL HAVE PRIORITY FOLLOWED BY FINISHED — PERMANENT PLUIDNG,SODDING.OR SEEDING BY DEVICES PROTECTING STORM SEWER INLETS. - MULCHING TOTAL PROJECT AREA: 18.TA ACRES — SOIL RETENTION BIANIET WIRER ZONES INSPECTOR..INSPECTOR ALL BE HEM..EN AN RIS Aft EVERY WEEK AS WELL AS 16.T8 ACRES AFTER EVERY D UT INC OR War OF MN US RECORDED ON IA -fafFlPOIT RAN f JGf TOTAL ERFA TO BE DISTURBED: PRESEWATON OF NATURAL RESOURCES 10 BE LOCATED AT THE PRI,..1 SITE)AM IBSPLP`IION AND_StILlSNTHEE RLPORI WILL WI WEICHTEO RUNOFF COEFFIOIENT 55X OTHER.DISTURBED AREAS ON WITCH CONSTRUCTION ID ON ACTIVITY HAS CEASED(TEMPORARILY OR ACCUS PEP E PER THCNSPEC OR Cat ON THE INSPECTION RESULTS THE CONTROLS SHALL BE (ARfF CONSTRUCTION) PERMANENT)SIMLLBE STABILIZED WITHIN ID DAYS UNLESS ACTIVITIES ARE SCHEDUI FD TO INSPECTION RESUME END CO WITHIN 21 DAYS. WASTE MATERMLS: CONTRACTOR SIMLL PRONE A WASH OUT AREA FOR CONCRETE TRUCKS.THIS EXISTING CONDITION Of SOIL•VEGEIATNE MCA SIMLL OE AT A LOCATION LINT WILL NOT ALLOW ANT Decree OR CONTAMINATOR TO CATER COVER AND F.OF EXISTING vEGETATNE COVER: AND BR191�plEPEp JA1q THE INLETS OR STORM SEWER STSIEM.AL MEASURES SHALL BE TAKEN TO PROTECT THE C4r,O-t1L SLOPES STRUCTURAL PRACTICES: THE AREA FROM CONTAMINATION.RASH OUT AREA SHALL BE RESTORED UPON PROJECT SILT FENCES FROM J ION. ALL WASTE AMEN.SHALL Bl COLLECTED AID SECURELY STEWED UNTIL REMOVAL -I ALE B DAM FROM CBSRE. co CONSTRUCTION WASTE MATERML WNW.BE BURIED ONSTTE. DSO CREEK -ROCK K DENNIS NAM E OF RECEIVING WATERS'. _DIVERSION,INTERCEPTOR,OR PERIMETER DIKES SANITARY WASTE. ALL SANITARY WASTE WILL BE COLLECTED FRAM NE PORTABLE UNITS AS NECESSARY. DIVERSION,INTERCEPTOR,OR PERIMETER SWALES NARRATIVE-SEQUENCE or CONSTRUCTOR(STORM WATER MANAGEMENT)ACTIVITIES AND SWALE COMBINATIONS - I- IR/E SLOPE ORN mum VEHICLE TRACKING: THE ORDER OF ROTARIES WILL BE AS FOLLOWS: _ PAVED FLUMES I 1RNIFT',TIT FENCE-CLEAR WORK AREA INR MITER AII (WASTEWATER — RUCK ELUDING Al CONSTRUCTION _ AUCONTROL EAR HAUL ROADS DAMPENED ECR DUST STORM WATER AND POTAB E RATER) - TIMBER MATTNG AT CONSTRUCTION EXIT LOADED HwLC.O.ES TC BC.O.WIN TARPAAIN -CILENNE_LINERS X EXCESS DIRT CR ROAD REMOVED ONLY D. GROVE PROPOSED PAVEMENT TO SUBGRADE ELEVATION COMPACTSEDIMENT TRAPS _STAPLIZED CONSTRUCTOR ENTRANCE SURGRADE CONSTRUCT PAVEMENT GRADE LOTS _ SEDIMENT BASINS STORM INSET SEDIMENT TRAP REMARKS:TILSPOSA AREAS STOCKPII FS AND R ROADS SRN I PE CONSTRUCTED N A MENDER UPOR COMPLETION OF CONSTRUCTION.TEMPORARY CONTROL STRUCTURES _ STONE OUTLET STRUCTURES IJLAT M L MINIMIZE AND CONTROL THE OUNI Of SEDIMENT TINT ANY ENTER REC./ND S WILL REMAIN IN PLACE UNTIL LANDSCAPING OR URASSES ARE N PLACE. _ CURBS MO CURERS WATERS DISP➢S4y_AAREAS_SW,LL!RT BEIOCATED IN SAY RET4N12.WAIER_EKOT OR - STORM SEWERS STRE/JIBED. CONSTRUCTION STAGING AREAS AND vERICLE MAINTENANCE AREAS SHALL BE VELOCITY CONTROL DOMES CONSIRDC.BY IRE DONTRAcION IN A NE M N ME P:O RN LA POLLUTANTS.ALL WATERWAYS SHALL BE CLEARED AS SOON ASPOSSBLE IOFTEMPORARYEMBAIKMENT,TEMPORARY BRIDGES.MATING.FRSEWORK.PILING.DEBRIS OR OTHER OBSTRUCTIONS PLACED DURING LLRSIRTICIIOR OPLRAUUNS THAI ARE NO!A TAW LN IRE FINISHED WORK. CONTRACTOR SMALL PROVIDE ALL PERMITS AND INSPECTIONS AS MAY BE REWIRED BY CEO AND EPA.CONTRACTOR—SMALL PROVIDE N01 AND NO1 IF REQUIRED A RECOMMENDED TOE-IN METHOD ,,TN,t �� tiffX \\ ^ BALED HAY OR STRAW r FILTER FABRIC `y WITH REINFORCEMENT Y �- AAEEppSWIy�yKMRICMy ®INWq,a�RLN. ,,..1 �� G•(tm)To e•(2am> Ar rr YA TVA X ^•"�' MN.FABRC IN WENCH rr�..rw.. (5cm A SORT At ) P N E A WOOD PEGS OF \` NOTE.CONTRACTOR SHALL DETEPMNE THE LOCATION OF W.HOuT'v... n+Wwfw ` 5 cTl POLLUTONAREA PREVCNTONAS AEREMENT PL N(SNAPP)'TORN WATR Z mow:.