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HomeMy WebLinkAboutC2024-006 - 1/30/2024 - 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 Liability Corporation. WHEREAS, the Developer/Owner, in compliance with the City's Unified Development Code ("UDC"), has a plat, approved by the Planning Commission on September 20, 2023 to develop a tract of land, to wit: approximately 27.31 acres known as King' Landing Unit 5 Subdivision located north of the Lady Alexa Dr. and Lady Claudia St. intersection 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 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 1 of 8cANNED water and sewer service. Texas Constitution Article 11, Section 3 prohibits the City from becoming a subscriber to the capital of any private corporation or association, or make any appropriation or donation to the same, or in anywise loan its credit. As such, the City's participation as Trustee does not create a loan of its credit. Execution of this agreement constitutes a promise to pay only to the extent that the assets and future assets of the trust are sufficient for such purpose and it is expressly agreed that any judgment will only be satisfied out of the assets of the trust and not out of the City's assets. The City is excluded from personal liability. 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 QTY UNIT UNIT PRICE AMOUNT 1 12" PVC PIPE 718 LF $112.00 $80,416.00 2 12" CAP TAPPED FOR 2" 1 EA $1,000.00 $1,000.00 3 12" TEE 4 EA $1,800.00 $7,200.00 4 12" GATE VALVE W/BOX 2 EA $5,300.00 $10,600.00 5 12" CROSS 2 EA $2,500.00 $5,000.00 6 FIRE HYDRANT ASSEMBLY 2 EA $8,800.00 $17,600.00 7 6" 90" EL 2 EA $800.00 $1,600.00 8 6" DIA X 30" PVC PIPE NIPPLE 6 EA $775.00 $4,650.00 9 6" GATE VALVE W/BOX 2 EA $2,000.00 $4,000.00 SUBTOTAL $132,066.00 7% CONTINGENCIES $9,244.62 11% ENGINEERING, SURVEYING & TESTING $14,527.26 SUBTOTAL $155,837.88 LESS WATER LOT FEE $ 24,003.98 TOTAL AMOUNT REIMBURSABLE $131,833.90 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 2 of 13 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 $24,003.98 lot/acreage fee credit is $131,833.90. 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 $131,833.90 as shown in the attached Exhibit 4, the contents of such exhibit being incorporated by reference into this Agreement. b. Subject to the conditions for reimbursement from the Water Arterial Transmission and Grid Main Trust Fund per the UDC, this agreement, and the appropriation of funds, the City agrees to reimburse the Developer/Owner on a monthly basis upon invoicing for work performed. The submitted invoice shall be deemed administratively complete by the City prior to payment. The reimbursement will be made no later than 30-days from the date of the City's administrative approval of the invoice. Developer/Owner shall submit all required performance bonds and proof of required insurance under the provisions of this Agreement. c. Cost-supporting documentation to be submitted shall include: 1. Summary of Costs and Work Performed on form provided by the Development Services Department, 2. Contractor and professional services invoices detailing work performed, 3. The first reimbursement request requires submittal of invoices for work performed. Future disbursements shall provide evidence of payment by the developer/owner through a cancelled check or bank ACH for the previous submittal. The final reimbursement request shall require evidence that all invoices to date have been paid. d. To be eligible for reimbursement, the work must be constructed in a good and workmanlike manner and must have been inspected and accepted by the City. The City agrees to conduct periodic inspections and approve the progress of the work at key points during construction. e. The final 5% of the total contract reimbursement amount will be held as retainage until such time the City issues acceptance of public infrastructure in accordance with Unified Development Code. f. In the event that this Agreement is terminated by the City at a time when there has been a partial completion and partial payment for the improvements, then the City shall only reimburse Developer/Owner for its costs that were legitimately incurred towards the completion of the improvements that have been inspected and Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 3 of 13 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: MPM Development, LP P.O. Box 331308 Corpus Christi, Tx 78463 2. If to the City: City of Corpus Christi Attn: Director, Development Services Department 2406 Leopard Street 78401 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 4 of 13 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 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 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 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: 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 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 6 of 13 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 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: Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 7 of 13 (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 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 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 8 of 13 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. 21. DISCLOSURE OF INTERESTS Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 9 of 13 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 1 S1- _ day of Ikb( A , 20 2-9. ATTEST: CITY sit PUS CHRISTI Fei0 - 14(fteVt—tit 1 fi/a �LLti Rebecca Huerta A .art J Ra and III, AIA, CBO City Secretary Direct.• of ►ievelopment Services �� .AUTHORILt► iY COUNCIL.. qrr>>VIt;di APPROVED AS TO LEGAL FORM: 2 `( -L`f 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 78463 By: Moses o ghasi General Partner STATE OF TEXAS § COUNTY OF N-VXY,S This instrument was acknowledged before me on v 2� , 20,72V by Moses Mostaghasi, General Partner of MPM Development, on behalf of aid Company. \������""""" Notary Pu lic's Signature ,pCE Lq 4PFtYPUBcb F • •. f pF so *^ '••.,r346Ati.• /� �/!I I 11111 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 \ OSO CREEK PLAT O F STATE OF TEXAS B KING'S LANDING UNIT 5 m j COUNTY OF NUECES B A 27.311 ACRE TRACT OF LAND, MORE OR LESS, A PORTION OF A 293.D41 ACRE TRACT, DOC. �� Na 2019035726, O.R. AND A PORTION OF A 130.570 ACRE TRACT, DOC, NO. 2019051482, WE,MPM DEVELOPMENT,LP,HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE LAND D.Q„ SAIDSAID 227.311 ACRE TRACT BEING A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE EMBRACED WITHIN THE BOUNDARIES OF THE FOREGOING PUT,SUBJECT TO A LIEN IN FAVOR 29 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA WESLEY WAY L OF THAT WE HAVE HAD SAID LAND SURVEYED AND SUBDIVIDED IRRIGATION COMPANY, NUECES CO.. TX AS SHOWN,THAT STREETS AND EASEMENTS AS SHOWN HAVE BEEN HERETOFORE DEDICATED, CORPUS CHRISTI, NUECES C 0 U N TY I OR 26 OR IF NOT PREVIOUSLY DEDICATED,ARE HEREBY DEDICATED TO THE PUBLIC USE FOREVER 0 500' 1000' 2000' AND THAT THIS PLAT WAS MADE FOR THE PURPOSES OF DESCRIPTION AND DEDICATION. f TEXAS THIS THE_DAY OF 20_, BASS & WELSH ENGINEERING DATE PLOTTED 07,07,23 COMP.N SCALE, V. 1000' N O..PLAT-SAT SEBASTIAN LN TX SURVEY REG. NO 100027-00, TX ENGINEERING :LNO.,230o, REG. NO. F-52, 3054 S. ALAMEDA STREET, PLOT SCALE,SANE MOSSA MOSTAGH451,GENERAL PARTNER CORPUS CHRISTI, TEXAS 78404 SHEET 1 OF 3 5 — GREY WORM DR. STATE OF TEXAS B y� —LADY YDLI ST. COUNTY OF NUECES B 1 "SITE" BARATHEIN ST THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MOSSA MOSTAGHASI,GENERAL PARTNER OF MPM DEVELOPMENT,LP. LEGEND: , --lu RIVER LANDS ST. • THIS THE DAY OF 20_ NATASNIA LN / DE DRAINAGE EASEMENT �� " '(LOTS cHESLrEr 9 D.R. DEED RECORDS, NUECES CO., TX 5 ORAGONSTONE T. I I �n NOTARY PUBLIC, IN AND FOR THE V STARK CT. ilaiiiiii 3 ~ Lp, STATE OF TEXAS M.R. MAP RECORDS, NUECES CO., TX I sAMSA cr t O.R. OFFICIAL RECORDS, NUECES CO., TXZI LAD :LAunIA ST LADY CLAUDIA ST UE UTILITY EASEMENT CAI TLVN LN / ,go STATE OF TEXAS B ff COUNTY OF NUECES 5 S 4... I,NIXON M.WELSH,REGISTERED PROFESSIONAL LAND SURVEYOR OF PASS&WELSH 9 ENGINEERING,HEREBY CERTIFY THAT THE FOREGOING PLAT WAS PREPARED FROM A a SURVEY DE ON THE GROUND UNDER MY DIRECTION. w MA ix- THIS THE DAY OF 20— — STATE OF TEXAS 5 II I I FM 43 1 WEBER RDI COUNTY OF NUECES B NIXON M. WELSH, R.P.L.S. THE FINAL PLAT OF THE HEREIN DESCRIBED PROPERTY WAS APPROVED BY THE ,cc -, DEPARTMENT OF DEVELOPMENT SERVICES OF THE Cm OF CORPUS CHRIT.TEXAS TRW A.WHITMIRE.P.E.,CFM,CPR LOCAT I ON MAP DEVELOPMENT SERVICES ENGINEER L'•1000' STATE OF TEXAS 5 DATE COUNTY OF NUECES B WE, (NAME),HEREBY CERTIFY THAT WE ARE THE HOLDERS OF A UEN ON THE LAND EMBRACED WITHIN THE BOUNDARIES OF THE FOREGOING MAP AND THAT STATE OF TEXAS § WE APPROVE THE SUBDMSION AND DEDICATION FOR THE PURPOSES AND CONSIDERATIONS NOTFS THEREIN EXPRESSED. COUNTY OF NUECES B BY: THE FINAL PLAT OF THE HEREIN DESCRIBED PROPERTY WAS APPROVED ON BEHALF 1. SET 5/8" IRON RODS WHERE POSSIBLE AT ALL LOT CORNERS; WHERE NOT OF THE cm OF CORPUS CHRISTI,TEXAS BY THE PLANNING COMMISSION. POSSIBLE TO SET 5/8" IRON RODS, SET NAILS OR CHISEL MARKS AT LOT TOLE THIS THE_DAY OF zo__, CORNERS IF POSSIBLE. ALL IRON RODS SET CONTAIN PLASTIC CAPS LABELED BASS AND WELSH ENGINEERING. STATE OF TEXAS B KAMRAN IARGHOUNI AL RAYMOND,III,ALA 2. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY CHAIRMAN SECRETARY IS THE OSO CREEK. THE TCEQ HAS NOT CLASSIFIED THE AQUATIC LIFE USE COUNTY OF NUECES B FOR THE OSO CREEK, BUT IT IS RECOGNIZED AS AN ENVIRONMENTALLY THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY (NAME), SENSITIVE AREA. THE OSO CREEK FLOWS DIRECTLY INTO THE OSO BAY. THE TCEQ HAS CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO BAY AS (TITLE),OF "EXCEPTIONAL"AND "OYSTER WATERS"AND CATEGORIZED THE RECEIVING THIS THE_DAY OF 20J WATER AS "CONTACT RECREATION" USE. 3. THE BASIS OF BEARINGS IS THE STATE OF TEXAS LAMBERT GRID, SOUTH ZONE, NAD 1983. NOTARY PUBLIC, IN AND FOR STATE OF TEXAS B THE STATE OF TEXAS 4. THE ENTIRE SUBJECT SITE IS IN FEMA ZONE X, OTHER AREAS, MAP NO. COUNTY OF NUECES 5 48355C0505G (10/13/2022). I,KARA SANDS,CLERK OF THE COUNTY COURT IN AND FOR SAID COUNTY, 5. LEGAL DESCRIPTION:A 27.311 ACRE TRACT OF LAND, MORE OR LESS, DO HEREBY CERTIFY THAT THE FOREGOING INSTRUMENT DATED THE A PORTION OF A 293.041 ACRE TRACT, DOC. ND. 2019035726, O.R. DAY OF 20_WITH ITS CERTIFICATE OF AND A PORTION OF A 130.57D ACRE TRACT, DOC. NO. 2019051482, O.R., SAID 27,311 ACRE TRACT BEING A PORTION OF SURVEY 135 AUTHENTICATION,WAS FILED FOR RECORD IN MY OFFICE THE DAY ABSTRACT 581, CERTIFICATE 29 AND SURVEY 139, ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION OF 20_AT O'CLOCK M.. COMPANY, NUECES CO., TX AND DULY RECORDED THE DAY OF 20_AT 6. THE TOTAL PLATTED AREA CONTAINS 27.311 ACRES OF LAND INCLUDING O'CLOCK M.IN THE MAP RECORDS OF SAID COUNTY IN STREET DEDICATIONS. VOMYLUME_PAGE MAND AND SEAL_INSTRUMENT COUNTY COURT IN AND FOR SAID COUNTY R WITNESS 7. THE YARD REQUIREMENT,AS DEPICTED, IS A REQUIREMENT OF THE UNIFIED OFFICE IN CORPUS CHRISTI.NUECES COUNTY,TEXAS,THE DAY AND YEAR DEVELOPMENT CODE AND IS SUBJECT TO CHANGE AS THE ZONING MAY LAST WRITTEN. CHANGE. BY: DEPUTY KARA SANDS,CLERK 5. ALL DRIVEWAYS TO RESIDENTIAL AND COLLECTOR PUBLIC STREETS WITHIN THE COUNTY COURT SUBDIVISION SHALL CONFORM TO ACCESS MANAGEMENT STANDARDS OUTLINED NUECES COUNTY,TEXAS IN ARTICLE 7 OF THE UDC. PORTION OF A 130.570 ACRE TRACT, DOC. N0. 2019051482,O.R., A PORTION OF SURVEY 135 ABSTRACT 581, CERTIFICATE 29, SURVEY 137, ABSTRACT 579, �Y CERTIFICATE 31 AND SURVEY 139. ABSTRACT 577, CERTIFICATE 33, SAID SURVEYS N89°04' 28"E 591. 04' NAMED CUADRILLA IRRIGATION COMPANY, NIECES Ca,TX, MPM DEVELOPMENT, LP 37.50' 37.50.-S00°55' 32"E 11, 50' N89°04' 28"E 1 1 10. 33' 145.60' 90.44' 5'UE 75.00' 67.00' 63.00' S'UE 75.00' 1 - c z 74,78' 5'UE 58.00' 59.00' 60.00' 61.00' o 62.00' • o CO f .D 4: '8. N 28 F N O N A N l O J�D,R, 9877 SF +23 o w 9138 SF N 25 u 26 ^'8 77187 SF N$ 9139 SF of ^W.I m I _0 2 3 4 5 ;,, 6 :vi 7 A'S• -It N N 9188 SF N Z. 8208 SF' P,u u m c �9 u ut W c 8252 SF c u 6438 SF 6549 SF 6660 SF 6771 SF • LT, 6882 SF N V �r Ham "�� •N �N o0u 05 O va ?m m om C) m o u m NN 22 A9%- _q\4\ m m 25'YR c V o _ - 25'YR _ _ - O 10114 SF /q�4'/ \14.]1� T - -� 75.00' S'EE 67.00' 63.00' S'EE 60.00' / ul \ 59.78' S'EE 56.00' S9.00' 60.00' 61.00' S'EE 62.00' Z B A S89.04'28'Y 1020.33' PI t Q S89'04'28'W 279.11' /� `?' VISERION CT, u I - -IYI VISERION ST. - - - - u O ^ ? N88.59'37.E I - - - - - N89'04'28'E 1117.83' Z n m 97 31, - rN N89.04'28'E 400.02' ul an N n TA © u N89'04'28'E 279.I I' ' • _(ql ® 1 NB9.04'28.E 1020.33' - _ ^ 41 ^ \s\ / 75.00' S'EE 67.DO' 63.00' 5'EE 60.00' - r 99.78'S'EE 58.00' 59.00' 60.OD' 61.00' 62.00' S'EE n i 14.1I MI + I - omD 81 \ 3 A/ 25'YR _ 25'YR W z - 10085 SF 49, v. o 4 0 oA .�i q/ 5' E A •l9. IA o ..O o 0 0 A s' y DGc. N a �'4' ry I, 18 _nryi 17 N N 16 IAo ut 15 NO.'W 4, O.R. m N 26 19 ut"• 9188 SF N • 8208 SF UI • 7718 SF N 9I 9139 SF rom o I .-0 32 ' O. 31 30 29 28 27 CURVE DATA o 'o °+ - .0 m 9524 SF c W 7424 SF 9 7552 SF 9 7680 SF C 7808 SF 7936 SF p N mw O h 20 9132 SF oN oAW, oN oly o o A, Oq 0=90'00'00' o m •g 4}T' 9861 SF r,a, m m m N o 4 R=15.00' =W ? 1 om I g • r T=15.00' o•• ^'Ai L=23.56' o' N D' N N K !'�l•I CB=S45'55'32'E r 2 CH=21.21' . A 145.32' 90.30' T UE 75.00' 67,00' 63.OD' T UE 75.00'▪ N NI a N L - _ - S89.04'28'11 5'UE - - An - m c m c - OD=90'00'OD' T UE S89'04'28'W 5'UE x r - R=15.00' ru rD a � 74.78' 58.00' 5'UE 59.00' 60.00' 61.DD' T=15.00' o u e 1A L=23.56' O m A vl CB=S44.04'28'W Z ,P m y o of 'o8 9 0 CH=21.21' C7 °s. 9 m 10 •„oo ,.0 12 ••0 13 ••4 14 ©0=48.45'01' a .44.'r)• 9859 SF •' 9132 SF 11 N ID ^' - _ 3 4 5 6 "N 7 N N 9188 SF IN ut 8208 SF N 7718 SF N N 9139 SF C,..1 ' o 1 v N 2 R=35.86' S'' PI ui ((JJ11 ul ((JJ11 14 i o $ 8701 SF o N 6786 SF 9 6903 Sr O 7020 SF 8 7137 SF 7254 SF T=15.B6' O V S F cyµ� 1 O N ON ON O m A C)AW, CIm L=29.78' ,Y• c c m CB=N66.33'D1'W N N p4 43 \ m m m 25'YR m m 25'YR - n CH=28.89' W A9y �q, 25'YR 0 8 _37.50' 37.So' Z ® D=277OF". F". 10078 SF Ai 14.11' T 59.78' S'EE 58.00' 59.00' 60.00' 61.00' 62.00' - _i R=56.00' / '/ \ 75.00' 5'EE 67.00' 63.00' 60.00' J� - T=49.12 ! B A S89.04'28'A 1020.33' C L=271.22' © S89'04'28'W 279.11' N N u f*1 CB=S00.55'32'E �I �i u �^ �^ RHAEGAL ST. - - CH:73.85' �p I "� RHAEGAL CT. - - - - - - o N88'S9'37'E D - - - N89'04'28'E 1117.83' Z CJI I - N89.04.28'E 400.02' q OE D=48'45'OI' 96.89' u u N T=15.86' O N\ E N89.04'28'E 279.11' N89.04'28'E 1020.33' - �� Qr 1n L=29.78' N 5'EE 75.00' 67.00' 63.00' S'EE 60.00' 59.78' 58.00' TEE 59.OD' 60.00' 61.OD' 62.00' 2 CB=28.89''ST E \ / y M 71 CH=28.89' 7 14.11 10046 SF 4 /q'/ 25'YR 0 25'YR 8 .. Oq.�-�A3• In N N o ..o LA �I yR c 4 ? N g• o W 32 lu 31 30 29 26 27 •a; rN ,•.� 2y rD UI 4 N Ut 3 16 16 Ut 2 T6 u 1 a ^', m1 9398 SF °'w 7326 SF 6 7452 SF 6, 7579 SF h 7705 SF 9 7831 SF °•uo•I 26 fD �p�A d W 5 N N 9188$F N N 8208$F N N 771E SF ul • 9091 $F C m N ^ IJ W • N 'L' 6 1 9138 SF q nWi o m O.N c�y !•I N oo W o lu 2>A Fhb• 9832 SF g m m o` m �\ m :no' o. o v O o T I z W �74.7B' 58.00' 59.00' S'UE 60.00' 61.00' 62.00' 144,77' 10'UE 90.44' 75.00' 67.00' 10'UE 63.00' 60.00' 1 rD se9 oa 2e'u 500.21 lJ o S 9•04'28'u 5'UE S89°04' 28"W 1035. 55' u o �g --- 2 3 4 5 O8 6 7 _ S. 1 81, I KING'S LANDING UNIT 2 _ NAT ASH I_A LN. - - - - - - NB9'04'28'E 552.65' 're: V.70, P. 158 THRU 160, M.R. J W p ;D 0 9972 SF N89.04'288.E 500.10' I () , , fS00°55' 32"E 134. 00' I 135.10' S'UE 75.00' EL-- 75.00' I 75.00, 5'UE 67.00' 63.00' 60.00' '7oo N I- "- - - -1 25'YR 4 m 25'YR PPD II '^ 8 o e o g TN '37.50' 37.50' p .'J vl v, 43 m \ 5'EE 59.78' 0 25' 50' 100' c A Io 49 11062 SF c N 9750 SF P N 9750 SF c Iui uI a 9750 SF o u 87 05 SF P N 8190 SF c B 9702 SF C.) �S89'04' 28"W 59. 78' SCALE! 1'= so' No c ?N o N 9Im roil lv 4 N 81Wi, `?^; vl I N L01S LHESNEY ST. -- o I', m m m m r� m a o4 IF, 0 I I 75. 0 28•w PLAT OF W- mI 75. 00' KING'S LANDING UNIT 5 oa L 81.92' E 75.00' 75.00' J L 7s.00' 67.00' s'uE 6a.00' 7s.Do'J- S00°55' 32"E CORPUS CHRISTI, NUECES COUNTY, TEXAS z 5'UE IV 5'UE DATE PLOTTED.07/07/23 a� 37 38 7 r 39 40 O 41 42 82. 19' CORP. LO TED. 7/02 KING'S LANDING UNIT 2 BASS & WELSH ENGINEERING JOB N0+2-so 36 37.50' TX SURVEY REC.N0 100027-00,TX ENGINEERING SCALE 1• 50' V.70, P. 158 THRU 160, M.R. SBC�°04' 28'W 514. 92' REG.N0.PUS2, 154 S. AM784 STREET. PLAT SCALE SAME CORPUS CHRISTI,TEXAS 78404 SHEET 2 OF 3 PDRTIO!OF A 293 041 ACRE TRACT, DOC.NO.2019035726, D R. A 20PORTION O-SURVEY 135 ABSTRACT 581, CERTIFICATE 29. SURVEY 137, PATE 129 A 1Y0.37,ACRE TRACT. ,OC TI ABSTRACT 579, CERTIFICATE 31 AND SURVEY 139, ABSTRACT 577, 31 AND SURVEY 1 ,A ABSTRACTSTIEN OF SURVEY, IFI35 ABSTRACT 581.IDCERTIFICATE 33, SAID SURVEYS NAMED CUADRILLA IRRIGATION COMPANY, CERTIFICATE 29, SURVEY 13), ABSTRACT 579, CERTIFICATE 31 AND 139, 577, CERTIFICATE 33, SAID NUECES CU,TX, 1RM DEVELOPMENT, LP S00o CCU 32'E 24. 37' • SURVEYS NAMED LLA IRRIGATION COMPANY, NUECES LO.,TX,T%, MPM DEVELOPMENT, O LP 55 5' UE, DOC. N89°04' 28'E 1 1 10. 33' _NO. XX, O.R. _ N89°04' 28'E 120. 00' 30' 30' 62.00' 63.00' 64.00' 5'UE 65.00' 66.00' 67.00' 70.00' 62.00' 66.00' 5'UE 75.00' 75.55' g I 22 Cr.) t c ..$ ^o A In lb" 19 c 19 ..o _o 6 :N 7 8 9 .-..u 10 0 11 0 12 13 ^„0 14 15 0 16 1 iV I 14 21 o y 0 6993 SF 7104 SF 7215 SF en 7326 SF 7437 SF 7770 SF a 6882 SF c In 7548 SF k 8325 SF - N 8338 SF m A u Ig 6000 SF $ CURVE DATA n o k, o DW, 4 N $N `& F, N89.04'28'E '3. . £',' OA D=90.00'00' m R=15.00' Z m m 25'YR 25'YR m $ ? 120.00' �1 r� T=15.00' .--. _ In I" $ Js L=23.56' Z '^ 15 0 20 ,,e CB=S45.55'32'E C 62.00' 63.OD' • 64.00' 5'EE_65.00' 66.DO' 67.00' 70.00' 62.00' 68.00' 3'EE 75.00' 60.55' I I. c la 6000 SF o c CH=21.21' S89'04'28'V 1020.33' A, N89.04'28'E = OB R=90'00'00' 17 ro N ,1, I 120.00' Ny T=15.00' .,T N _ VISERION ST. - _ - - - - - - �c ;B u ro u 'm L=23.56' %0 - H89'04'28'E 1117.83' ru N W U1 16 19 i' CB=S44.04'28.11 N I A e V $ 6600 SF $ z CH=21.21' N89'04'28'E 1020.33' CA - - - = 62.00' 63.00' 64.00' 5'EE 65.00' 66.00' 67.OD' 70.00' 62.00' 68.00' 75.00' 5'EE 60.55' 7 1 ; 1 N89.04'28'E �' El . iTi Erl --3 25'YR 25'YR El u m 19 c N fU $ ..o g L 10 17 rA 18 � O o I 7732 SF 0 O 27 m N 26 25 24 23 22 m‘41. 