•; 0 EEL OR WOOD(D POSTS T(WUI,a') ` M1 Y -+G (2 am)SPACING ELEVATION PLACEMENT FOR BALED HAY �W ;Y;/ FILTER DAMS % AN._ MIN.FABRIC IN TRENCH A ...M.Wf1XN BACKFRL 3A9LE FILTER FABRIC ylt•� X(0.9m)MIN.TOOTH Al Qi (15 cm) L/26 AA����l�. '-6'MIN O%Z6/24 'MINA\- %�\ yA\' Clare)MIN NOTE:POULTRY NETTING 98 =SHALL NOT DE BASS ANC WELSH ENGINEERING ALLOWED AS A 1X REGISTRATION NO. -52.JOSA S LTA STREET SECTION A—A REINFORCEMENT CORP.ORP.CABS,Taco'T Ae,w A MATERIAL. SEDIMENT CCNTROL FENCE PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI,NIECES CO.,TX STORM WATER POLLUTION PREVENTION PLAN ✓ Am soft. `_^L swm Pp No. 1 et . .,=Iwm•R IIAAT• w:,A Rr 3_ , 111 561'17'42"E 1499,14'xx, ' awuE•,,an uwr]. VI Ck ; g �, t 5 • , s ]O] 4 4 10 4n.e u•nn.a I ,, # , x m" 88 L ,.� 7 �; a, p G • -J min — a A B m/um b��' H o 1, f, L€ l• Ie 17 " IS 14 '. �.'F 1�.� I�Mi n .l IIII f !1 `E k ®iced�i��o w x' k! ? :� /� �� �Yt+ililWYflYiYfllWWy IlillillWflYWflYliflillil 3 a1 - LJ I:p 1► �A■r/■�■1 ■ flrir■�IAi£ • 77���PiiIWIwoil i� p .=. ' ' .� Izr: :10.Z.,,..04114,414110,14:1-401721. -.-....-..-.-:,____ '''-____ ____irl,"1.1.-_2-ajw--.0M-ar__ _,,,,wiNENENNE ---------,mommimmomrliall*Imaft,----411,21%411W/i""ill ir i k -k2 JeTn F 11 U bo Z ' ——— ———— = �—__ N • 4 123.6: •gg ,ow_---------- 7roO'O w _. 14 413.51' J L__ // N66'23'SU 5� _ —— L//„V 9561• lqr _ N57155'I I'TV 91-7-77- N86°°' r .n,aes b >�K 6 y nu um.0ufn 1 iiz, OSO CREEK k 151111611121an eow ®dam• a.a.a�..' • IA 1.14.1 o,as/2• ' MASS A.AEI SH ENGINEERING Tx"'"f1EC.'"'71'-00,''t""RdC MC,xD C-53..105.5. N1CM S,NCR.�ONVU CHf6,�,TCxAS]G•0• PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI, NUECES CO., TX 0 25' S0' IOU' JOINTING PLAN FOR CONCRETE PAVING SCALE.1••SO' P.SCALE . scut t):n� JOB mill OVE hM,CO m/ani'SwEET_OF_ \ v Aq vv.E.m.N.e. a z' S61.17'42'E 1499.14' 5 I? S61'1B't0Y a .sue s e a 0 e R 10 11 ,z ,a �- 185.00' ' STIE i' N II: ? o ^'�^ sNE —�-- ,.E-- — PLR .TR„,R, a I .Mail —--sa-———— €* • 149e3 sr 1e i ,e I� ¢P. s dg 1 . i .� 6I- F : ao s, I NI UI IR n L el C Ri /�T ogvrw.°n1 aum g_t frall=wweimMII SPRIIPlitiNIONIVIIIIMAIMPIIIVIRMNIffigirilittME'Rillia"-- ''.....''' '''' v: I !! it � „ �1 aid_. — i — r ,. if, } V ¢Q = R, 1 1 I,a I n I NI o wl uwrc to KlT,c.....N I _1 _——_—— uePL ztl oR lxC — ,R'. �-+ AIR —————— NST551T 941.I3 o c -- RE.T hl Ikw LOTS 9.10 51, SLCT 24. ANT OP WETLANDS ALONG MC NM OF OSO MEER RoLNNO Of 124.O9 ACK T 1 WV DEVELOPMENT.L.P. ir,ue UTTER orFROM C OF C Grz i/1�i/EzeOCRINNATCS�i auAaeO R00 Raw1RuCTI0B �I17�N N ORAL g K''e1i�aY:. BASS&WELSH ENGINEERING C-!SURVEY REC.NO 100091-00.T4 ENGINEERING RCS NO. a..54 S.ALOACO4 STREET,CORPUS CHRISTI.Tr.7e404 PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 8 CORPUS CHRIST I, NUECES CO., T% 0 JOINTING PLAN FOR CONCRETE PAVING SCALE.I.Ti PLOT SCALE:r SYx iC Iv/T'� Joe DAM PLOT= WPM. CHEE -12._Or_ MEE.,..m AWL f RA NW.NZ., .. . . „,NNW CO.C1 SOO TO POLLS WIN R. t yr W NETETE 96 , :..........:;....;.;.. ... : , L701::::::::=dr I e ::::::::::::'i:i i..'•'.i!-•::!. 2:17:11:.717::::::'''''''' :Wa ' R. /. PCCP CONTRACTION(SAWN)JOINT OFTAII DETAIL- END OF ROAD RARRICAOF ,N y';Kro � Hrs INSTALLATION(OBJFCT MARKERS OM6_2j rErae m!._ w.na IKar,Irs..owel oR.rt catk5I T.DV .. ,a u, TWO DETAIL 5 AN EXCERPT TAKEN FROM CITY STANLMRM STORM WATER �n(n.OR DETAILS.SHEET 3 YA,w 4ArtaR m....m AMP MP .r*Y 2nI.IN,f....N AT IV DM RUUDT @ awe if NW*CURS S C./RUCTO 71 IVSIQ6ALL 1917RO R&;M NIP/PIS EXPANSION JOINT FOR PCCP w` AA..,I».,A,.Tyr As Ron Re,. EXHIBIT FOR USF OF HOPP (HIGH DFNSIT( 9 POIYFTHELFNE PIPF) FOR STORM WATER PLCP(R0 ND CEMENT_OLNCRETLPHILINS NOTES ca.n,w,a77—,,,. F1,54.7.7.,.,..Mo:47.:R.R !dQ — —_- __ _uw Afar,mm.,r». ' v.. .. ... Aev. ,vv.w . tan u.nawi xrs,n v,v,r.,,ss v,.i,m nano wi,..o nwOS mm s rra TYPICAL PAYING_SFCTION SHOWING HEADER ara: sfr17 = CURB D TAAIIS losE Kt MO itar _ Ph 0.CE XI/411.DA TKICONOCO"' D.410.17"'":: �.,.aTE,,R E. ,» '�� A KOE VC.u. GM.w wAw.°N`a,'m*.1 �w.xR a.IR-xE onus ' SHUT MIN s«s a s�n,H 'PIG L OINT AT.NCTIO OF '.° ,^ ca.Trowel 'N .o,�;a ami.w.«s,wc IN NwrouoE MR . mR,.wr ,»34 WVMOOG ,:O IS EXI PCCP WI. .a �N PCCP 40,4�� u TO y Of SIVIUT•Nt.ON/KM TO VA ' I er,ACr I,51 W,@5.11� ea ,e Y M..O cAc �A�„OR CONIIIMKTgtl M.an..wI.u.s.IT R-- ma� •,`,.X TYPICAL STREET SECTION - 60'ROW ® .A,w'' vO KroEK .�, 4r COMPACTU TO Ha KWOVO MIX,*KNOW SA,Ipn.DES w,rWEN — 1:7T7a.7:1:r nm N R@ AAW W.',..,. •• ~/ .a.n,o m.u.umur..( ,f.n J:`mT l4 I YPICAL SIHLLI SIC IION - USU PKWY LOOKING Si ', , ligir=i2mi.,,, , ,.‘. NW �, ,,,,01.4. 01/05/21 W°"""� r.vf n.avro aM rM n BASS AND WELSH ENGINEERING MOOR OMAN WI.. A,'Wwxu TX REGISTRATION NO. -52,MCA 5.AIANFM STRUT .o-na>m Hsa w»uRE w:`ryu).m :i-n*w'i'NrEcW[nn . IaM'Oo i` CORPUS CHR STI,TEXAS WHOA cw wo,v Rio Es KM,.THROUGH CEOTIONAKAL rzsnucl.a•r+c,em MO. PUBLIC IMPROVEMENTS TO SIARLIGHI LSIAILS UNII B CORPUS CHRISTI,NUECES CO..TX TYPICAL STREET SECTION-SO'ROW m STREET,SIDEWALK AND DRAINAGE DETAILS SCALERn pa e1'E nm,ER ti %St TRIANGULAR SLIPBASE INSTALLATION GENERAL REQUIREMENTS bl¢ b.F Cf0EMEE HIES, kti, C ' Poo NOTE e met 10 ec 1ubn Ior I.IwSp Ilyw ew e lool pa tbo per.atet ,o oparow,earad of ter to T pu lIro lMoe l.w/ IC Stppartrerde.En4Yrwrnea. deal,,,an I pptim Of ia-• deeper rlmtl � blyw � e 31 There ore various devices approved for theTrOIQUIOr SIipboae System. 2.boteri0l used de peel Wth MIe system Moll*Mere to Ito fallowing oeiflMlayh 10 I0 Ming I2.115•Melee diameter/ 0.13.-noel.ed,i Miaume Please reference the Material ProdL3cer Seamless or Centric-rw .,lalmm gelded gel'Wiry or clod eb 311p Steel Iyoll be I3LAS Gr 53 /SIM A1011 w SSTS AIMS List for approved slip loose systems. Other retie soy be mad If they met the rollwlryl httpl//tlee.txdot.gov/b sinees/prodtzcer list.htm 55,000 Psi Smith.yield strength ® ® - T0,000 PSI.lnium Mall.etrwytn t! The devices 8h01I De Installed per zm•InLUl e,olyorlm Inz- SA•emhNWlNO: P.M.� manufoptLrer s' recaelllendot ions, deli MIW.w n.cwteal Moll be elMin Me ray of 0.itt•to ai3t- Alta al,rNa MOM alawtw Unmated,Moll w elmin,n.ray o/t.11T•to t.te3- al,PM gealars goners Itnstallation procedures NealI be Gahm,Mlm per ASTM A123 w SSTY 1453 QIO,fee cremated steel tubing ISSMA A6531,rewot Si- In or Aa A32 It rewired t provided to the Engineer by Contractor. w Malt.dla.ter vela saw 0y Mall Irina with zinc wire per ASf3 1633. wlyml3ed DR /afpl,rr Schedule m plc a.STS'amide diartert b 0.276•nominal wall Mlaur.e Its 443•Calemirlry,• III, bolt ilnpm - - otl r t�IIM0 0-•I.ctrlc•resleta,c.gelded steel tub, $• t 1/7•. g f i mt.lde 0lmeter ap salI mlerees nay be seed If thy�met pipe M gel towhee ete'..� 46.Om PSI Mime yield strong. 7 Yde.-_� 62.000 PSI minim,en.U.etr.n0tn � 211.Ini.ul elongation In t• loll micknem Ivomtedl shot be.IMIn the ray of 0.241•to 0.304• • Outside alu.ter Ivm0tedl Ili,be within the ray of 2.105-to 2.ee5• plvmlrurlm Per AS111 A123 by 3.See see Traffic perotlal.Division MOM for detailed cravings of ale,claw ap Te.w Unities-sin lriamlw SI lit...System mpvwa,ta.T.main edwe.a to Sryp 4.SignMIa//ww.tamt.pw/pWllahrla /t1tttic.m. .pparis ar101 I rot bo pl lard.m'Mpa o..a 1m1aO,.Sip',.. 't pois droll rot S.spliced. C�0 htldelde.ter role. %• ASSEMBLY PROCEDURE 1i,s '.1/2-ela.ler f.naat Ion rod or 1.rpm. I.Prpar.12-ircn Wanner by 47Irch step hole.If solid rook I.Moasrtraa.the depth of the Fl f.nderlm.5y w reaped pT trot It I.Weeded a.gals of IS no..Into the pll0 eve M rod. FB Clow A wars 2.The Engineer welt baM s e de of arar.Ides trim t cubic yards to .Iwo.110 0 pp-table, gr� tY alh ontw-wlgen morsel miter.For poll pimrwtta lees trim 0.5 cuic wog,top.I.IrC In o • S1•i euitable container my be allowed by Eplr..r.ConoMe*el I be Clem A. 1 .t.DIM alp of me sl led bee.stub the .arter of ty armed. ate hire erg bow ads forth Mlle minim It am IntO the aasMe to mare V300 aatmt Mop the aasgee Me ate. -relMreea RA to.ork rM.tub Into the mane.del I It is Mom 2 to 4 Mars de05e aro Qaa& era fptlry .,list t.Mb.Allow minimum.Inl of.Wye to M.miss Meryl.. Mel..0lra0O by .Emlee lr. <Mpll to seep 5.Ire tr lamla'II I3Oee metal Is oUltldirsotia.l ap Is deell.d to r.1.o11 Min suss from shy W - uble1 rated direct ion. •Iiimlere In ties piths,.fawyllm alpha tw1 pow. Moor' I.0,.M.epwt so tot me M101 1 to Sign Diet be 110 7.5 for pow at.ear M t.,.Owlet :.5 efaaay.re. 1I.o...Ope of are en Met silo ;own Silo edicte le gIof t.