21 20 19 18 m N 17 w l0 10'Yam_ 0 -_ ro�' CII $ro 8064 SF 8192 SF k 8320 SF k 8448 SF 33 8576 SF $ 8960 SF a 7936 SF 8704 SF 9600 SF $I' 9622 SF � - ro '•$In I EE t u a L.fi N m •m m Q $ lJ SB9'04 28'M 103.00'N - w A BARATHEON ST. `- % tv J -� ro I� N89'04.28'E 152.25' N �y � N89.04'28'E' • 5'UE -- - - - - - B N89.04'28'E 105.00' 62.00' 63.00'- 8' 64.00' 65.00' 66.00' 67.CO' S'UE 70.00' 62.00' 68.00' 75.00' 75.55' D 5'€E- - --� .. Cll u Z 1 pLr:,' -lb YR n CO O O C J 1 O A u D ru o ^$ AID • A 22A .- o _0 u 8610 SF IB '';2'' 0 Ul 6 u 7 e 9 IO I1 u 12 13 14 13 u 16 7371 SF 7/88 SF 7605 SF 7722 SF 7839 SF $'A. 8190 SF 7254 SF 7956 SF 8775 SF J IA 8791 SF?$ - n g•N 7a .... u N89'04'28'E '0 O g rn m n m 120.W' 2 Z m 25'YR M 25'YR I '.8 Z O c 22 C 62.00' _63.00'_ 64.D0' S'EE 65.00' 66.00' 67.00_ 70.00' 62.00' 68.00' 75.00' 5'EE 60.55' $ 7200 SF $ C S89'04'28'M 1020.33' ro W u ^; a N89.04'28'E73 17 ]g N RHAEGAL ST. - - - - - - - - - � ut 120.00' m 3 [7 -- N89.04'28'E 1117.83' .'N W.. r N u H CON89'04'28'E 1020.33' I IV I. n, c 23 0 _ � ,D V 8 7200 SF $ ri 62.00' 63.00' 64.00' 65.00' 5'EE 66.00' 67.00' 70.00' 62.00' 68.00' 5'EE 75.00' 60.55' y ro -I _ I -H N89.04'28'E 25'YR 25'YR c k I 120.00' 4 = U CI tio u z 27 1U o 26 25 24 23 22 N o 21 20 19 18 N 17 I ry W IP ro 24 0 ToC' P GI 7958 SF . 8084 SF . 8210 SF k 8336 SF V 8463 SF u u 8842 SF a 7831 SF 8589 SF a 9473 SF °'u 9495 SF o '^ 7200 SF $ m y W •. O m ^I Ic! UO W ro in rn zl I R N89'04'28'E m 5 m E, . I 120.00' c v 62.00' 63.00' 64.00' 5'UE 65.CO' 66.00' 67.00' 70.00' 62.00' 68.00' 75.00' S'UE 75.55'J ^30' I 30' 1' 7200 SF oo 2518 $ u S89°04' 28'W 10 35, 55' 5'UE` A 8 N00°55' 32'W6 I 21'��I 6 6 7 8 9 10 11 12 13 14 15 KING'S LANDING UNIT 2 KING'S LANDING UNIT 2 J 26 S89°04' 28'W V.70, P. 158 THRU 160, M.R. V.70, P. 158 THRU 160, M.R. IB 120. 00' PLAT OF 0 25' 50' 100' KING'S LANDING UNIT 5 CORPUS CHRISTI, NUECES COUNTY, TEXAS SCALE, 1'= 50' DATE PLOTTED 07/07/23 BASS & WELSH ENGINEERING COP.NE PLAT-SHT3 AB NO,23007 1%SURVREG.N RED.NO 054 S.-0.LA TX EMEDA NGINEERING E SCALE.1'•50' CORPUSxCHRSTI.TIXA9 7878404 STREET, PLAT SCALE,SAME SHEET 3 0f 3 EXHIBIT 2 Reimbursement Agreement ~ • Application Date of Application: 11-14-23 Approved Plat Name: Kings's Landing Unit 5 Reimbursable Public Improvements: Reimbursement for Water Line Approved Public Improvement Plans: Y [ ] N [ ] Cost Estimate for Public Improvements: Ownership and authorized signatories to enter into the agreement: MPM Development, LP Contact Information Name: Mossa (Moses) Mostaghasi E-mail address: mothepro99@aol.com Phone Number: 361-774-3832 Preferred Method of Contact: Email [ ] Phone N Other[ ] If other, provide detail: Company Name entering into the agreement: MPM Development, LP Company Address: PO Box 331308 Corpus Christi, TX 78463 General Partner Applicant' Signature &Title Submit Application Electronically to: contractsandagreementsacctexas.com Mall to: Development Services Attn:Business Manager 2406 Leopard St.Suite 100 Corpus Christi,Texas 78408 EXHIBIT 3 pox S v n 0 BOO 1000. 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MOSS...(x.rcr a oeA+.a w.nex sss sw,.n srue am.(Inn.rmem A AD Al SHAFT INDEX iftSe Ma. e PRa on '" sa s.cx 0 ' - r2,10,P'.2.x, °P x'—' ,,, MR,tA00•06 NM Msx arm saAASMA MI C m.a SHEET 1 COVER SHEET AND MISCE_LANEOUS INFORMA-10N u O. ..eY.a..vr „ Ia, +M• 11.aw.S SHEET 2 PAVING, GRADING AND DRAINAGE PLAN I PROFILE, SWDMP s svI,ur,w ran>r NC CMS.(vo L .uu wr MI. SHEET 3 PAVING, GRADING AND DRAINAGE PLAN AND PROFILE 02/20 ACM RIM OF MU MTN Am�aa.o s TMo M Mon Or Comms Pr MIT Co rMnr..3.emo....n 0.""M.M.WI",e vS rm...MM.. SHEET 4 SANITARY SEWER AND WATER PLAN AND PROFILE ean mm MS .m - Me.a f�'ro�aMo,wmw.Ox aR.n r.s ,•mw wR Claw COMM um Ar MR.riu SHEET 5 SANITARY SEWER AND WATER PLAN AND PROFILE E xex ,.srca Axocm.+ SHEET 6 STREET SIGN AND LIGHT POLE PLAN,ESTIMATE SUMMARY _ AND BARRICADE DETAILS P.VIRC eRwlxe neloaDR.w,OF rIDrFS,s SHEET 7 STREET SIGN AND LIGHT POLE PLAN AND BASE MAPS 1 PA.c SMr.M x w..o MxS ..., s•M sw.x m_..pm.,,E•mi..u=410,14 SHEET B PCCP AND RCCP PAVEMENT DETAILS AND SIDEWALK DETAILS ' SHEET 9 PECP AND RCCP JOINTING PLAN Dow r....>r,..m ,° . .x s,sEns `" CALL ...,BEFORE YOU DIG! SHEET 10 PCCP AND PCCP JOINTING PLAN s - TRAFFIC CORTROI AND STRAIT IICPT FFFS .+.m :r. SHEET 11 STORM WATER POLLUT ON PREVENTION PLAN,SHEET 1 OF 3 cn,l,xw.r B11 SHEET 12 STORM WATER POLLUTION PREVENTION PLAN, SHEET 2 OF 3 ruE LONE SW .mcra ar�n xnwx a.-a oniwx weave. "r's Ao co..."MIA ro ase s..mwo s r.rOz n..+c ca r.c sr+axn o ym sxnc `rtrxr'7"�:"rr ar i aoo sss-es.a SHEET 13 STORM WATER POLLUTION PREVENTION PLAN, SHEET 3 OF 3 .r°,cw vr.m=T.WIZ'AT,r.a,n_xc,a . v man,a,FEES Sw.,m MC PrTH,..One,a rr CIO er a.n,AVOII SHEET 14 TXDOT AND CITY SIGN AND PAVEMENT MARKING REQUIREMENTS ..A Am..,. AND DETAILS s n + _ • Eaxs.w.o.a.co..0 wa....AE ma r. lAO AOOTV n rA wn.AVlxu.u.IA"r.p r A'A A SHEET 15 TXDOT SINGLE BOX CULVERTS,CAST IN PLACE,SCC-8. 1 OF 2 a NI mfr.s..M.+San An am San AAOA A A A6140 ear,A POO100.e Pe AA.. 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SHEET 20 CITY CURB RAMP STANDARDS ' em..M o,.anw xa.s.:1-47,s. —"AO axre nmumr Al „r r ro ° mmrs..o vwa.aao w(Ewaeo�xpuA ro e'S".,sO wwVxo i,�""'"`s`'O"" woe A.nH,;:i.1 7:,'m"iauos"c`wnna u'azax i.s ea+wn o .a ne uAe M141°"'� SHEET 21 OFFSITE DRASAGE PLAN AND PROFILE, EXHIBIT FOR USE r.Rs,r eon.na ..wore zroa OAs .,a..nr,cae sea.,..O m0.,w.a a,..rn. OF HDPP • ve.OM(U c W sr(r IN ..Mr rn,.z•r AOS w Ps armvn(ra.IVITO c o,n , n"S A r 'wr " ,.ens m ups rmx r art or esur,u1uss A m0np ws a,v,,..�,o n swow�xsn.rvxs s A Rn°r re",n Arlo A.PAIR r.'..W,', lA O DEVELOPER. c L CAM.CFM v.Mr m,MO fotwx A Yaw.Iwo ar.AArF ar me M.Saw./ ' men wne caar.,nw. rt+o,n Aim.wow.u,s[.Tn,Ct AD MMtf real r1. POSES MDS A MSI ,�.wort.Es s . ems,so w+xx...w , ..,MI 4.c.a"s[a6rµrp e.nm. a MsumaC IN 7.P.M.PO.OF r.,un ».OE WI'Or AMA./RI OR Al1LSAM0 FOR CRe9T AA1n6 D.BDA TOIJOB.CORPUS C.MSTL M. 7.63 12 w sax.-eS. TO EC DOT..Ar Mot ME An r..R MOM.W.ors All ID EMr ewune w.0 a evZ or om...A SO Mu...Pk SMITS MT a,P.F.A. 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GTA 1+nn In 2'Sn F Tta • --- - __-.. . ,,r: - _- rcT _ \ ` >3___._-,- _III�S1Fmr�". -_ yF ,a,..LnaLw .'� - a s •r \ ` CYDHP IJLA r nN L,s a a,,. ` RSvrn zA ,min c+n s.Ta.r ,c„L ,c L,•n x r \I�- m' - -I I J a lr _._ vcL�, , �N7 DETENTION f.A1 J'IILAT InNC wcn '`^L ',r'L r^-� Li°i ,1 T ro I1r'_'_III c T.+-,0'4:-et' s±e� m .T.:.,,..,,,...., . .,, x. m ,E 1 Q:3 1 Cam- z� T I n.n n> 00 La` uve 6+UU^+ rc7+00a n L,. 8.00 !y. PN I. IT IL IS M I I 81.- P + aI 30 z> ze zT :a i rc35 a � �� it35 ii .svmmw m n.rr,,.aro., I e c!o%cuv[RI O i F 30��1®� � I1'30 t1 i n n v D I I F':nr:".t;i'l''w,s';;7'::,' , I e o o. 6In �� ,x,x !!! t� 1 LSISTIF,a1,o,aawu,mr .sr,Rs ` "1L- M ����111'�����-1� 61 -_ `_1 i_ aD S Rr _j_- h5.-_ - .3y --�- -_ _-____ 'WW` -. ra LI�L�x'o I� ._,c y BEIMINI ¢Mx -�,ur ----I I -- :.`L curt L Amt Lt_vER,` >k 1 All O J °.CU.vCRT `°' 'm�� c 1 ��a0P,I x e i 25- ---A,�--■25 : 'N6i0 „ ,z 13 ,4 a5 p 81 r6, I 3 . s • c. 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IN BARATHEON ST 00 35 00 2+00,.a. 3+00 fcm« 4♦OI / ImaF.Vr I l n'NE"a +35 30 iii.110.,� IS1i`�1Y11r6�Hlllii 30 ��.�..,�.�. .« ���S ��II=I �I.- �J ..........• BOSS h WELSH ENGINEERING 25 TX 317102-7 REG.NO' • INEER.REC.NO. r-SR.3031 5.AIMED,31REET,CORPUS CH IISTI.TEXAS)!Wa 'DI:• I L. I ti,,, —MN PUBLIC•• PUBLIC IMPROVEMENTS TO PIE I V. , KING'S LANDING UNIT 5 25 20 rnrt. • xa n.v iliairir I I I F2 IC Iliiiii 6"..7l 20 \ • s 01 CORPUS CHRIST I. NUECES CO., TX �• c.wamo ,v,M s (LAIN• •v>v v r n.rx, i '� , •• ••,•,,,,••._. ./•/aa SANITARY SEWER RRANDLWATER PLAN AM 11101.ni4 In, 1 - -- • 2!' SP In• IONS JAL PROF II E-SS I INC E(LADY ANDREA DR,) ��C �°�� ^ xjv�— ,y' SCALD I•e•Amax Taff_•I.ar ls= ESTIMATE SUMMARY 1il N89'04'28'E 591.04' "�`.''Im[ro ..WWI`,.�...ILLA I.'vir mrm,l'['[,aiF°mc"F"nr''r.'w,n ma .Lo .rt K.00l w. 3, _ — S00'55'32'E.n11,50'd a•s N�9'04[Z'L_•1j,0_3 - n F Y ?1-U '1 U — l — — —— 4 MAW Van= .. 4 „,7„NwF2,n N,,,,,,7, , EA OW •] 24 ii 21 9 K ImWI4e4N[F 22 ] , 3 . c no vu.wry a •� 25 Mw Y.tq Fq PT II Al • 2.123 PER LUAUS POLE w.SOW 0 EA 12-Una LA 22 \\ { I fib- �` Iyn _ u[. x.^r,nr• 2 EA 5 EA 1T PAP WPM ] SA IA 4 T--C i vYn 4�r G VISERIW ET. vISERION ST mA24 [ rw rna F I I.: .(Y/ J.� p �F'tax p•.�vt w GAMS rc Nlw.l u 1�`\�'.' ,�LT[,.TI.——!,[T /� 3 fE ICOK., 3Y. If 2 ,Y,vr.s 21 • _/' 9 II"°' 25n > �� l 124 2v Y4 NN_ WaillITI eke E �[/ I✓Y �,m PLR PC Art aI 1M °" IR 11 I. IS ] 2, 00 , 24 27 N� En IF N `° I I I Im o I26 �, I I 0 in MO Dern Pron. �„.n. En LF 1 EA r OW BR -s Ir r 3� 24 ..oIR roY.,R,..2>•M.. [[ 0 „K...cawu -g 9 10 1„—It h I O I I O I, 12 .3 I. _I 0 • • 5 . T R Y / \ I — "I. Jl TLE 21C _ n. .cui0 u PARRICAN WT. 6 / M[LAL Ci. FYEUL Si. 2 2 I , [,Q,w,v.u„ .i a]vwl.u[su A�..ww . mew mon MEN.rnwv5d , u "o O P I \ 4 -,. talcs `; ] FwoF I. 74 a,, Nww'Irr.NF w, W I ] \ \ / U'.1... 