•r0.M 1.the c or,to 7.5 leer . ,•_ I pole alto plota pub,tro.I Ip plate I.pow the ear or ter trew,gey,The M Mail co plot ap -- it•010-`-+{ 2.Am.sign to mewl wiry connection.mom.gm Sun,edge oily w.Installed on rot be. 9f Re WI A391 TT nXUtl1lSAIt-t1i11 support, taoee Mesa en sill typos. eet.eWh.Pan all,TO salmi/ea See SI SWa15l IP-tl Ier CONCRETE ANCHOR Concrete age omelets of LE dlatear Sim colt.Ira WC merles bolt treads on tt1.Lppar and. 6-rein teary hen rut per AS1M A563.Otto Moo MP maw mber oar AM443a.The t1W bolt Moll rove a Nnin. . t'm el m a0 ap alto ferel le We've. Nu p TS 0 1,re r Wecrlwly. Mt bolt.a . Go be Igl 101 g.Iv mlaed perds waWs Ito a O ya,lp Iry.'Save.arce ate,ws psi i Texas Depot-Mari or TfdISQ'Arlltllall 1SLSiA311 FOR pnanepTgtl ■■ Mee 1.1 bolts iroa0iled elm Type TMllc g5a'ab.aSblm .:■ • III aw.y err 0M5 f1m,•Epoeles encrs i • to w..offer mahw. SIGN MOUNTING DETAILS • ■ • me flee lemea m+r adeoert..owy flee der Nom/ochr<e SMALL ROADSIDE SIGNS -�� =-� . .. reW.wpotq Top of Mit We Mon at, t Imo elm p of •... Om,ut man Mump.The as. +. . 5/7 dlamfer Cermne wv eon Installed In 4000 pal Wm,- lm TRIANGULAR SLIPBASE SYSTEM p,pod label a.n o4W Of gell,r comet*Ott a 3 In• kibits............. 5 1/7 ap form to ern.of minim enteMnt.Mall row a SAC(SLIP-1)-08 50 ft-,eel.Areas may w einlrw,olio...a.wlm auf new 0pmsrm Or amlw type. of 3903 ap 3100 gel,reowetlwly. I (Drdbr„Uly Mgt ,m Jo,haP i,.,'.,or 1W (■ Q9110 Sp ASSM TT IIwilntti-Ipil g_0em1r r. � oew 01/05/N O atr.zbe.1 BASS AND WELSH ENGINEERING x REGSrRupN NO.CNPISri h-52.305a 5.NAAMEdeo. STRUT CwIpS 1ppoyy ye PUBLIC IMPROVEMENTS TO NOTE:SCHEDULE O0 PIPES STARLIGH-ESTATES UNIT 8 MAY BE USED FOR SIGH CORPUS CHRISTI.NUECES CO.,Tx POLES. T%DOT SIGN MOUNTING DETAILS.SMALL ROADSIDE SIGNS TRNAGUTAR SLIPBASE SYSTEM oSa mu M . Zall PP. .pA pp,nOn[0 R,/m/n see. ...11AYlS WET NH CROSSWALK PAVEMENT MARKINGS STREET NAME BLADE SIGN 4'OF PAVEMENT BETWEEN INSIDE SSW OF STOP OAR J ` AND CROSSWALK TAPE J INSTALL 24'SOLID WHITE STOP BARL 1 1/2 r 1/2' 3' '-o FROM EDGE OF EXTERIOR UNE N YELOIGUTTER F FURTHERMOST ST 8�.f T Rd r iii il Name I -r 9' MINOR STRUT n y STEP 2,THEN 4 CAP TO 10000 1 �\ n THE NEAR CROSSWALK HAIRS ��:START BY PLACING 1 1/2J 1/2'] I '1 THE FIRST CROSSWALK BAR AT THE(ENTER OF ROADWAY LOCATE STREET IDENTIFICATION SIGNS IN $q THESE LOCATIONS 1 NOTES: I / 1 41.SHALLT NAME BLADE MATERIAL SHALL CONSIST OF EXTRUDED ALUMINUM.THE Hparr OF NAME BLADES SHALL BE 9 AM)THE HEIGHT OF LETTERING SHALL 8.STREET NAME LEGEND SHALL CONSIST OF INTUE CASE.FONT ON STREET 9'ON CENTER NAME BLADES SHALL BE SERIES B.WHEN TWO STREET NAME NI ADCS WILL EACH APPROACH 1TB1E ON THE SAME SAME WIDTH.ASSEMBLY.THESE TWO SIRLLT NAME BLADES SHALL HAVE PLAN 2.AR-GRAFFTT COATING ON FRONT OF THE SION PLAGUE IS APPLICABE TO ALL �r a SCALE! N.T.S. SONS EXCEPT FOR NAME BLADES. R{p51E$ 3.REPUCE.IAFM OF 5�N5 SHALL MEET 2011 TEXAS MANUAL OF UNIFORM TRAFFIC ---�4'SOLID WHITE STOP BAR CROSSWALKCOOSS OL K�.(iMIJfCDI.AND TXDOT SfANOARDS. C HEAT MPUEO 125$MIL, I.� NEO THEFh.IOPLASTIC) MAINTAIN 4'PAVEMENT VI STOP.H EDGES OF U 3 0 STOP BAR AND 2' CROSSWALK U� 4' rz�aA`Q.Q a U ' GAPI I 24'S(OIMJDE WHITE L HEPMIWAX �T,may W o c 184uR C �ED, V E� A'a fRMMIOP.LASTIC m W eao O T dad MNNTNN 12'FROM UP OF CURB NOR: NOTES: m hh h TO CROSSWALK BAR. LONGITUDINAL OARS SHALL BE PARALLEL 1 ALL STOP BAR AND CROSSWALK PAVEMENT MARKINGS SHALL BE 24'SOLID WHITE O X TO TRAFFIC FLOW IN ALL OASES TYPE C HEAT APPLIED,1Z5 MLLO PREFORMED TIjERIAOPLCSTIC.HIGH CONTRASTCROS V 66 (TYPE NEAALK T AP HEAT 4APPIIED 125 MIITE L PREFORMED THERMOPLASTIC).°VOPLAST�.�� LONGITUDINAL CROSSWALK - DETAIL o FOR ASPHALT ROADWAYS - SCALE: N.T.S. 2.CONTRACTOR SHALL PRDAARK STRIPING LAYOUT FOR CITY APPROVAL PRIOR TO h THE PLACEMENT OF ANY FINAL PAVVEIEENT MARKINGS. a 3.THE PLACEMENT OF CROSSWALK BARS SHALL START BY PIACNO THE FIRST y4'SOLID WHTE STOP BAR CROSSWALK BAR AT THE CENTER OF THE ROADWAY,MD THEN 4'TO THE NEXT x SO (fYPL C HEAT MPUm 1255 MIL, CROSSWALK BNS. Y 2 MNNTNN 4'PAVEMENT PREFORMED THERMOPL.ISTC1 1 U EILI WLW EDGES Of 4.DO NOT SI MFt 51HtLf WITH ROADWAY SURFACE TEMPERATURE LESS SSE. <n 24' DUD WHITE CROSSWALK = STEP BAR AND 2' 4' BAR CHEAT APPLIED, 5.ALL CROSSWALK AND STOP BARS SHALL BE IN ACCORDANCE WITH THIS BETNI Kn W CROSS-AMY CM 1R 5 INC, AND TIE 2011 TEXAS MANTEL OF UNIFORM TRAFFIC CONTROL DEVICES(111UTCD). NOP m .., [I H8' UD BLACK CROSSWALK ASMISRo na A ION coTRucTroB BAt�,,I�TPL CC,,HHEAT MPU D, RMED o R TH MAINTAIN 12'FROM UP OF CURB Nam. LS hh h TO CROSSWALK BAR. LONGITUDINAL BARS SHALL BE PARALLEL 9g S TO TRAFFIC ROW IN ALL CASES i 511127 aR�M NI e I . `'. 4 __... HIGH CONTRAST CROSSWALK - DETAIL — FOR CONCRETE ROADWAYS - SCALE: N.T.S. I CRY PRaIECT I •Anrce*‘z 01.LO/24 BASS AND WELSH ENGINEERING NA REGISTRATION NJ.f-52.3054 S.A44IC04 STRCLT CORPUS CR141511.TEXAS 78404 PUBLIC IMPRCVEM=N'S TO STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI.NUECES CO., TX CITY CROSSWALK.PAVEMENT MARKINGS AND STREET NAME BLADE SIGN DETAILS r som° w Aw4P � REQUIREMENTS FOR RED BACKGROUND REQUIREMENTS FOR WHITE BACKGROUND REGULATORY SIGNS REGULATORY SIGNS GENERAL NOTES (STOP, YIELD. DO NOT ENTER AND I.Slra to be tunlwa Nall oe*e derailed•Ie..nry In Yew plane onafr on )EXCLUDING STOP, YIELD, DO NOT ENTER AND Noon on.Ian tabulation sheet. Stowrd.tan deeipN erg arrow AISRI.siaa g5 WRONG RAY SIGNS) WRONG NAY SIGNS) pan 'Standard trra In tla'Sta dd HldNoy SI,Saslow f Tenn'IOW, 7. oT I.Stan leprla anal U.the federal Highway Oranladed Ion IFMRAI .&^I= Strand RIO..*y Alrtabets Ie.C.D.E.Enid r CI. it STOP YIELD S.30.0Lat N. epaainp between letters. L TrRTnurerals tall contortstops.with to SHSD. ill Y .b arty edrorW cnoepee thereto. Las rat vo on. of umbra Noll'avide balanced per when Hopping Is not Noon. SPEED .B.mt IKON**bra borders Fall a moiled by en in ranee yl lc refleotive bloat file t* NrrM sheeting, Inrian Y-e LIMIT thereof. 3 S.Mite leprtd and border.tall be OR led by wreanlro probe.•Ian traneorent colored Troy transoms ooiiored overlay Elie to Ire tr lurafa IMrira or Wt-rd Ntlfe Mae Ira to w bdcNrava Iaellng. araln*tIan,tareot. �eI oo NOT WRONG GalrM Mal I b�a 1IM B,.r..fin,raoe...l,n.ran.pr.n.ab r.e 1lb . I 1 _ __.- Irl.y romp:rent abl ay l Ian r colored Noting,o bcOrr.a .Iwtlnp. oo.bI anion Mlreof. F. . ENTER WAY F.Sian Nostrate Nall w onr mutual trot.Ken ITN G•pd'aMrel Mandel $� TYPICAL EXAMPLES Speelfteatlon rewlreernts of oe-Nelda r oor*Yed el,ernorl.e, R.Nounolra detOTIS for rood.IM mount .lane re War.In the-SIB erlee- m Strand Plan Slot.. tih REQUIREMENTS FOR FOUR E, g SPECIFIC SIGNS ONLY Fgh SIEETIN6 REQUIREMENTS Ex SHEETING REOUIREIENTS USAGE COLOR SIGN FACE MATERIAL 1ph USAGE COLOR SIGN FACE MATERIAL BACKGROUND MITE TYPE A SHEETING e BACKGROUND RED TYPE B OR C SNEETIMG BACKGROUND ALL OTHERS TYPE B C C SHEETING ALIMI MAI SIGN BLANKS THICKNESS g BACKGROUND WHITE TYPE B OI C MELTING �fGCHDYH RS BLACK ACRYLIC NON-REFLECTIVE FILM Sore Feet NlnHem Thl0aneee !M` LEGEND I BORDERS MITE TYPE■OR C SHEETING MIDeas [GEM.slOIIXRS Lees than T.5 0.M0 3F LEGEND RED TYPE B CM C MEETING A10 5Y1/0.5 ALL RIlEY TYPE B OI C SHEETING 7.5 to IS 4100 e4Y G.dr sal REQUIREMENTS FOR WARNING SIGNS REQUIREMENTS FOR SCHOOL SIGNS a 5 4zs lift N.-T DEPART►ENTAL MATERIAL SPECIFICATIONS o :e SCHOOL .