1 25r12— --I "- 24 YR \—�/ I goe><t Ej I . ], ]5 23 m 22 N R,o rK d d K n�R .n I ! • 2 , o n .E.r.rr.: ...�•[.. r� •N I o' All o W,wN.,r,tort._ O I l0k , J L la U ✓ 0 ` xlc_———— _ < o..woc "m"'c m1MN0 r0.c0nm1cuB1 38 2 329'M'22.4Y 103.33' O 2 d ®°W"w^• ' wr d ;S ) ! .ro 1./� s u,,wars oNt ICS ........r.�rar, I r NPiPSN1A LA. KING'C WIOINO W„2 Zip � d Y.N P ,34 11:t t.0 M R. 4MI[rn, e.Ir)nx f0 ) Es'-' I-- f�'YC �d [- u Cx�$tv :.S LIPXd. 5P.L.SE.,ad.,rK<.wr.w40111[n nN,.lr n. i` I .9 4 42 46 45 44 � 'a,43 1 — ,r•o,,,)rt.,.,<d, ,[. r�r.N[..o or.r.rn.[rd F NK I s , 21rY :d:.�.. .;I�rKrlr,: C 2 !9. 13 I- O] I(^fII 14 LOIS CHESNEY Si. ,.�`�'�./ 1 L �x J L 3 <• JR S89'04'28'A 75.00' ,4[.. Fn[F..i,N.Veen Erne se To lc �,F�.b NR 4.w ./ o Ca S00'55'32'E FnrnnE unI z 7 I- » m O 41 42 I .w 82.19' I �,n.n`r.,rYlo nmIM3 IX a S89'04'2R'U 514.92' 1i"�=I/ v TO,r.3I[w,..0 I00 M 4. 1 r au. •w[r.4w 4 IF0 GIR]R ,w,.,[. TYPICAL BARRICADE PANEL DFTAII orr BASS&WELSH ENGINEERING + y * ' TX SOREEY R[0.NO 100022-00.TX ENGINEERING REG.NO. \n[ ,����.,^. r-32.3034 S.AIA.104 3TREET.50RPU3 CNR67I,TEXAS 75404 • rnv nvr..d. 2yw4044/'- PUBLIC IMPROVEMENTS TO all,ozroo M .' KING'S LANDING UNIT 5 """�f1 CORPUS CHRISTI, NUECES CO., TX MIr7ortw.InlK "K' STREET SIGN AND LIGHT POLE PLAN • TYPE A END-BF-Rf1PD BARRICADE = ESTIMATE SUMMARY AND BARRICADE DETAILS ...�M � SEALS,1•.s0� x ` ro._ 0' SATE IILOTTED tyisal FMF L or_ ..MT:,,; .R.m T�»aK.x»�,, Ia cn". Oh a. di ig ell 1 E ,. age,la .-- �.[.»,- 11111111111 omAoomoo©o©mommm e 5'u,x D� 141131111111- �,a000uov000mmoiml o �w na. 0 ® --- -- i. ,m--,�-. ; I9 0 Pd�910o100000Q©00101�� © v 5 5 6 o o o= E. 1 9 I zI ti s s ,R II Iz I I vy �©o� �o lit WATER BALE MAP C 8 s.EC G _CD:TM» .[ _� I la zo 0 N I 4'. yq =n IL . JISERION ST. I I5'a �zs rR an •�i,x,.,.,o».R�.- IT — NE IR (�tBu:a��IiIIII uArursa�WO �re' m em r. MN 25 2x 20 22 21 20 19 ,» r, ' Ye I I0'Y= e4 Oy '��il� ©©mmom •" a /" BAR,IL�»Si y 9m 1�~�mml ■w:s�a••••Tim... amdmas .,Ila ..., - !! :‘,?! T tS P Ie CC BASE MAP 5 . 9 9 0 2 J . 11p r' I0.®Ilia cm 4AF AGAL ST. 'el F IR sa 2x 2J 2, ' 19 R �I. I, N 2. s iS x, 215 J �� yE ^a . "' s T e 9 10 ,I o 12 10 ix 1 z5 tI,5 ,s I i I v slxps 156 1N W60.C11 IT ze vro os`. .7VITJ.R.8'' .]0 . . MILIMILISILMISIBMISI .!Eo j [-TX BASS&,W0E0L2ES-H 0E NENERNNGG eE. o 05.s ALwEw STREET CORPUS MOSS 1[EA5 ROAN • I'Y. PUBLIC IMPROVEMENTS TO Y9w"" rue KING LANDING UNIT 5 i,ltilZ- rnRPI IS I''HP1 ST 1, NIIFCFS rn., Tx STREET SIGN AND LIGHT PILE PLAN AND BASE MAPS zv w oo• = SCALES I,50~ x wRu M J0110__ WAY SEAL OR+rr.u.m[ >•„ran„.sw a Noun It'Li2 74 V."F r.nNr J• xN.a n SEW OP UW101430 LOW. • P «.„„''' raw i YO" lw"".pa ar -i.r RI .m mN.w.mrn e +Nnw.o.N —I .tr. -ere rwrxKss _ A JOINT IS 'MEW JOINT aECR LW CONSIDERED PEWEE Nine"eo kaNLITES OE ..__--- 16NEN AN :°..w rnw.c,.. ��cucvcicn coKPcrc RLAONG•14f PREVOU6 LAW OR..v - e e WWI., JOINT�`%ERo33pN`rol SPELL,SPPiCec.NE CONTRACTION(SAWN)JOINT DETAIL-RCCP SN [ IE AND 'N [CO ccC,E EKui.'' SAID MOT SPECw SPECIFICATION IC16. r iwi.c,nom.c NwA9"�„xan'oano.su RCCP(Roll FR COMPACTED CONCRETE PAVING)NOTES ai6�c6iEEr a[CP>� w7-[[ n .n" c;Ec7w r'"rirr w v vcm r *o t0eir mr K w w-vCRilt xswo«.o`nr+:r.g.W.r.="`,e`„,..w,..;:='cwu..nw. 6w`�`N„e"r+`�'"`Mr�"' m+r LONGITUDINAL OR TRANSVERSE SAWN =XPANSION JOINT DETAIL- PCCP fn1NCTRIIFTIFIN JSJN s R m N aam r.w.m+r.rxr.nr.wraN,n+M sn m cw�wa5 L SW Soar OW rams susi sr au,.a mecum u rairias rims nem ow••••••. r. m. ' +.+r'r,.>.>...�... •>... ,.m,srtus e„uw,w ,..11 F.+rp.ino.ccr enoe. .u,„ xN,: TEPICAI PAVING SECTION SHOWING HFADFR CURB D TAAIIS PCCP(CORTLAND CEMENT CONCRETE PAVING ,w s¢n rwrrsw«Pam PCCP STEEL REINFORCED) rmr lexsu cwvcx" sNunws xr ru.„rr,svnno nrarw•>n,u„,.wa,....xn WE WOW Of CONCREtt. al RCCP STREET SECTION - DO ROW r wow,.or we PS Al n snrri ,«.r�„[mw m,w.>,m eN intertek - / „«,w a«. GEOTEOINICAE ENGINEERING REPORT N.a rww"n w„,r.cruNre s / I [ramie aras� { iu m nr„anac re,,xo .n tx0 Proposed OGRES Landing Units 2 8 3 mrNRe m m ,„ °Me "r � w'"c � 17- ` � ee.„c eN Various Streets .mnP. w[c«c„rn.c..r mr.mrrc n e.. /J/ Corpus Christi,Twos / • ,r ar.m K.�ors•„N°O"'.c` .I " _-'VOL .oNn TYPICAL PCCP PUBLIC STREET SECTION „r,«.awnr eML J J 741 w[n 16`ner+u6¢«s,.[nl PSI Prgeee No.G3323I3i21 ^ e na"DO ne.xs„N We _ tm mrvu,Urar Y OR AMMO EXPANSION JOINT FOR PCCP ,:=: cl«enrr. r' ,rnruss« m .n p,« r nw ne rdmn Elnmee,In<. esserusamarraos r"erC>rmna xxNrc.m..nw¢nx[+v¢Wronsavnr.„.cnrEN D.O.Rm 331.306 .uao mmrnn+u rm.w.mm.w..rw „ /® 1,nICA�RCCP STREET SECTION- NO'ROW Corpus Christi,TX MO s„x Nownlw a.SOU PCCP CO6ITRAC'IUII(SAWN)JOINT DETAIL r- - �-- .RGr 6. glii;i' �_ IK. .,. S • NaNr13.611i6e+e011e ..w aN..e„»n„N 1 r{�[3 /23 „:�~ .w s, r.e ca.- [n / - <enK NCe sNn'1n,.corn«s„"`[rn BASS AND WELSH ENGINEERING 1erRnupw men TX REGISTRATION NO.F-S2,IMPROVEMENTS S.NAACP STREET CORPUS cHmsn,TEXAS no. pa[n o cm IMPROVEMENTS TO zw.wwww rNnno„n�[r vw.aa„...a�z..«a„.n... [„[sees,:n swu N wroenc n rrR nn«wmnerw+1RN m[ ..x"wz watt«m.s K o„ru.m rP"[.r.rr .M rmro e•,K6 c6r.nr Ai KIN' LANDINGUNIT rminm rr«E n.«ra rc`:a'"riiOrt. wrnlwN nw„m.c weN ne .nNr G S L DI 5 It• ra mrr.nw r« ,- wm[e K.w yea,.[wr„ 1•. ,„7«.«wn«n r [a CORPUS CHRISTI,NUECES CO.,TX rK ocu..c;o"Nn«r,[wRCN«sw["«ncaP ss oru w...z, rya.«+u„Wmn o-ra>I+rr�« PCCP AND RCCP PAVEMENT DETAILS .ev.aeawc rna r«ua n me„n[.ns ur[n.raa wcNv[ _-- .mme„C)00«,anam„: N.« ''''"[""' TYPICAL ISIATION 1)FTAII AND SIDEWALK DETAILS re.ns wr FOR MANHOI F „+r TYPICAL RCCP STREET SECTION-BR'ROW o.rE mrw.pa " cw[.r`i.v„e 4., eNn o 1yEyl.K.i1 w_ • li N89'04'28'E 591.04' �SE.s 3.33' S00'55'32'E '11.50' tGPANT, tN�9'09'2@'Ln�L1——- -CONSTRUCT 75[SEt4ADED • r EE O 26 RiiQ'oc¢RT,Nv oalE°a"�./,1 ,.•• II p'H �s�uE . s c —; n'TI°EiwTTB.413 To MT Q 25 CON • JOINT[BOLD> O 2 iV� CONSTRUE'THHE-SENSH E'DPPANELS I anm gym.. Z Md10[u , ,1 TS'STREET y 11 IY GCEV ixR=GOUR_MeG� I d/ ,REEI E,�_ 2 N Yx .\ tt or Storot, ON, ,� P+;2_EY_SRCEr _J �—__ �1_S :e STREET—3:FC__.5 STREET/JOINT Or ,20 A TEWEa I �Cxi I 1111111111"IF i �19■ .v!SERTEn,. m \` � .� /— Eu, -., ( riIr., r- — — E CP r ]OEM - a.E E. 21 Eat Hr Te nuY,SPOOWE>d , �tmTIICT tw na [,R N n -3'E dSTRU[i NES[SC'EI C"Pf" a wi,7 rr Hes NnRu u rTI i fi SIR IT T-ix-vEAc I aH en n M P�vIOE NCB DEFORMED MRS AT F k 3O 29 �I 20 IS Cu ouuiNINCIONi 6 1 SI —I RCEP[CPANiTd O 5. aq ----�,� --- 'SHEET I 5,IT fa O •d/svBB STREET U R R Ei, D PAWLS ro @I I z G • s 6 p Jy, NESE SHADo 15 CEO C 4T% \ ECM/3 — �_ 1ROu YSTREET D ETR[E, YEE— —STREET INT-v—,=O CC R S,RE[T/ �� RdSRO'p ST•Fi PCCP EXPANSION I —— — .\ � Z ZO I_JOlxi BRD> I/ 1111111 ' e m LA O �RE ,i —+—_ •DO N `� •�- ' '— 5'CE PNxfld \� — TEE —L"R Er,,TV" a.n'•IFf C T \ S� - mm c 25 vA JUIxT(NTT tastm.Act•MOM MP !IL00 ; J0 MA 25 il W30 29 2T Nfa AKLS 441CAS Iu tt SnA uEEA N PANELS 03 O MST-IN-PLACE'B•PCCP ED BARS Al CM[TRUCT THESE SHADED PMd IDC NO I O IPROVIDE ND 4 Y MEN TNRwGHNT MI. O CAST-IN-PLACE R A Y pSY DHROU514 21 MOMEIGNNT [PCP¢Ox I HINT 1{'.S[Y1nE0catoutH MIDYM.IG..T IMM L 5'VE ——— — d I - am:�n.. 5HL SST Ov'20'V 10:553' a v1%,HRU 160,x R. O 6 . STREET IS S1Z[ . V I .g _ v EF— Ir 25 \ 1 rt.to $1,4 wtu a wm AT �I 46 .S a rtv,.761"Tx 1 I�I� _ E� DO I i� C9.�8' ` A -Ix-PCAC[B' I_ I I «G ecd EdETRN rED TN IS A 0100'SsLLONmw oiIi R L mrc J L--- ,� --_J—�S89'04'28'41 75.OD' S00'55'32'E k—— ao � \ r. 1 r at •o O a s H—Ei �z I— 82.19' 1a6 immoos Loom.umHeo:�.R aT.an S89'04'28'W 514.92' RneRUR Pon commuctgi SE D i_ ii BASS&WELSH ENGINEERING A `A ,C SUM,REG.NO 100027-00,Tv ENGINEERING REG.N0. / N P-52.SON 5.NANCOA STREET,CORPUS CHMRT,TEXAS]NW -�"!'IRYI" PUBLIC IMPROVEMENTS TO r,., Alt,Y CORPUSNG UNIT 5 ]CHRISTI,DINUECES CO., TX PCCP AND PCCP JOINTING PLAN D 25 50' 100' I.-»' ITMEM71=1 Am NM n0 tD 1/xel00 .tn___rc L P;t RR.E.. ED x,E SLDx T . AN E,nTRRET Tx 5 PON LS VIT S' OMIt TR. PMxR VNO.41 orrorCHAJTa n MRSx"T RCM �M. 6R. 5'II — 10 ——— —— iiNhIIIIh1 CO R , D 2 5 �a I 4. 21 Z hI lla„ .T: oT .' ;S Er EL CC STSEET,pIM- TWIT nR c ——— I NOR 20 N ,i■NIf Ir II gm11•■■R�'RI■■■■■EMPIITR!IIRE■r■■■■FFSEM■■■PE■■■■■�l'f■■■■IC■■■E 4 F 71 p'_ IIIIPII II IIwOPlP� IPPIPI+�P,PIPIPI.IPIP.IP�IPIPIPIPIP�PIP ,PIPIPIPII ::f 1 IA ,,, 5 Er [l F:4+; 25•8R If[tDRD)d BiRAlxi IIDTd AM"i�* I) In �WWyI • W �N 25 N 20 21 80 19 EEE WIE , I RW=2a tt STREET — 21 x CCM N..920 PUELs A•■, ISii ITH E.s 1.14..a EII■■El1111F MIIMIE ,� ",-,"^•E" ill P.M`4 WORE.MRS.T I�I]N��I'�EEE =)lE*� ISx.OTIOrI NGT"IH _,!� .8 IIEWOdr xSDKIRn �■ R���111!!lRPll <I HG'i ■ILE I I D � ——— ■�.E 1,, !�unwcldm�1 I 1 D S 1. ■FEI ... D. ? _ MOE E= qI/C•O EMIT CL Of STREET/AIM r ST4C, N_ ■■III 2 2E Y r ;m■■■■■RIA■■■■■■eirriIE■!_7El\■■■ESEfi■■■■riOni■■■I�!7■E■EEW♦■iill h° IB 11**■■IPIPIIAEIPI IPI+PIlIPIPIPPOINIPI+■IIIPPI!NI�PIPITPIP■NIEIIIPIPIIPIIPIPEIIIIII19IPVIMMEIII,•D..atinRR, 2,II1 ' �.1■E I I c+ — ——- —..