\\ ALLMW IN SIGN BLANKS DNS Pt ID 0 SPEED / \ SIGN FACE MATERIALS DAIS-5300 O LIMIT WHREN TM t Hi Staud * O 0. ON-noy Sign Dtgns f Toon MHSDI . FLASHING can be found or Cr..Rol loving BebeIte. hIlT/Mow IKdol goy/ TYPICAL EXAMPLES TYPICAL EXAMPLES emijAuo Foe cow MEETING REQUIREMENTS SHEETING REGUIREIENTS O l...h.JM.yrF.MMn a =`/=-„s ""' USAGE COLOR SIGN FACE MATERIAL USAGE COLOR SIGN FACE MATERIAL BACKGROUNDFLOMESCENT TYPE BFLOR CyLSHECTING BACKGMTIAD MITE TYPE A MEETING TYPICAL SIGN YELLOW __ LEGEND I BORDERS BLACK ACRYLIC KM-REFLECTIVE FILM BACK. $O YELLOW TIDE�a e,LSIEFTISC REpU I REIIENTS C(Ty� .r LEGEND I SYMBOLS ALL OTHER TYPE B OR C MEETING LEGEMD.BOIDERS E__ AND SYMBOLS BLACK ACRYLIC NM-REELFCT I YE FILIA SYMBOLS RED TYPE B OR C SHEETING T SR(4)-1 3 41 �„-Q-/ Ir001 ,1/05/N *LL 1N FOamr es o... ' �r MCI BASS AND WELSH ENGINEERING -A ICCSTRAI0H 40.F-52.]MIN 5.P4451W STREET CORPUS CNRSn.Tn.MO PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI,NUECES CO..TX TXIIOT TYPICAL SIGN REQUIREMENTS TSR(4]-13 r M. 4. x e m o..m 7snub slab.. vet Pe v i R /I N.In.LOS..R.an M. NISMLYS SHEET NA ,.. CM. M.ARMS ND �^ ° ou•To w°s ue .. .30;,a a STRVOT r"'„•°'C' /r K (LER m e•Lc°ET..TI.e.mall K5 we souk Tr es i'�,0*5 w Ma'cooto mom mom III .n•rarr MOM r �� ��/ e\` TRe0o�.Neu. ,/>•Koa44111 al..oa.Ic f/ ,'.y .Iir, MO. Ili _} .� . —�� V a'we low v y COMMA-anec j,� / 7P W... I/2,6;7[�xs'7K3oc r m. ,,,. 1 -- ) - pr,„_________ _rrIii_ T \ , MO,.....R con toRTmcs r•T eIa•aPots u:I.eirm ,,TO TYPICAL 6'CURB&GUTTER DETAIL 4'CURB&GUTTER DETAIL S'REVERSE CURB&GUTTER DETAIL TYPE'A'HEADER CURB DETAIL Kg m SUM Km m SOME Kam SOU NOT TO NME 1a90"Ke'sw�M �CAP SEAL aE„S KEM 11E0 MD TRIMMED As D.au To r ceo ono,mn a• e'°ER 0*APPROVED E�INSTALL Use�--maw GP sua°I ENLIM a/•, mina ...CLAM ATE. r r SEWS To C.C.n cEINKr H� y �rrm a r.w.aK I or wury A •-.n.wn.AMP Ir m,I1u'�'.ARO An �c� N u>K.ngeK.NSreKo.KMR A n w1oK fv.10 r/On tMvm ��%S_TII (w WOW Of On11111 ALL �"a.rww • " - _srsnm"Ma = IB�1 mmwn (n-oow .SIDE Ca L ///� c. ww'•o LOSE wwWeN�LK • —s/ KEwmm owNmu MD AL LIMCC MS SOE Or Rillaraill WWI P (' '4 ..,i•10.c. ....____I .� �� Loi ROTIW V a/. / 4 '' U CAP SEAL DETAIL CAP SEAL DETAIL � PLAN SECTION A—A a� ,Y ETAIMM NEW CONC.TO NEW CONC. NEW CONC.TO EXIST.CONC. 3'VALLEY GUTTER DETAIL-5s DC"° 1 DC" j a. MN m SC. AN To so. NOT TOM M. ��.0 i.''sw..°0�N ul. WNIry GUTTER NOTE. ��•V0 La W TYPE'B'HEADER CURB DETAIL PAT M AMMO aka T. Cm we sLOAMS Om K.� FORµ.SS MILS UDED 0 Y TOR a"TED OR Ma .... a Km m SCALE COYP"`a'"" C°"`WO MM.MO SHALL."µLk St MES o`N NOAPPRO..T°me 0 E °uTloxs DIMASE MIMIC=MAPES MT AS MOM. . cm LP Ealaw W' iv�i lillmom m¢�) CURB&...UTTSR AND HEADER CURB NOTES 5_— MICALLa AA oMISSIM LAT SOLO _ e_ pcun�a°oo vsr vu STEEL w¢m (D Mr eoKCloe r,...—Ammo aw.NK ` �\ 0'. , ••e•.e•Ca.t.Coe a DIO SRY.D.ORIELS OII'p 1O'tlI 7. m Conn /K',NE Br 1/,OUP Wu IN LW To a MSOLLORr°NUT.' On a OMER .ow.TM srAar pmwm mY" •yy enr.a On sows m Tod wenn Anon TO nm —. AI a N.CURD.anIEA [.cw.wN) .. e� 1S Mons ToOT E REMORCE eKS.mOMY p.v.nOx . (A 15-LL OK woo N.-mNS•• y IBIIeea.k LOP.On c IxMs Am Irks END lm Y AT R OR ET.SIM CMS wrorsL. .. in = I 5 K�, S TAT InSTCED IR M.xEN T°w� eseaMO GAMER TO OR. 11.1 E.°a am r• ii,� • S. ..a Sm-raiKo 5 e ssKa w MS PROaCT EMM e�E A sompACE r � N� ro� (. K, a a/ PLAN TA a w o CURB AND GUTTER TIE-IN DETAIL SIDEWALK RETAINING CURB DETAIL PLAN FOR SIDEWALK SIDEWALK DRAIN PERS AK ME °m WWI Ka m sGN, o m aeaE NOTm M. COMMAS v..R SUBJECT °...TTER.AND HEADER k I SPECIFIC o SOM.SOK: own amen y,J Q _ wy •un Q°'r°"m..rs'a"'owc a`wo."°°Ina. T' m c*K IOR c u u. Z y.Ho,p1 (as f/r/ OM EK21) a/r M.T'-s T/r me Nei 11N ISMS OwI x i 1x 0 ). t D Q I "�" ' rKK rncKe suKKK 1 /3/ M°.W earz°m N 13 (— KILL 1,r na+I mow . gipW.ENOS CA/KO . of/.., aka..Ro L5.6T 0 VAA( •E.,>,S ` (— KPROMMENTS.AS r— I"aI�L Doi.rnono• K.met)°' wuealK.KKK ear.roc mar't-',% "(,",,?s.',1 "'"snxmrr, N aemr.tout. 1�•• 1�,• .x°K u cc s.eNeK Rua".., wn.�K Kba°mupn -/• (AMC..K • 1• .Na IL CK.l'OF THE E `G Lem _ K...SLED D ACCONIMCC a1 THE cax�T' SOON OS »N w.-a` _ PI 0 _ «°um Ma.e HOURS o<REMOVAL aE E°KNs(OR sooKEa. Km.<.0E aK •2: 3 a K, K KMOM m Km aT K• WWI.]K NoTrs visas Ia e. Ma r 1- 1".4. dower To RE a/r POLL CLL.eon 9[E! d G • K uTw1"' Gn Ww M.m.no a. CLASS .3.00 M.ALL srz[l m ry MOE . • ON ON M IlC�COMM S NEW TO EXISTING K N SURFACE&SIDEWALK SLOPE BEHIND CURB SIDEWALK TIE-IN DETAIL SECTION B-B arc EITOLIT TO MINT Mo.s l/r.MKE e.,/,-CUP SKI.. 4 RKok TO La MOT m(AIE Kc1 TO So.. «K,a,`SNE Cul S.U.e.SPACED I0 MICN T0. K:a".;a DE MOM. an MIDI BASS AND WELSH ENGINEERING r.x•,,s Y,!..'... -E KEGa.aT�I .r-5E,3e54 S.MANED.STREET v va COMA.E A5 M O. !=c.71'tnn:n•anrI,"Tsa.l w..uses.T'on• •. * ...sura.e sI«:n.oe�T 1.0 sa a...K KK a..v.K Tv T N.1A.mveRLOMA.C1.otl •ISM ]..:.. PUBLIC IMPROVEMENTS TO N.r.m.. ,1 avo ®d - _� STARLIGHT ESTATES UNIT 8 '•i•mom. I.wquw .Ownnm cKusx.O vis+ar !T,R6 p� CORPUS CMRISTI,NUECES 00.E TX 3. w 0 +• -�.W ._ I,4415 CITY CURB,GUTTER AND SIDEWALK STANDARD DETAILS V/'.,.a..T.e w I Hxaa.'t n avm L"'swK.xo o1/03/2R T. [p): a l 01 L. y nonEe 91/9./TR s" o ,"as ou uo m wm ...0 ur Sl1tl130 1131VM NMO15 0tlVONtl15/.110 �BNYST• urs.sa>Axv,..MINYwwvlMal •lwlwvN1,1•04Wl1•YYMAWIli. 1 Xl"03 S3330N 1ISINHO Srldb03 ®� �...��, mnow's' a 9 JINX S3IYIS3 1H011NY1S —.— _ 01 S1N3113N0Md91 3118Nd uk ri -r HM[ r.sana sa - '��'����•�� m"�A-��-mom 113tl.s MIN+n s I[5-1 p1 1.1.0 a.1 �^ ' �_ ..�•".'_ ,...w.7.r.T.r�r, �•. .mow 0NIN33NI0N3 H513M ONV SSW $ �' SiL1� ~ �.. ^w�;a ,• _. ��.�-"� S1LT.S:m7: >x/so/lo' CI '.. .V= _S-L: . Z da%� r+'-L•�rS�'C_ '®S �1 •rG..7a: fir �7PS ..�f' ....� , :-Ld f .. r •-...2 'am Nma 4 I ....�.:." . 1.�....v..1.1 �a'Y'S 1 Tom' i 3 3': s•oe.�walalwY a.reY.o, ®.._ ��, .� 1 2 fl7 vwarMa.w wslirwwl vsw•lm .._._.. .. ._.._ ..wr., .... .....r.o® ° ,P . Urn:.9A. ry' sxl srYea iaew.r ,..... p , L , NO11O35 ter., _ . =� MSr'"-',�' -m^ '."74...I; •aa s.uww.wraweaiar 9r waww�wlMOwY,lwm.0 �'PH •3Tgl „ .1 ',....„• wYfl/wlwl wN saw. „Int.A awrMOV,MOIOr r••• 1 :1.i.. fa, ,;-F ......, I 17 )i ler-Av KMJarJd.ssoudr 1n/wa)J =la - _„ a . •w+ Lei {'��_x C — ' _�. C ,• ..�rr./ �it53s'.� LEAS. + -iitil.c—,... .�., AZ lie s mA:�—..:,_��'Sso .�—°° �"m _�...-..,....• _i r..ri'j o — �p �OIOff� EL w'�.�:I.: :L"�r�.,'� .�...s 111b✓1rM�IVaN/JMVJ —•—ri •l '.�e..'O:_•ice:••.�•5�..-. �_�' .s����=♦ —n_ w..1tral, 1'5 A/{irlf/Aar4•gfl lllwdY — m�J-:c :$3+?,. _._. __.. ._..._.� •-= 'e— _ - :• _ -.••-s<:.^.: , i . iww•wE meiAram, "' nwwrl lww tlawwri*ILI IncrsautlAnaAwl•YIill r-� ..............,................ ...._ .__ I, `ID IANIJ35 - Noams Nd[335 /lwwr/.IMtllnVINIM /f/.un i ' �._.—�/ . ., "__ _ � «s►Aw.waamwNW rwr!/a1wMa► yy ..�� ������?R. .a ...s.GNR:w-' �^ A•s.YYY♦wwvwrwr.sr//AIo "2P I •. � 'III R� � . " m Nal=3111W NYA335 us cv «� roes. . r't- i..�..- .. .... N} .. .I L at, ...Zsd1 y 1Z r; r-- LMIt/wl�a•Ir!/.O/raI AWJ35 DIM Np1J35 into ...... _.. _ _ h -.y. y _ YS33 I I� -.' ..... :^.,.. 7 'lam,_ .,A. _ $� .�. .... .rAalvaYY .... PM�� l x-a"=z= L r_ s,V LJ m0151C 1111 A �� A.r S� ®... �r� . i.f 1 L J 10.10 .�r �� y'-� Nppti maw AtA1.Nrb /YMYrISI•! /1•wr•i11W J101.1.W.f Ills( tlf1a11417.:AdU MMITM L I A �..1V= - 44�1131: I r 1 T-- --1 -O' _ w♦wr .10AVM/ ��WMEl� J/arw.wwviiww►r f l •."S� 1 1 1� y .r�. �Y>a3 rr a�wr�lr.3sac•YI t �3 LWO t �J\�/`L�i 1 n �1� '. Il, L.:.: j i ...........=4=1.w.m-: r i �; ' :_ o,aa FA� _., sew i SIM .. Y -cps ., J 0'WilMom. r._ -+arwre ;r-sx �� _ ti cIs se- — y- .•;mot I s - .- r-..� e, f1 .. ..__ r^S --'''''''''"----1 !IR wir- 1 .-,-,;' E‘, '- fill .a MN I:i M IIS = ; 5=-="- E FISEIKLAPPIAANIOtE `_ comcsETE IP/JIIKKE ••,•• -- s �-� `'. �i ea.Am e IN .....a i. •-ww Pr.