�.I9..7. ——— r =IIITEXPINS(NEM. (ARE • to AIRT,tRW x'N 114111 EE ' 65 z N 2a I ■■E .B 25 24 23 19 ID I) NNE � a ■■E ' ai 27x s 0 ■oth Rtg,'511 i:TRCET I g! J IIII51FIi D —— —— ——— I1 �I I m PLn HDxH I k 5 5E „ k OB II ' —— , 10 11 I2 10 1H 15 1. 1 II �� ox ro P I5 : R. ET<,i.;R I.E�T ° R V. ,HI.w.;�.f�,�d1T magammainal �01,.h BASS&WELSH ENGINEERING / lx SURVEY.94,NO 1a002)-00.TR CxDRIEERINc RCG.N0. ',R - f-SY.JON 5.4.YIEDL SInEET.CORPJ!CxfiSD.ICIVS)p.p. " 1WM•"',• PUBLIC IMPROVEMENTS TO XG,H yn9r".Y KING'S _ANDING UNIT 5 n' CORPUS CHRIST I, NUECES CO.• TX ''" PCCP AND RCCP JOINTING PLAN IOa . Awns ,,,,J. 1.SCe. .4PHRs HD. a9s.sa_ • CCR 015700 POLLUTION PREVENTION NOTES TEMPORARY CONTROI S _ 1.CONSTRUCTION ENTRANCE-[INSTRUCT A PROPOSE.PM CONSTRUCTION ENTRANCE CONSISTING Of.0 CIT wTR „'.S O4 NvELMMETET vTVP'Pr.1 ALL STORM WATER POLE.. ORM SURFACED WITH CRUSH STONE OR GRAVEL OF SSITE 2'TOR4T TK¢VE.CRUSHED STONES BE AN DAIRRA N89.04'28'E 591.04' Yds '''T SOO'55'i32'E"RRi:111.50''p cam [ N89'A04 L28'E �v1„10 3,'1'— HALL SE DONiuN ACCORDANCE DANCE WITH �nic.lc"oENNlepn°R As"N°xi wiuT°YSMiNpT°v Acm`o iwu°i,IEpH`i`N�RTR.sXv°ce�"iu`�000°RwxDLI°T o�TENTRANCERo o REQUIREMENTS NPs F YUE 1"- s K I D Sa s f K _ ..s _--`_-�__ THG SPECIFICATION SHALL BE°rump PERIODICALLY DICALLv WI.OF 0.I1.THE AND ` N D , ° - BY CONTRACTOR ERMA,xv.LC�RYYF o o E. R 2.CONSTRUCT.,E a°ER"T TRACKING -COP xNO DRIP REMINIS BE',RAC°D n z. I 26 14 On 2P I 1 f s 6 FRONT END ORSTRDIVISION T PROCESS.STANOARDS AND CONTRACTS. D fTREE `s oRucTINz� sco EPEE. I�[oNsva20s�xµPfH�axvLANEs"`:EE''`E'4=R=:"f i""il`s"ci[n R5 THROUGHIun.CON i i N p Y BASIS AND SHALL BEREPAIKD%SEPL°ACCEEOS.""ECESSARv.� 1v R \\ I S'R� - IM n C 5 4.SOLID WASTE WASTE KSPOSAL-ALE TRASH AND OH-SITE L BE MISLED TO 05 RUCTTED REED GAARRD1 ETRLC,ION THE JOB SEIE. N / , \ - - JX/ L Y1L '-2 %1 WASTEOCEDURE rt. R-N DiAEARDO Ken I DEBRIS BE GTING IHEOE [ RATEDICES AORP"CpMTSKD"LE BE POSTED ATINa IS PRO OCE. IN C Z HAZARDOUS THAT NA2ArC';'°VARn°Si[ORffipiEUO,!510NSOae BVDOKii V4STE ERI THIS VISERION CT. ��r `oJBVI SERION Si. A.86.TPILL PREVCNEICO IVFLOC GAR[ixE Np[RI AL PauGEKxTD PRACTittf MAi V1LL B[ [ T RCOLC[Tx F air • U`F CFfpR�V1PPiLLK M°PADET ORI��[WNLr`ENOUGH UPpOWCIARCW REQUIRED TO DO 1HISEJOPTO fTOM1T[PTaRfRSUO°FRED OVS ITEE Al 1 BaR9n n , >O WILL B[Si i.ORDERLY x4NNEO IN T.ER PRoouC VAPPROPRIATEIN�ORIGINAL 4N0. IF POSSIBLE. KKR. \ , ,.- -1- ,, �1 rr-- - -_[[ - -� eE2 PRODUCTS TOLL P K ORIGINAL o I ,*�G, .��R Ric'n"nfaNxn BY a REv SUHERE NENDATi r PROPER"USE"AHD DIISPOSA IC L WILL BE RIHTENT f. Ip'd 4 /6 VJ IB IT I6 IS OI n 29 2R 2T tr v x f iSSILT SCREEN room TABER D Tv CR AEN A 1ALL POLLUTIINi PIRVENCONSTRUCTION eAURES Of 1 , I PAY MITES N UNIT PRICE .f STABILIZED TER CONSTRUCT./RE PR R'. 1 to I 0 P6 B'ADJONAg PRVERir>PNVONDREx INGOWINGi[ONSiRCiITEOUED LR°I PCO.ED 1A RW TO P I I °NLYrtT[Cp1N°CIfRNEIFI"OR NOT BE ALLOWED MNLS°NCREi ATRIFxx5El5 ON FACILITY4 UNSq!THE B6 „� - L —— _ OR SPE'MAT, RETAIN r „ERG OR L: HAaf NEL..ANY WASH EACMAIES MN NOT fl -----,'DI'-1----t r -S r ,.K Tr- - -- SURPLUS a+ SEPARATE BE ALLOWED TO EN.THE MUNICIPAL SPARSEC�5P1ErwN[R SYS WASH TEM CRY A"5T°rt[ETf E RPPNPS D- THE"MED TES.OR GROUND TOTTERS s: O I O N0N-CON.o xEAN700 A L IOP AND 1110EBRIS,RAN TxETHE S4D.Rp COSNPRN[TaN EN IN A 9 p P p 2 B 5 6 NINx ELIMINATION SYSTEM" GNRE ...TON PRACTICABLE 13 THE TEXAS POLLUTANT N AS NEiPPOOp)GENNS o A PERMIT RE " .— i i PorcxMDSURES TO BE E THAT DpER ENTLY CEASED. AND MUSE BE INTRTED 1.9.DTI 4 f,AERi TH __ I _ II 8 n.TR �= ANR.CEASED_,N,EDON Cf SITE O�TES DDN.f K D PERNMENTLY[FARED + \\` I I 3 - $ m PER"EIEGLBLE ANUSDERiEWN UTILIZED INSTEAD,T RiT n•[E --J ti = 5SE ,- o STABILIZATION ISCEASED- PERIM NEAPS AS SOON AS PRACTEABLE.BUT ETERS NO o / RxAEG4L s,. Cib c 2 MEAS RE WM CONSTRUCTION PR«`DATE0 EN rT.f w�,COR RLO F.EXCEPT ROZEN GROUND CCHEMTION Or.f.STABILIZATION ATEASNRES RHAEGAL ET !fin L�J R • 27 PI J w ./95 r"9 . 2 I x '41 L• 26~ N 6 5 In O0 III O $. II 10'U _1 L 10'u -IY L---aL __ -�- RPIEE SRN 28'. O AMTASHI4 EN _ 1. I I V 70.P. I5a Two 160.N.R =s 1r I� n'.R 1Vo7/� 8" 1t A9 4R 4T M.J 46 4S 44 AN I, S69' a= . 89.04'DPW wI O 41 'A 82.19' 19 I 1 59.TR' {S f_r P LOIS CHES.,'ST. ills 1 ..I. RH-i L--- ,K - e� S89'04'28'M 75.00' SOO'55'32'E —_AF I TR 1 r D9 AO °E v.io KPW.f 0501 IV`;i.R. S89'34'2E1'9 514.92' I DT.fn ®so A. ! BASS&WELSH ENGINEERING 1%6URVEV REG.NO 00027-00,SR ENGINEERING REG.NO. f-53.0054 S.4WIE64 STREET.CORPUS CXRT,TEXAS 8404 `�" PUBLIC IMPROVEMENTS TO sn4B 1 KING'S LANDING UNIT 5 a CORPUS CHRIST I, NUECES CO., TX STORM MATER POLLUTION PREVENTION PLAN • SHEET 1 OF 3 F. _�_== 25' 50' _ X. ,'-s' I .,��==� SCALE,I' MA' e. _NM` 05 TO y4 o <a,,., zrca!krIt y s UI, me o LNO .DR. z O h� � o , _ of c —R rt_, Z �!cs_ �r/ IS a' 20 i8 oN on_ N _ a I w at o g, n v1i[RION S). t^' az.x 1 .I4 Ia 33 F IS ,R --- 2 4— — -a I I I 2l,YR 2,.YR R 11 ,) 112 .n .N 25 2• P3 22 N 19 tor= �F pA 27 $6 r�isr BARA)HCON Si. ,,, _I'SE 2i 9 y — e---y. ; ,'' _ , —,dam d h II =F— 2r_7— �T n I 2 _— —i—_,L� _5'fl ppI � (I)tm RN.CCAI si. l.. I F 3 N— I II 6 . v,R 2. II ,. 9a 2! 2. 23 22 2, 20 II IR 17 n eb O4. p ai I R iR R yf _� es 0 Imo; Irr. ,); Al,1R�,N;I100 wR o n .)R . ;lR iNw �. R Y)9. NRR . 71AM BASS&WELSH ENGINEERING N 9RRRv R20.NR 1RW3)-00,1X CNRMCCRMO RCS.N0. )-!2,!ON S.AUWEM SIRRT,CORPJR ONRI,iC 1RA3 go. -1T.P PUBLIC IMPROVEMENTS TO c'M1 ...y KING'S _ANDING UI.IT 5 O,.1481 1' a, , CORPUS CHRIS7I, NUECES CO., TX � 1/2R/2! STORM WATER POLLUTION PREVENTION PLAN SHEET 2 OF 3 ��- R 25 sR I00 _ 9R,R rawer =—— SCAC�50' to :s wn 1.n m._ SITE DESCRIPTION ...auEROSION AVID SEDIMENT CONTROLS PROJECT LINTS: KINGS WADING UNIT 5 STORM WATER MANAGEMENT STORM WATER DRAINAGE WILL DE PROVIDED BY THE STREET SECTION INI ETS AND PIPES CURB I GUTTER PROJECT DESCRIPTION. CONSTRUCTION OF SINGLE-FAMILT RESIDENTIAL SUWMSON.THE PRIMARY ACTIVITIES WIII CARR1 TIIC RUNOFF TO TM COI ACTION POINTS WELTS) WINTENANOE: Al A ROSIN AND SF MINT CENTRALS YWIL BE MAINTAINED IN GOOD WILL BE PAVEMENT CONSTRUCTION.EARTHWORK CONSTRUCTION,STORM SEWER AND WORKING ORDER IF A REPAIR S NEL=SSARY T GON RE E AT I HARI ZEST DATE LEWD'CONSTRUCTION AND LOT GRADING AND CLEARING AND GRUBBING SOIL STABILIZATION PRACTICES: POSSIBLE BUT NO LATER TWIN Z CAI ENDER DAY IAETER TINE SURROUNDING EXPOSED GROUND HAS DRIED SUFFICIENTLY TO PREVENT FURTHER DMLAUL i_RUM HUWW EOUIPMENI,______. LWOR 501E DISTURBING ACTMTIES: PAVEMENT ANC EARTHWORK CONSTRUCTION.LOT GRADING A _X TEMPORARY SEEDING THE AREAS ADJACENT TO CREEKS AND ONAINAGEWATS SHALLHALEPRIOtI_IT FOLLOWED BY STORM SEWER AND UTLITY CONSTRUCTION - PERMANENT PUNTING,SODDING,OR SEEDING FIT DEVICES PROTECTING STORM SEWER INLETS. _ MULCHING TOTAL PROJECT AREA.: 27.311 ACRES SOIL- TT BLANKET BN(ET INSPECTION:ALL INSPECTION WILL PERFORMEDNS L BE BY AN PELIUR EVERY AS WEEK AS WELL TOTAL AREA TO BE DISTURBED,A9 ACRES _ PRESERVATION OF NATURAL RESOURCES ZONES A ER EVERY MALE INCH OR MORE OF RAN(AS RECORDED ON A NOV FREED.RAN DUCE _10 BE LOCATED AT PNE_PROJECT3L O INSPFPII)N- n NANCE REPORT.WILLI - OTHER.LASTURBEO AREAS UN WHICH CONSTRUCTION ACTIVITY ALAS CEASED(TEMPORARILY OR MADE PEP EACH INSPECT ON BASTEE OS N T THE NSPEC NMAI E RESULTS.THE CONTROLS SHALL BE WECHIEO RUNOFF STENO NEVI SSX P R_MANEN.511LALL BE STROLWED WRNN 11 DAYS UNLESS AC1ARIES ARE SCHEDULED 10 REVISED PER THE INSPECTION REPORT. (AFTER CONSTRUCNDN)_ RESUME MG CO WRNN 21 DAYS. WASTE NATERNLS: CONTRACTOR SHALL PROVIDE A WASH RUT AREA FOR CONCRETE TRUCKS.THIS EXISTING CONDITION OF SOIL!VEGETATIVE AREA SHALL BE AT A LOCATION TNT WILLNY NOT ALLOW A DEBRIS OR CONTAMNATON TO ENTER COVER AND L OP EATING VE:fTATNE COVER STOW STRUCTURAL PRA�PCES THE INLETS CR STO SEWER SYSTEM.ALL MEASURES SHALL BE TAKEN TO PROTECT THE SOL CUSSKKATAN(USER)-SOILS AT DIE VC SUBJECT SITE ARE TDRN CLAY.0 TO TN SLOPES.YEA SURROUNDING AREA FROM CONTAMEANOON.WASH OUT.AREA SHALL BE RESTORED UPON PROJECT SITE 5 UNDER EVOCATION.INTERMITTENT;YEOMAN.COVER - SILT FENCES COMPLETION. ALL WASTE WIERNL SHALL BE COLLECTED AND SECURES/STORED UNTIL REMOVAL -RAY BALE DAM FROM JOBSRE NO CONSTRUCTION WASTE MATERIAL SHALL BE BURNED UNSAYS. -ROCK BERNS MANE O RECEMNC WATERS: OSO CREED _DIVERSION.INTERCEPTOR,OR PERIMETER DIKES SAHIIAM WAS,=: ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS NECESSARY. -DIVERSION.INTERCEPTOR,OR PERIMETER SWAINS NARRANARRATIVE-SEQUENCE OF CONSTRUCTION(STORM WATER MANAGEMENT)AMNRIES -DIVERSION,DOE RILE AND S SHALL COMBINATIONS PIPE SLOPE OWNS OEFSIE VEHICLE TRACK.: THE ORDER O NSA SlS WILL BE AS AR WAR: _PAVED PLUMES I CONSTNICI'SI I FF CI EAR A IVSTAI1 U TIES(WASTE W RUC IKN L% HAUL ROADS DAMPENED FEE DUST CONTROL STORM WATER AND POTABLE WATER)WORK EARTHWORK MDPAVING AND LOT _ TIMBER SEMATTNG"ATLCONSTRUCTION DM LOADED HAUL TRUCKS TO BE COVERED WITH TAR•MLPT GRADING _CRMNNE_LINERS X EXCESS DIRT EN ROAD REMOVED DULY 2. GRAD PROPOSED PAVEMENT TO SUBGRADE ELEVATION COMPACT _SEDIMENT TRAPS _STABILIZED CONSTRUCTION ENTRANCE SUB4RADE CONSTRUCT PAVEMENT, _SEDIMENT BANNS -STORM INLET SEDIMENT TRAP REMARKS..MOGI AREAS G PII ES AN E CONSTRUCTED IN A MOWER 3. UPON COMPLETION OF CONSTRUCTOR,TEMPORARY CONTROL STRUCTURES _STONE OUTLET STRUCTURES DINT WILL MINIMIZE AND LOCUSCONTROL THE REAMOUNT NOFO SEDIMENT THAT MAY ENTER RECEIVING WILT RV MAN N PIALE UNTIL UNDSCAPING OR GRASSES ARE IN PLACE -CURBS AND CUTTERS WATERS. DISPOSAL AREAS SHALL NOT BE LOCATED IN ANT WETLAND,WATER BODY OR - STORM SEWERS STRGMBED CONSTRUCT ON STAGING AREAS AND VEHICLE MAINTENANCE AREAS SHALL BE - VELOCITY CONTROL DEVICES CONSTRUCTED sr THE CONTRACTOR IN A MANNER TO MINMIZE THE RUNOFF OF POLLUTANTS.ALL WATERWAYS SHALL BE CLEARED AS SOON AS POSSIBLE Or TEMPORARY EMBANKMENT,TEMPORARY MODES,MATTING,EALSEWORK,PILING,DEBRIS OR OTHER OBSTRUCTIONS PLACED WRING CONSTRUCTION OPERATIONS THAT ARE NOT A PART OF THE FINISHED WORK. CONTRACTOR SHALL PROVICE ALL PERMITS ANC INSPECTIONS-ES LAY BE RLOURED BY I.EO AND EPA. HALL RL ui0 HOA...... -.. A RECOMMENDED TOE-IN METHOD . Ay F}P� ` M1 \ DSO CY:EK/--__ BALED Ter OR STRAW T FILTER FABRIC \ ` • F R� WRIT ACINfWC[MCNT r0 pi es 4 41.11..NYYWWYY WRd �\ n.