-s''\ `�+� a FPRISERT REHABILITATION OF COSTING WNIDLE Fli INSERT PIPE SEAL DEM 8 i WASTEWATER MANHOLE MOTTOS') PPE SEAT DETAIL _a..- ! °�'+'• �• ��• - •T— '_^'.��.... �'' r MANHOLE PROTECTION IN UNPAVED AREAS 'E1• 'AP uZ1 r i -CA'/ - OBBMIWASTEWATER CONSTRUCTION NOTES: -CUL�NATEdBPECMl1 I I COVER RAY VIEW - ;1'\I •�w..�w.9. �'._..-.._ lit , ..". A 'IL "19'.W.T.T.:5`L'-.P-�....-...ti - IMMIX E PROTECTION IN UNPAVED MEA4 `�!• L •T• - _.r_,.."�:�.-••••_•s• o.:ca— r -�— — m•seItEPI OBLIMIIOE MANHOLE DETAI • .e to �'°'9. RIESOBITtW I SECTON OF MO 8 COVER RING 8 COVER APPROVED LIST _ sijwTe _'fin"�— miMu] GAMS DET s..so vn AL . ..?Zr. ii st Lr, r.....,:11 rox RE ' yyam� :- • ' ._ r Y ._�.. e F Eiaz.seArr .... FTIDNrvLW ''®.SCE PEW ` -- = E II _ BOLLARD OETNL DEEP CUT SEFMCE CONNIECTIDN pp �o / R.r-r. -. 1 [ AN RELEASE VALVE AND MANHOLE ••"--' —®E =._.r-T' �iii71— —^- ^"�' ®p t 4 ZZ8a d 1RdCN BICgRLIVR WASTEWATER LINES [ *1 { , - CASING DETAIL MC PAVEMENT RE/NR FOR VTIUTES LZ gI • ODBWL NOTES FOR SACKFILL 3 1 (♦I.•LA nLL,non No. IN,LIILaDLL t I SERVICE CONNECTION NOTES, . �8 _.... le urns r� �tl�,WEN e REWF[D FO CONPRUNIOS • l-.�•�•~s•'$Sv-e_• ®n'�..'a--'s..4-1 '-s- —,?zi.�v' '.—......—. �� ®sT. my- ,,. — _ «P..s_ I � NOTES: _..—...._ .v. � — .'. 4. r.11 j/ .. PLANa,.Ne IR'eoor = °-,'r....-,..,,.p: _'.. ••- ' .' t. �".�. 'MAW.-••• PO to T z.4.7ro..... "" r� - - r- \\i _ E - —' I wo. •_••_•• 1y5� ...... AA re I,Am PIN ,®ea,�.— -aE•--- 1 P®�..— 6�A. 4usna SEANCE CONNECTION DETALS STANDARD SERVICE'WEER ss.rs ALIGN.CAST PION CLE.WaUT SOOT - --- %— BASS ENAND NO WESZ H ENGINEERING Nr PES A SMELT COONS CNMSfI,T]NS TI,04eDI PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI,NUECES CO..TX CITY WASTE WATER STANDARD DETAILS °` u.f nP..m mwv„ .....s o._ m..,... ....... � = .. ,nw..IM�.o...,r�r..... e ,,..�...,,X. ....—.�r f,.—..°. 'asp • LSt • _ •— «_'' � — �.;'^ a..._. ssMarrw - — iaLia�=— = , ._�_ 1 ..�.,.e. CINAMIT i NJ r 0a{ i36•Ls- - -- a ....:T-..=._— . .c,rn,ts.w.. —.. .... [ r..el. wrrrr�2a. �.e, j �wu�Pr IrnrF�.� 3 .._-,_...,—r ..:: —._ ___ V , Ix _-.—.__.—..— _.._.,....._.. _ PR, � _ ,� �r= g __------- •=. 'z-=sr-- =arr :?3_ p i i. -- -^rtsr° oimr I �� r P�; .171:X.Z., 0) .."1=7:.1.1;• .NL1AZ piss- MS!" I l Er ' \llC0 -^ \ �Fw►A•m=.wc. a wsrrwrlrurr.a.�ri.. AruMrsrlr�. I /" I L� _— �. `. .— nosh li�IltL/Mv_ -Q/ - 1r.....':.:. `�I r (jam' - L If...ar.A.Ia. 7 . I_.._ :liL7%.6=. _ -7 _�'Lf�.., _._.— H I� ;-71 w � ��acs ��a: ram:r --_ a ��✓ --- — _GAL ' ..._— /w :=�:�: �— e , r cv_ri:sesxr.. i•,71'- E f -.� ', \�i\Y ess- g 1 IMMIX I�IM/AWI� -- I E BC'i:AY4 r GtiA�1 _ G/--- `� _— I En 1� __,_� _ it ¶ - I: y � p _r_._.,r.� r :Cra 7.E:*73 'I r Q_ r.._—�p� .—_._ H . _ommer•v.I.rrn.M�s•wr i%::.•-•- — u _.._. — ys+NN :::- at Ia�III�[1R..R Mr —, Y AIIIMIMI�Y _ 4--,,,d I. .IIIII.IMwIIIIMII .... 01 MI PASS AND WFI SR FNGINFFRING Tv FEG6TR.Tp1 NO a S.ACU)IWrm,M STREET CORPUS p.M711,lC M.7.uS PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT 8 CORPUS CHRISTI,NUECES CO..TX CITY WATER STANDARD DETAILS a' Mm m.m Plwx. ....:3-o n. a. • •M �, _ _ • • • SIY2' , 1 ,. .. ^ ^ • = S �! - € ! . • *i."-'4 . - - - - 01/05/24 BASS AND WELSH ENGINEERING IN ws2is�C rs.�r-u, S.0.4 sie[[T PUBLIC IMPROVEMENTS TO STARLIGHT ESTATES UNIT B CORPUS CHRISTI,NUECES CO..TX CITY PEDESTRIAN CURB RAMP STANDARD DETAILS -Mr-0— A. 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 . i . Exhibit 5 City of Corpus Christi,Texas Dcfractment of DeNelopnrunt Services City of P.O.Box 9277 Corpus Christi,Tcras 78469-9277 Corpus (361)826-3240 �� Located at 2406 Leopard Street =Christi (Corner of Leopard St.and Port 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 El 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: % Date: 8-18-23 N 9DEVELOPMENTSVCS\SHARFD',L1ND DEVELOYMENTORDIKANCE ADM1 1S1'RATtOK APPLICATION F'OR\IS,FOeM.S AS PER LEGAL'_o 12\tttSCLOSt RE OF MI ERISTS STATE7.TE2,7 L27.12.170C