%"12R ITcO xOENmH0 500' ONE x1 x.36' (5cm%SD.ET ) PLAN A SCALD T'.IDEA' N W000 PEGS -WENMIr U y.A� dP� 5 4 Cal a•W ,, r 4'C.xPI)STEEL OR ` '�AL G +A ¢I M. ®v _ 'R�.:.v�NN..'� 1 WOODD POSTs MAN.97 7 'SITE'R y�Ya✓ T (z.m)SPACING �� ELEVATION \ _ ANW ST ��•��. • PLACEMENT FOR BALED HAY g "PO.AY 3 `EIm FILTER DAMS % 'N.0WT • ,W. H iMilrik a (5 cm) CNN.rAWL N TRENCH tuuM M L' *MIA f{ �Lr/� METER FABRIC u11L.N u /L 3'(0.9m)MIN.WIDTHTX IF ,V (15 cm) y d ` 11/28/x3 ��````�YCC�. 1.-CLAN 7 NOTE:POULTRY NETTING 90 -SINCE NOT DE IL-_ BASS AND WELSH ENGINEERING F..R-'" OPlc,W�I N TX REGISTRATION NO.F-52.3054 S.AL MEDA STREET ALLOWED AS A ^.A,WW.Ax CORPUS CHRIST.TEXAS TNDA SECTION A-A RMATERIAL.MEAT PUBLIC IMPROVEMENTS TO SEDIMENT CONTROL FENCE MATERIAL. I Df.AT INN MAP KINGS LANDING UNIT 5 _.. CORPUS CHRISTI.,_NUECES CO..TX STORM WATER POLLUTION PREVENTION PLAN SHEET 3 OF 1 cm w nN.+A r.- mccr Y o 21 1 TRIAGLAR SLIPRASE INSTALLAT IWI GENERAL REQUIREMENTS CROSSWALK PAVEMENT MARKINGS_ STREET NAME BLADE SIGN 5 _ _� ](Name I Mullt` — Mewls, .M. - see NEAT I0; ........N. .. 119./..........01.1•01•••••r_11.111• N ri • — _.".-. -�r—r,.... PIM te r: ...oN...°,.x....w.. t •....�.: __-rrr� ..:S.N -C .-r,...� ...... p. !'!aU..'A" °" !v�_..�,,,,ra..,,o ,. . G d& • .....ten .fir-,..irr 10.sxvx-DUAL IS'tii1FT CONCRETE ANClgll - TON ASP�wT.o.n.A/5 Sear n, ..�"tQ0.3°11"1C-r+a60I24.$' O'TDE R rm . . ,"-� � SIGN MONTING DETAILS III H El�-,�� SIMLL ROADSIDE SINS ' e".^. _L_�_ �`...... �._ 'r 7iz' TRIANGULAR St IPBASE SYSTEM r. „.,, •$.•'o` 4�: ').C1°n'C4.a'."'"'^ •1.s ,• t t. a • rT .-....a,�... SEONSLIP-II-OB - ,....• - DONATE Re...n-TOLE•I, 1 Mr P.e P til RE41IIIEIENTS FOR RED BACKGROUND REQUIREMENTS FOR RNITE BACKGROUND I...i REGULATORY SIGNS REGULATORY SIGNS RIERM NOTES ,e,,,„ w nro.nSOS O o t.NO ,tfaNONo s:or'iaiNmov EWER.NO - N.�-..�: ..a.... . 1 .... .. ., S SHOW V _ _ DEAD © SPEED • - .7:4-4._,.. ..,""�`_ r.... , ..wwm •... — Il-,UL 1,,n,''' END END wr LIIMIT ' .�.."-..'T.. '"4. - 'n y .-r r �ND� WRONG �� - ... 9'03-STREET NAME SGN u� .. ENTER I WAY .r ....._.... �~ SOON• �.... Z',Zo." , ,.. li u NEW 9'D3 W/DEAD ENO OR NO OWLET•SIGNAGE SPECIFIC MN.s.Rr Tn.c torus ..._........ ,.....«...._... -.. F__ ... r...0 • I,J SONTIONNTS So S. II! u..•• , •.nr i. �� b. O�rW. -. ER.. 0° • REQUIREMENTS•FOR WARNING SIGNS REQUIREMENTS FOR SCHOOL SIGNS .w-„ •w - ' M . r .. -,.- • l ..-.\ -. r r (�••.-.I s?` • ♦> + SCHOOL .�..e.... r�Ir....ICATIes M.N.x. v m•M ...,..,.,•..... "'.� - '� r.r..• fLIMIT 2PLLD • y N !1 t* ....... * • -•Orr. .U..T..r[ 0LO cx.O.uTE riw.x + . • .,:w we ww sw .%" -.rr.rr.ur� TYPICAL[•.It[f ,,.NW dLVIM 710 u.'AC. A.i-.- -.� ., Arr••. uo,.a, "u'•" w•i."o.w".�. , TI- I -Rr '''. SIGN TO POLE INSTALLATION "'"'"""""°"O''•u 7or.r.nc,.c.:... w .e. w ate. •.«u.IUtUrI /5 c• ° a kik w• m ..r•.... .,. .r w•..L.x... L,oexo• sm. ....s x.•r x•5,.TN... Ns.. .�• n.... TYPICAL SION AN. .sion sum ......,a ALr ..L..w.. ...���. ...rv. .... •.`.tl +..*�NOtrrru REQUI REIENTS ty NECESSARY COY OF BM vmeDR° u Orr-.,. .011Q A\ - .x rt LE.LB.Dx a....."...".- C. T 'xo` '� ^•s"a"� TSREAI-13 v.c°.w0uw TYPICAL GROUND MOUNTED SIGN PLACEMENT i1°a Loax° uY'' IoN II -rat.:a..-1 .......F.� tl/z9/P1 BASS AND WELSH ENGINEERING Tx REGISTRATION -52,50511 S.ASSES STREET CORPUS CHRISTI,TEX.SNOT PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 5 CORPUS CHRISTI,NUECES CO.,TX TXUOT&CITY SIGN AND PAVEMENT MARKING REQUIREMENTS AND DETAILS • •SC. TANTL au xRMIe1_ NO2.., .<. .. Zama 1v11/.. .TIER, cri O 0"min to 5'-0•ma Estimated curb height.are shown elsewhere the pens. For structures with pedestrian roil, bioyole rail or ou-ba roller than 1'-a", refer to ECD standard. For e+ruoiuree with 76 bridge roil, refer to T6-CM standard. For etfuatur.s with traffic rat I, other than T6, refer to RAC standard. Length of Box m For vehicle safety, the following requirements Inset be t, FOr erructurea without bridge roll, curbe shall project 1'-0"(Q Bare B-Top 6 1'-D'Q no more-Han 3"above fins shed gratla. titruoturea with bridge roll, curbs shall be flush U 5 [U Bore X Bottom Slab with tinifihed grade. Bare C -Tap Slob Bare F2 Curb heights.null be roduoatl, If vary, to meet the above requirements. No changes ill be mode In quantities Perml saib le Bars 0-Bottom Slab and no odditionol compensation will be allowed for this Cans+J+ 11 (TYP) '2 7 work. I�II111111iilii111i ill il"......".iiiiliiI ®For curbs lean than 1'-0"high, flit bars K or reduce bar FY Ir _ �\1' ] --� --- f height ae orae.eary to°mitreln cover. For curbe lea.than ;a¢ f F - - r l RI sr.._.._-_,_. ---- 3"high, Dare K no/De amittetl. pCp ��// ` Ii 1111IIIIII11111111! 1111-1111111111111111 ED 1'-0"typical. 2'-0"when RAC standard la referred to �a` T _ 6 lilt elsewhere in the plate. 1 D E (Ty. C N jIIIIIIiIIIUIIUIII111I1 1I111i1111■■IIIiIIIII■I 2• 1! 11111111WI1111W 11111JuiUW1111. vi (Trpt — F2 1 1111■hIi■B�IBIIII RI■II1■■IIIII■N w Deformed welded wire reinforcement MBR)meeting the D 2 'iil�l�1�!II!II�1�nik 911111111111111111111' requirements Me AS TM AI064 y be used to realms (Typ) c Mional r Inforoemen+shown a+-the Caniractor'. E ......................... option. The area r recurred reinforcement may be ` Fe • I■II�11�11■I�I��I ���'��I •1 �� reduced by the ratio of 60 ksi /70 ksi. Spaoing of • ■1111■I!!I■1 III 1 I I���III wR ie limited to 4"Min ate la"Max. %ben wired, a,. fF2BG • �Wistllt rethe:uloa4 MWDR osiieb.rnea: to for g. !'lleliii�iii��eii!'llii'lleP 9!1!I!!illl I!U.l — bpoc tg ai between conventional ban sixes. ,Il F e semE -- Spacing with WWII. Reel a:meni of No. 6 Gr 60 at 6" ;lg. 0 .D Cons+Jt Bore F1-Top Slob Only—/ WWR rewired- (D.44 eq in/0.5') x (60 kei/70 ksi) b (Ty. -0.754 sa in/ft. If D30.6 're Is used to t the 0.754 eq in/i+ requirement in this exaiple, the required spacing i - 10.306 eq In/0.154 so In/ft)x 12 in/f+ -4.87" 1 TYPICAL SECTION PLAN OF REINF STEEL Max spacing.Required lap length for+he provided 030.6 wire is 2'-2" w(Lap rewired for uncoated No. 5 Dare, aa tk1 shown In Item 440). ESE T Situ GENERAL NOTES! 3x_• I'-o•Q Designed according to AASHTO LRFD Specifications. ~ • he Designed to the noximun fill height swn. o E a..OD Grade (nooedww d cy Slope) All einforcing steel shall be Grade 60. All concrete 6ho11 be Close"C"with these ~ ~ O Ski.of culverts wexceptions: th overlay,use Close I-to for courseosurface treatment,U ywith the+op slob cm the final riding surface. x i/ — ,T orClaes C"concrete Shell have a min..c press the N // Strengath of 3,600 psi. Class 5"concrete shall have 3'Chanter a minimum compressive strength of 4,000 pet. (See GENERAL The of permanent forme is not allowed. NOTESI The botrt. edge of the top slab shall be Chamfered J"of ins entrance. Re lnfafflrt4 Dora shall be adjusted to provide a minimum of I Construction"clear hover. SECTION TNRU CURB secnaxim jm of shown of tone flow line may option.be Oithi a , 09 ed bf tie Cmay be cutfo If this endl on a used, Bore b may be c off or raised, and rd 5 C MO 0 may be reversed. See gthenn SdetaD for skewed ands, angle sect torte and lengthening details. NL93 LOADING SHEET 1 OF 2 I-1BOX I B" 1 6" /+�u�.r.O0Ihmrr.M.m� i, 1---- .L� �b�I SING E CAST-IN-PLACERTS BARS C BARS D BARS K -.4 (Spa•I'-o•Ws/ (LMgth•4-1") SCG"8 811.61@1➢619elIDMGLiI� .aWe4 �� .n.1-6e'wr.we.w ®-- - lmea =she p ii LL ...i.e.. me — I ___.._._--- a.,AND WELSH ENGINEERING 1 x RE4Y51MTpN NO.F-e2.NM 5.AWIEOA STREET L" COMO CHOW.Th S That t PUBLIC IMPROVEMENTS TO �__ -;r, KING'S LANDING UNIT 5 CORPUS CHRISTI, NUECES CO..TX TXDOT SINGLE BOX CULVERTS CAST-IN PLACE at SCC-B,,SHEET 1 OF 2 _ 1/2S/23 wx ....,.F.. .]�L.m _ ., • .n wen a none ,,Z, ....Jl a_AL ®SECTION BILLS OF REINFORCING STEEL (For Box Length - 40 feet) QUANTITIES NIMBI= Per V Mars S ears C Bora D Bars E-M 102i F1 �, Bars F2-N4 gyre N Bars foot o1 Curb Tot01 :I Barrel se' mast 02 IB' Mox 4-•4 N BOrrel Cam Re ln/ Conn Cane Rein! 5 N T U No. -- g 34 . n c Length Wont No. S Length Weight •X• "Y. No. n g-g Lem', Au fi ght "Y" "V No.LengTn Nt No. a Length et Na.No.Length Wt Length No.: (CYI ILD) ICY/ ¢ ICY) (LW 8'-0' 4'-0" 7" 7" 13' 162 K 6" 8'-11" 2,170 194 *5 5" 8'-8" 1,754 4'-5" 4'-3" 194 .5 5" 6'-10' 1,383 4'-3"_2'-7" 56 4'-0" 150 1 7"39'-9"345 32 39'-9" 850 8'-II" 24 20 51 0.569 166.3 0.7 81 23.5 6,733 II'-1). 4'-0" 8" 7" 16' 194 K 5• 8'-11" 2,598 194 *5 5" 8'-9" 1,770 4'-6" 4'-3" 194 .5 5" 6'-11" 1,400 4'-3" 2'-B" 56 4'-0" 150 I0"39'-9"159 32 39'-9" 8SO a'-11" 24 20 57 0.626 173.2 0.7 el 25.7 7,008 8'-0' 4'-0" 9" 8" 20' 194 K 5" 9'-I" 2,647 194 .5 5" 8'-10" 1,787 4'-7" 4'-3" 194 .5 5" 7'-0" 1,418 4'-3" 2'-9" 56 4'-0" 150 II"39'-9" 159 32 39'-9" 85D 9'-I" 24 22 62 0.716 175.2 0.7 86 29.3 7,095 i 8'-0' 4'-0" 10• 8" 23' 194 *6 S• 9'- 1' 2,647 13B K 7" 8'-11" 1,848 4'-8" 4'- 3" 139 *6 7" 7'-6' 1,555 4'-3" 3'-3" 56 4'-0" ISO 18"39'-9" 159 32 39'-9" 650 9'- I" 24 22 62 0.774 180.2 0.7 86 31.7 7,295 a'-0' 4'-0. II" 9" 30' 162 .1 6" 9'-3' 3,063 194 1.5 5" 9'-0" 1,821 4'-9" 4'-3` 194 .5 5" 7'-2' 1,450 4'-3• 2'-I1" 56 4'-0' ISO IN"39'-9" 159 34 39'-9" 903 9'-3" 25 22 62 D.567 188.7 0.7 87 35.4 7,633 8'-0' S'-O" 7" 7" 13' 162 K B' 6'-11' 2,110 191 95 S' 9'-B" 1,956 5'-5" 4'-3` 194 115 5' fi'-10' 1,783 4'- ]" 2'- 7" 56 5'-0' III I 7"39'-9'J45 36 39'-9' D56 8'-11• 24 20 57 D.612 174.9 0.7 81 25.2 7,078 �' -�' e'-0' S'-0" 5' 7` 16' 194 K 5' e'-I1' 2,598 194 .5 S' 9'-0" 1,971 S'-8' 4'-3' 194 K 5' 8'-11" i,400 4'-3' 2'-e' S6 5'-0' IBl 18"79'-9" 159 38 39'-9' 956 8'-11• 24 20 51 0.669 lel.e 0.7 81 27.5 7,354 !'t{ 8'-0' 5'-0. 9` 13' 20' 194 K 5" 9'- 1" 2,647 194 .5 5• 9'-10" 1,990 S'- 7" 4'-3' 194 ITS 5. 7'-0" 1,416 4'-3' 2'-9' 56 5'-0" 187 8'39'-9" 159 36 39'-9" 956 9'- I. 24 22 62 0.765 183.9 0.7 86 31.3 7,441 1�C 13'-0' 5'-0' 10. 6" 23' 194 K S• 9'- 1' 2,641 194 .5 5' 9'-11" 2,007 5'-IV4'-3` 194 .5 5" 7'- I. 1,433 4'-3" 2'-10" 56 5'-0' 187 18"39'-9" 159 36 39'-9" 956 9'- I" 24 22 62 0.823 164.7 O.7 B6 33.6 7,475 9'-0' 5'-0'il` 9' 30' 194 67 5• 9'-3• 3.668 194 K 5. 10'-0' 2.023 5'-9• 4'-3' •194 .5 5' 7'-2" 1,450 4'-3`'2'-II' S6 5'-0' I87 le'38'-9' 1S9 78 39'-9'1.009 9'-3" 25 22 62 D.927 T12.4 O.T 81 JT.6 8,567! e'-a" 6'-0' 7" l' 30,7: 19• 66.7 5' 6'-11• 2.598 162 415 8' 10'-t' 1.602 6'-5' 4'-3' 162 95 8• 6'-10" 1,155 4'-3• 2'-7' 56 6'-0" 224 1 7.39'-9"345 40 39'-9' 1,062 9'-I I• 24 20 57 0.655 119.7 0.7 81 26.9 7,267 t2_8'-0' 8'-0" a' 1` 16' 194 K 5" 6'-11" 2,596 194 .5 5.10'-9' 2,175 6'-6• 4'-3" 194 .5 5" 6'-II. 1,400 4'-3' 2'-8' 56 6'-0" 224 18'39'-9" 159 40 39'-9' 1,062 e'-II' 24 20 57 0.712 190.5 0.7 III 29.2 7,699 2..L' 8'-0' 6'-0` 9' 8' 20' 194 .6 5" 9'- I" 2,647 194 .5 5' 1D'-10' 2,192 6'- 7• 4'-3' 194 .5 5" T'-0' 1,416 4'-3" 2'-9' 56 6'-0' 224 16'39'-9" 159 40 39'-9'1,062 9'- I" 24 22 62 0.el 192.5 0.7 86 33.3 7,796 l8'-0iB$ II'-0' 6'-0.10" 8' 23' 194 K 5• 9'- I' 2.647 194 .5 5. 10'-11. 2.209 6'-8' 4'-3' 194 a5 5` 7'- 1' 1,433 4'-3- 2'-10' 56 6'-0' 224 16.39'-9. 159 40 39'-9"1,062 9'- I' 24 22 62 0.872 193.4 0.1 86 35.6 7,820 0Y ' 6'-0" 11" 9" 30' 194 07 5" 9'-3" 3,668 194 .5 5" 11'-0• 2,226 6'-9" 4'-3" 194 PS 5" 7'-2" 1.450 4'- 3" 2'-11" 56 6'-0' 224 I6.39'-9. 159 42'39'-9"1,115 9'-3• 25 22 62 0.978 221.1 0.7 87 39.8 8.929 {`$ 8'-0' 7'-0' 7` 7' 13' 194 K S• 6'-11• 2,598 194 .5 S' 11'-9' 2,361 7'-5' 4'-3" 194 *5 5" B'-10" 1,383 4'- 3" 2' 7' 56 7'-0. 262 1 7"39'-9"345 40 39'-9.1,062 8'-1I` 24 20 57 0.699 200.3 0.7 al 26.7 8,092 5 6'-0' 1'-0` 8` 7` 16' 194 ea S• 6'-11" 2,599 194 85 5"11'-9" 2,378 7'-6" 4'-3" 194 .5 5" a'-11" 1,400'-4'- 3" 7'- 9' S6 7'-a" 262 111.39'-9. 159 40 39'-9'1,062 8'-11` 24 20 ST 0.755 196.5 0.7 al 30,9 7,940 2 i{ a'-0. 7'-0' 9' 8" 20' 194 K 5' I'- I" 2,647 194 95 S• 11'-10' 2,394 7'- 7` 4'-3` 194 45 5" 7'-0" 1,416 4 - 3' 2'-9' 56 7'-0" 262 16"39'-9' 159 40 39'-9' 1,061 9'- 1• 24 22 82 0.664 196.5 O.T 86 35.3 0,026 t B'-a" 7'-0' 10' e" 23' 162 .7 6' 9'-I" 3,008 194 *5 5. 11'-11" 2,411 7'-8• 4'-3" 194 .5 5' 7'-1" 1,433 4'- 3" 2'-1 a" 56 7'-0" 262 16"39'-9" 159 40 39'-9'1,062 9'- 1" 24 22 62 0.921 208.4 O.T B6 37.6 8,421 =56666k 13'-0. 7'-0`11` 9" 30' 194 .7 5' 9'-3' 3,696 194 .5 5" 12'-0' 2,428 7'-9" 4'-3' 194 115 5• 7'-2' 1,450 4'-3" 2'-11' 56 7'-0" 262 1B"39'-9" 159 42 39'-9'1,115 9'-3" 25 22 62 1.034 227.1 0.7 87 42.1 9,169 y y4; 8'-0" 8.-0" 7' 7" 13' 194 K 5" a'-I I" 2,595 194 .5 5" 12'-B. 2,563 B'-S" 4'-3" 194 .5 S. 6'-10" 1,353 4'- 3" 2'-7" 56 8'-0' 299 I 7"39•-9"345 44 39'-9" 1,158 8'-II" 24 20 57 0.742 206.9 0.7 81 30,4 8,437 BE C6 8'-0• 8'-0" B` 7" 16' 194 K 5"_6'-ti• 2,59B 194 95 5. 12'- 9" 2,580 8'-6" 4'-3" 194 .5 5"_6'-11" 1,400 4'-3• 2'-e" 56-8'-0' 199 10"39'-9. 159 44 39'-9. 1,168 8'-I I. 24 20 57 0.798 205.1 0.7 B1 32.6 8,285 BCv 6'-0• II-0. 9" 8" 20' 194 e6 5" 9'-1" 2,647 194 145 5" 12'-10" 2,597 6'-7• 4'-3" 194 .5 5" 7'-0" 1,418 4'-3" 2'-9" 56_8'-0' 299 18"39'-9" 159 44 39'-9" 1,166 9'- I" 24 22 62 0.914 207.2 0.T 86 37.3 8,372 11.1 8'-0' I'-0' 10' 5" 23' 162 .7 6' 9'- 1" 3,008 194 *5 5. 12'-lI" 2,614 8'-8" 4'-3' 194 *5 5" 7'- I" 1,433 4'-3" 2'-10' 56 8'-0" 299 IN'39'-9" 159 44 39'-9. 1.168 9'- I" 24 22 62 0.971 217.0 0.7 86 39.5 5,767 0.-, 6'-0' II'.0.11• 9" 30' 194 et 5" 9'-3" 3,668 194 e5 5' 13'-0• 2,630 8'-9" 4'-3' 194 K 5' 7'-2" 1,450 4'- 3" 2'-II" 56 8'-0._299 II'39'-9. 159 46 39'-9"1,221 9'-3• 25 22 62 1.090 235.7 0.7 07 44.3 9,514 gl 322 (1)For each box size, minim.f 1 I I helm anon ehal I be :�1 used for all culrerte.1th lea.than 2'-0'of CI II. 32c- Deformed welded AVTM A106 emy Dot 15,111 replan the 5 }}'l r conventional re inforcNent shown att tthhetCont actor's H9 option. TM or.of repo l red r.intorcement.x7y De reduced by the ratio of 60 ks1 /70 WI. Spacing of NPR Is limited to 4•Min and 10"Max. When required, provide lop splices in the MIR of the sore length requwirelsi2.t Detween�conventlanai ivalent Dar t�tsIzes.ldad up for Ex01p1e Canversiar: Rep100e.'ent of No. 6 Gr 60 at 6' Spoolnc with M. 9NR r qu;red• (0.44 sq IN D.5') x (60 lasI/70 kai) - D.754 sq In/ft. If 030.6.ire I.used to meet the 0.754 09 in/ft requirement In this exorp1e, the requIred spacing • (0.306 sq In/0.754 sq in/ft) x 12 In/ft•4.87" Max spacing. RequIreel IOp length for the provided 030.6 wire Is 2'-2" (Lap required for lsgo0ted No. 5 oars, as shown In Item 4401. HL93 LOADING SHEET 1 OF 22�.. O.6N82ater1a.N�Nl. iBNNBaI/ SINGLE BOX CULVERTS CAST-IN-PLACE 0' TO 30' FILL SCC-8 eemeep70e COMeT 1104i, wror o .rem .r _ _9 =-- wa AND WELSH ENGINEERING TX ROa51MioN N0.I-52.3054 3 41444004 RROCT CORPUS CHM,.TEXAS 78404 •' PUBLIC IMPROVEMENTS TO KINGS LANDING UNIT 5 CORPUS CHRISTI,NUECES CO.,TX - ,,A.., �.' Q' TXDOT SINGLE BOX CULVERTS CAST-IN PLACE Will SCC-B,SHEET 2 OF 2 I/2s/23 4s ,_•.�q_ I.v on No >....cm palm Seca a>i arr r -".- I �` PamPr ._ �@:ice we '. � I. e r. �-— iit4 I ........, ii! L \r"" . .—i /'I i C- SA :t ` , .111 1_,,——, - — ,:....z.......--z-z-..---- -- IlMii \ \ I PAra- -- a:.« ar�r� y Jrtea: ,...... _ 1 .l I j, • nig _ 5 0 I, RAN RAN RAM w C\ w \ . I, E (y( ,v...rrrwN rrnr w-.uwara� r.A.rwnAwar� r,,.r.NYWN, ,...ra.wi ,s 1 *iMR \wr',.. /'_ 7:4 \�' 1��\:...,.. ..."®`�..._.v._.._._ !(y,Yil wb .�. n-� ___, ++.. - CaCt3� `- •���iWE = RAN NFIK GNAW gCCR ... .� 1 y'-a .T -• ;gym.,. V•� ,. .,,- 6,C:v /-4 f-/�•— ` TI r 0 a,, r�ro, �® ,�� ,,v:s�K � 1fmil y..� !1 I w�"DICKSLOT DUNL L a �i PLAN VIES, Rc aLo*DETAIL Ib�. �I � .s I '�4 � '� f �rE11 1 --�— Garr SEC➢CN larw SECTION wurr---- ar p w, ..+. •-_ _ ' '' :56'� ` . -'-"" T.GI _ . •• ` _•., r^ co.LR sa,ncs RAPE SED ON f \ Vrtn \\ II ar 49:.Y-' ata .py'C arrrANtre drrA.ww VONdr ....- ---�^7:Y�,�-• F. ODA:. a �. 'a.II�r �Mp[ldYrcaKlcu/nwvaCTweu = �< iYlfllMOiilWpMrfYIOV ��.. m_. = SECTION 1 ...� �= '_ �/ �!!� ' swr®Lma.L:.n...Lowul _ -r - - rnEr s�uwray.....� _......,_. .,.-..... _e _ 7_ _ 7C ._ ---..,. .'N-.,5-" ��.. ..,WS:V'—iS�if1C:7'R ."�" _ P� v.. 11 _ - .-e d1 :_••mow a, - .. ..... `:3.1--.7-471-Y:3s;— .__+. JI7TYNlwroialy WwGM 5 I`:-—--r ,' .1 "7 li-•,P ' - 1-111-1 ti =-.2 nirlIc:1'1:: ''7"''-'A-- mr---- , ..'56-E•i ?wN.ION ri j',,.,•'.. .�.. fps 7N/~ 1_.• e S nrirnowissori ,. •♦ 1e.". _. i t/ , rLLVAY,ra R LnvarA< t r ill __ .... xrp V- 13�Y� m JJ��o x7 MOM,FOR ca :iirrwc� �' SECTION - - ,.,',I., �,,,4- ® ,DIANINDILC WIP,ADW CONasn.LY.ELARLVrAL u 1 ...+........... '.. '. ,I ...l mom, , , t_ ,.t. ;. T. s. fO 5 . r-..----11e I( l r=. ar. •• . �.....--,..ioa• N II/25/23 ®+ '-'••• •-�. g • RE BASS AND WELSH ENGINEERING V. TN STREET ..., 6ConWs aRsrl.tEus 715,04 �,",� 7 Z„ ! .— PUBLIC IMPROVEMENTS TO KINGS LANDING UNIT S na.araaoa[ ®" CORPUS CHRISTI, NUECES CO.,TX MOM.INIC ZL POIIVIlVIIIMM/B M Olrildlfl nM RC IVINVILNRo r 7=T,i.w .... -<-+ 1 ate, CITY STORM WATER STANDARD DETAILS °"1° w.it PO so wrt l,en.. ..../t3 sr.,3l w J_on °� .,._..'. !I1 -r..- • I _2_ gym:_ ,a M r w '''"ram}. •, zm.aamaws i 13 ',sawr �7. EE , - s e ,.a. F r.. �q I m o RIEMAN NAI�1ELE .nr CONfR1ETEMAWIOIE .nw. ,"�r III W., —.._ ] •,. �.. `:.,._. - ' S 1 -OW,�� . `."` "'.co` �E FRP INSERT REHABILITATION OF METING MANHOLE FRP INSERT PIPE SEAL DETAIL 1 h - r. II nt .��Wa...az''' as`+ i \ ,_...,, e ".»,./G O�.,",,`r � PIPE SEAL DETAIL N _-}n-- MANHOLE(BOTTOM GENERAL WASTEWATER"cON-S CONSTRUCTION NOTES: IAANHOOLE PROTECTION IN UNPAVED AREAS I Ab! COVER PLAY , ,\\I 1 F .. _ NI a "1 i w _x .r.=>n 1111 :i .n'3,.v�.-....,,,==4 N M r:..r.... ...,.1p'W" ...A......-..---- MANHOLE PROTECTION MN UNPAVED AREAS r e. •.�••�•• FORM MAIN OBCYIVfGE MANHOLE DFDLL "= '.`-. (RESIDENTIAL/ � SECTION OF RING COVER RING 6COVER APPROVED LIST F``'g e .M1021 .—. p�� —w4 warm "::":r �.� .r- .. _� "On'•.m.:: ..._. I.TO CASINGOErML 11 ` .. .,.. ' -s�^w.. 7. MI ,,lig) 111•`• - k:; I = -- ' —..'. gyp' ' ' .. R,s .LW,.Y.r_.r.. FROM NEW•wm.810E NEW • w®.:.... _ . ...... DETAIL DEEP CUTSERVICE CONNECTON i �,,.�,",a„"^�•: f u 7' MR RELEASE VALVE AND MANHOLE 'r""'."'r" ®4sya { .R. ...........TRENCH BACNF1LLFOfl WASTEWATER LINES r,—ir._ �S i 1g"1 _...v r.a CASING DETAIL AND PAVEMENT REPAIR FOR STO ES i®Eka Ys( GENERAL NOTES FOR BACI6I I Ys I V .Rr" SERVICE CONNECTION NOTES: . dI Y UNPAVEDO-a�rn.ro,s..wr not .w.i ; -Pwrr I CASING NOTES • r 'm. ` D �.� "-.-SR""•.wer.i �... _'9s --.mma,. CO .m .�.-. %A.' . PLAN CUENI JTSOOT :01 IP ~s ue �� •r — M of ..-e.v"""... '".Turs.Si•m"•" 61, �, pl � Lam- '!' _'. ' ........m._.... "".. .�.._,— 1. ..,."o_ . — '. �'�__ 4 „ L,s-1 ;n ;.- IIA .a...-,-_,_...,....... _ y: •"i" sEcnoNA.i sECTaNsO _— — _ — 14Z SERVICE CONNECTION DETAILS STANDARD SERVICE IMMERrw mv..wm TYPICAL CAST IRON CLEAN-OUT BOOT r" '�••-a...... Srr� 11/28/23 BASS AND WELSH ENGINEERING TX REGSTMTION NO.E-SG,MR S.NAME,STREET CORPUS CHRISTI,TENS 18.04 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 5 CORPUS CHRISTI, NUECES CO.,TX CITY WASTE WATER STANDARD DETAILS ... M .P.ID SR EE E* m . _.. ...,,...,.. ...X..,t _.- �_.., c_, .UT 1-t.:E d o 4 . a... _-..-- .._,.,.r._ __ .....,.m _ • ..... e .., — - t 'remL?iW=ems_ - et I, i - .— .1 (F C.C. r 8 - u 4. - _1 Lm..r�...rcv.�.w...srs Ss. —1. _ S=-ba li pi -...— s itIwom .... 'RR EE t .ram = a....1 01...... ........ :_.a:...=. i { ._.. ia� Y ew.01.1..a.0.10- y' $ E # "T. s f _�E —mo."o ... , W .— r ' ... ` s%y- 4 � re rv.• ca=S6i y" .......=eE 1� - — .- =La.— Rd 3 __ ";Et 'Er. Fall VW :Wit„ asnr FF 1 i =:sue,,:-- -- —vim- --— — 5.-7=.-",..1011110';'---'‘''I 171,14 r 7==" :1."..Fir:a r F.7.4"Z.i.r.:L,,F r.....-4- q- • PST:" -- .....,_ ...____,,.........r-'"--.. , . — .—. . ,. -—. ,-----momma. l'''"'f.' 11&...... _._. 1� Eye rg r„_...._ r... f ~'_..— �3 :.. .rw rw... sR.rI Yi .. ��� �..orsoa.2.l. { ss!-4 I 1� aie^=== /� ...u.r�.nr.....r ....4( '- .,...., nsar r.,.. """ RR, OTT O =-r.`,—cam_ ,; 1 _. _. '� i�ll�/ °k) 7171 e w n........Csawnr m_ _.C,r., __-_J. 6es,- ....:.°r W' _, _,.......__ 6 sanwatrammrsiarmardr I_.. _ - °-- _ _—.ri. - I (g5 YI J 5"_,° • Eon ���— ... CCCI : -.-� ire...:.° 3 __� 41-1':" _ 2f'C��S�'CS G/{_ ....•Emg.... .mg,Trestraghs. ,...„--,1 : .!if ______,, .7,:z...7_:.1174.-4:1 n a �.v��awss msX�- :a���e p/ _.__...._.._._ Ld r- _ �e eirin=.avvi.,;r...s- mr._ E�TRO^= � .. .� .. ..,, ®.....— i ...°e. a Mir i.. BASS AND WELSH ENGINEERING TX REOG -52,SOS.S.µAK.STREET CORPUS C.ST.TeX.NIXON PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 5 CORPUS CHRISTI, NUECES CO.,TY CITY WATER STANDARD DETAILS .A„ H..wc _ N.m so Rfl °` `-" a°rwm° oaf., ...s_. -x4,:r....t-tr.-..1:%.- ti...-„7-7,•,=7."--.,-...A Ir..... ';7"w",...,7,...1%.111,.1.,L.'`I' 4 ".. .* J.. '......'"11`.........4.m.., ^ .''''..'...•" ' /`''T I ),.).• )i).- - - .....Ton. ---,.• ...—....,........—.....4, — ,T-T.37,:-.'41if")». — _ {{1P1 ...„„ A' or.Z. n - al ..;,3.., \ -, * ...,- .... .............. , , .,,„----------- --- t -...................... . -. ' 4 ^ '''''' • .... 5)- - F 511' -----* ,4 ' I .-. 1 . - -_. - MI 5 .- .. .,, nale,SED MR Conolltuctol .....n.......... ........7:-....,==."...... ir * v._ . — ,— ,--- ,--,. • — — 11/18/23 -,_ BASS AND WELSH ENGINEERING Tx PEopSTRATION NO F-52 3054 S AIMED&OPEL, CORPUS CIA.7EXAS 76404 PUBLIC IMPROVEMENTS TO K ASS LANDING UNIT 5 CORPUS CHRISTI,NUECES CO..TX CITY CURB RAMP STANDARDS Aor=AL ) ——— POSTING RT D •0 eT.t«d.,e.n n e. �6 �,�' i ;tr..' B g,� ��s PL. R,IN YF O S V S PIPE.GROUT J�a° .'I G .' ,,., �o ... 4 j. a \ .�JQ' > 4.., DETAIL - RFBAR INSTALLATION AT tREES� 'r 40P�° -- DRAINAGE ENTRY INTO EXISTING e7'HDPP THIS SHEET S F11 ' r £4S IB AMAt A(M AAGI CL PREPOSEO TEMPORARY 71t • WFSITE DITCH R D 1X /� PROP.n P [•v IX Iv ji¢nv[Kxr[w ,owa N 1 �•Rivuxs ••� . E]'HOPP Y EF oaf.(i•r�i e[nxl 1? x giro rt n.uul*A PI Iv[rw.t fired ^ icPc sn fie.�.u Pe., a vnA,L,xis D.:[T pH -- • • --- - -�.�-GREY F-{IT._11y I„mg__ _LARS,'NORM DR arcm aoRx,s. Cl PROPOSED TEMPORARY / ' LIt 5.S 1 eEnzY n., ouel�l`F- —— [emrs n 4Tmi veevl SARF"-' I , I 4, it . • • F JSURE '1 1 I ' i THIS DETAIL IS AN EYCERPT TAKEN ; FROM C YESTLNDARS. DE STORM WATER I ' f e ?' TRASVCNOACKFILL Aar d7ni►M/YATP/rPh S L ° K S yy .(_l��t S' . I " EXHIBIT FOR USE SF HDPP(HIGH DENSITY fJS�'9 — , I £ POLYFTHELFNE PIPE) FORmSTORM WATER I . I— s" HOPP l ' x°,„°,x•ocy.e..d de HEN x.a woo,a°emre,r H g :In.17:110'401074M1(0001.1ENTS or nsio — J REE un rg,°. 1D' rs,„»MS ° e,,°dPr[.1n.�w t FEI�JR.- FEZ S e , --) ; IH EL PROPOSED TEMPORARY OFFSITE DITCH I 0.I% 1 Sg. rpeaR colMuuDBpE �`04 1I s of ®i-.� _-_ ,L�, RCS SDP �`?6 'i= I 'E\O' BASS&WELSH ENGINEERING 4 yp?° L—J�Q°, '—— u TX SURVEY F20.NO 100021-OD.T%ENGINEERMO RED.NO. F-52.3054 S.ALAMEDA STREET,CORPUS CNRSTI,1E.%5X0e 4`,' �"10 - PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 5 I i- CORPUS CHRIST I, NUECES CO., TX }e_ I et 1 j OFFSITE DRAINAGE PLAN AND PROFILE EXHIBIT FOR USE OF HDPP MATCH L:NE STA BARS D 25' 50' ILO' CONTINUED FROM SHEET 3 SCALE 1'H 50 x eu.(As e m • w,[ .1/aAv ax¢,i EXHIBIT 4 NIXON M.WELSH,P.E.,R.P.L.S. BASS WELSH ENGINEERING 3054 S.Alameda St. Email:NixMW@aol.com TX Registration No.F-52 Survey Registration No.100027-00 P.O.Box 6397 Corpus Christi,TX 78466-6397 23007-PCE-12" 11/14/2023 KING'S LANDING UNIT 5 REIMBURSEMENT COST ESTIMATE 12"GRID MAIN WATER IMPROVEMENTS REIMBURSABLE BY CITY WATER ITEMS QUANTITY UNIT UNIT PRICE AMOUNT 1 12"PVC PIPE 718 LF 112.00 80,416.00 2 12"CAP TAPPED FOR 2" 1 EA 1,000.00 1,000.00 3 12"TEE 4 EA 1,800.00 7,200.00 4 12"GATE VALVE W/BOX 2 EA 5,300.00 10,600.00 5 12"CROSS 2 EA 2,500.00 5,000.00 6 FIRE HYDRANT ASSEMBLY 2 EA 8,800.00 17,600.00 7 6"90'EL 2 EA 800.00 1,600.00 8 6"DIA X 30"PVC PIPE NIPPLE 6 EA 775.00 4,650.00 9 6"GATE VALVE W/BOX 2 EA 2,000.00 4,000.00 SUBTOTAL 132,066.00 7%CONTINGENCIES 9244.62 11%ENGINEERING,SURVEYING&TESTING 14,527.26 t% E 9F'Tf'� S •' ''':44, SUBTOTAL 155,837.88 NIXON M.WELSN LESS WATER LOT FEE 24.003.98 ••l: 'W' TOTAL AMMOUNT REIMBURSABLE $131,833.90 a *ak jo.ye. Page 1 of 1 EXHIBIT 5 City of Corpus Christi,Texas Department of Development Services City o f P.O.Box 9277 Corpus Christi,Texas 78469-9277 nCorpus (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 El Partnership ❑ Sole Owner ❑Association ❑■ Other DISCLOSURE QUESTIONS If additional space is necessary, please use the reverse side of this page or attach separate sheet. 1. State the names of each "employee" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Job Title and City Department(if known) N/A N/A 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3a/0 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) 11-14-23 Signature of Certifying Person: Date: K:.DEVELOPMENTSVCS\SHARED'IAND DEVELOPMENT DINANCE ADM1NISTR.ATIOMAPPLICATIO's FORv1S\FORMS AS PER LEGAL\2012,DISC[.OSURE OF INTERESTS STATEMENTI 27 12.DOC DEFINITIONS a. "Board Member". A member of any board, commission or committee appointed by the City Council of the City of Corpus Christi, Texas. b. "Employee". Any person employed by the City of Corpus Christi, Texas, either on a full or part time basis, but not as an independent contractor. c. "Firm". Any entity operated for economic gain, whether professional, industrial or commercial and whether established to produce or deal with a product or service, including but not limited to, entities operated in the form of sole proprietorship, as self-employed person, partnership, corporation, joint stock company, joint venture, receivership or trust and entities which, for purposes of taxation, are treated as non-profit organizations. d. "Official". The Mayor, members of the City Council, City Manager, Deputy City Manager, Assistant City Managers, Department and Division Heads and Municipal Court Judges of the City of Corpus Christi, Texas. e. "Ownership Interest". Legal or equitable interest, whether actually or constructively held, in a firm, including when such interest is held through an agent, trust, estate or holding entity. "Constructively held" refers to holding or control established through voting trusts, proxies or special terms of venture or partnership agreements. f. "Consultant". Any person or firm, such as engineers and architects, hired by the City of Corpus Christi for the purpose of professional consultation and recommendation. K:SDEVELOPMENTSVCSSHARED'•LAND DEVELOPMENT,ORDINANCE ADM[NISTRATION APPLICATION FORMSFORMS AS PER LEGAL12012'DiSCLOSURE OF INTERESTS STATEMENT 1.27.12.DOC