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HomeMy WebLinkAboutC2024-186 - 8/20/2024 - Approved WATER ARTERIAL TRANSMISSION AND GRID MAIN CONSTRUCTION AND REIMBURSEMENT AGREEMENT STATE OF TEXAS § COUNTY OF NUECES § This Water Arterial Transmission and Grid Main Construction and Reimbursement Agreement ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipality, and MPM Development, LP, ("Developer/Owner"), a Texas Limited Partnership. WHEREAS, the Developer/Owner, in compliance with the City's Unified Development Code ("UDC"), has a plat, approved by the Planning Commission on November 1, 2023 to develop a tract of land, to wit: approximately 20.26 acres known as Royal Oak South Subdivision located south of the Chisolm Trail and Rand Morgan Rd 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 water and sewer service. Texas Constitution Article 11, Section 3 prohibits the City from Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 1 of 1ED 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 REIMBURSABLE BY CITY ITEM DESCRIPTION QUANTITY UNIT COST TOTAL 1 16" PVC PIPE 365 LF $220.00 $80,300.00 2 16" CAPPED TEE FOR 2" 1 EA $500.00 $500.00 3 16" EL,ANY ANGLE 4 EA $3,500.00 $14,000.00 4 16" x 8"TEE 1 EA $3,500.00 $3,500.00 $98,300.00 11% ENGINEERING, SURVEYING, &TESTING $23,128.60 7% CONTINGENCY $14,718.20 SUB-TOTAL $136,146.80 2% BOND $4,962.14 TOTAL REIMBURSEMENT $141,108.94 b. The plan must be in compliance with the City's master plans. c. The plans and specifications must comply with City Water Distribution Standards and Standard Specifications. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 2 of 12 d. Before the Developer/Owner starts construction the plans and specifications must be approved by the City's Development Services Engineer. 3. REIMBURSEMENT a. The cost for the Water Improvements is $141,108.94. 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 $141,108.94 as shown in the attached Exhibit 4, the contents of such exhibit being incorporated by reference into this Agreement. b. Subject to the conditions for reimbursement from the Water Arterial Transmission and Grid Main Trust Fund per the UDC, this agreement, and the appropriation of funds, the City agrees to reimburse the Developer/Owner on a monthly basis upon invoicing for work performed. The submitted invoice shall be deemed administratively complete by the City prior to payment. The reimbursement will be made no later than 30-days from the date of the City's administrative approval of the invoice. Developer/Owner shall submit all required performance bonds and proof of required insurance under the provisions of this Agreement. c. Cost-supporting documentation to be submitted shall include: 1. Summary of Costs and Work Performed on form provided by the Development Services Department, 2. Contractor and professional services invoices detailing work performed, 3. The first reimbursement request requires submittal of invoices for work performed. Future disbursements shall provide evidence of payment by the developer/owner through a cancelled check or bank ACH for the previous submittal. The final reimbursement request shall require evidence that all invoices to date have been paid. d. To be eligible for reimbursement, the work must be constructed in a good and workmanlike manner and must have been inspected and accepted by the City. The City agrees to conduct periodic inspections and approve the progress of the work at key points during construction. e. The final 5% of the total contract reimbursement amount will be held as retainage until such time the City issues acceptance of public infrastructure in accordance with Unified Development Code. f. In the event that this Agreement is terminated by the City at a time when there has been a partial completion and partial payment for the improvements, then the City shall only reimburse Developer/Owner for its costs that were legitimately incurred towards the completion of the improvements that have been inspected and accepted by the City up to the time that there is an uncured default by the Developer/Owner. 4. PAYMENTS, CREDITS AND DEFERRED REIMBURSEMENT. a. All payments, credits, priority of reimbursement, and deferred reimbursement shall be made in accordance with UDC §8.5. Developer/Owner understands and agrees Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 3 of 12 that if funds are not available in the Water Arterial Transmission and Grid Main Trust Fund, that reimbursement will not be made until such funds are available, appropriated, and Developer/Owner has priority per UDC §8.5.1. Pursuant UDC §8.5.1. C., priority is determined according to the date the reimbursement agreement is approved by the City Council. b. Payments will not be paid when funds are not available in the Water Arterial Transmission and Grid Main Trust Fund. Payments may be made when monies are available in and appropriated from the Water Arterial Transmission and Grid Main Trust Fund and the Developer/Owner has priority in accordance with UDC §8.5.1. C. 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, Texas 78401 2. If to the City: City of Corpus Christi Attn: Director, Development Services Department 2406 Leopard Street 78401 P. O. Box 9277 Corpus Christi, Texas 78469-9277 with a copy to: City of Corpus Christi Attn: Assistant City Manager, Business Support Services Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 4 of 12 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 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. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 5 of 12 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 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 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 6 of 12 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: (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 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 7 of 12 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 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 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 8 of 12 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 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. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 9 of 12 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/Qovernment/city- secretarv/conflict-disclosure/index 24. AUTHORITY. All signatories signing this Agreement warrant and guarantee that they have the authority to act on behalf of the entity represented and make this Agreement binding and enforceable by their signature. 25. EFFECTIVE DATE This Agreement shall be executed in one original, which shall be considered one instrument. *This Agreement becomes effective and is binding upon, and inures to the benefit of the City and Developer/Owner from and after the date that all original copies have been executed by all signatories. Remainder of page intentionally left blank; signature page to follow. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 10 of 12 EXECUTED IN ONE ORIGINAL this U day of OCT6 , 20 ATTEST: CIT i 'CORPUS CHRISTI if it Rebe ca uerta b=rt J. 'aymond III, AIA, CBO City Secre ry Dir;ctor • Development Services -33 AUTHORIZED BY COUNCIL O- 4 4AvI APPROVED AS TO LEGAL FORM: fl'frrA (0- 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 11 of 12 DEVELOPER/OWNER: MPM Development, LP P.O. Box 331308 Corpus Christi, Texas 78401 By: Moses Mostaghasi General Partner STATE OF TEXAS § COUNTY OF 1.\ § This instrument was acknowledged before me on / )7, 202 by Moses Mostaghasi, General Partner of MPM Development,'LP, a General Partner, on behalf of said corporation. •. SPRY P..''• 2 Notary Public's Signature p ��'• to Ni I\ •'•!OAF o f 90 �3464.. �117 I 11101120\\\\\\\\ Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 12 of 12 EXHIBIT 1 PLATOF GOODNIGHT-LOVING J SPATE OF TEXAS e ROYAL OAK SOUTH TRAIL I`I COUNTY OF NUECES e A 20.261 ACRE TRACT OF LAND, MORE OR LESS,A PORTION OF LOTS B L 9, n ARTEMIS ROBERTS SUBDIVISION, A MAP OF WHICH IS RECORDED IN VOLUME MIBOOCK DR WE,MMCI PROPERTIES.LLC,HEREBY CERTIFY TWIT WE ARE THE OWNERS OF THE LAND 3, PAGE 41, MAP RECORDS, NUECES COUNTY, TX AND PORTION BS L F EMBRACED WITHIN THE BOUNDARIES OF THE FOREGOING PLAT.SUBJECT TO A UEN IN FAVOR SURVEY 403, ABS. 367, NUECES COUNTY, TX OF THAT WE HAVE HAD SAID LAND SURVEYED AND SD ATED CORPUS CHRISTI, NUECES COUNTY, TEXAS N 0 DE AS SHOWN,THAT STREETS AND EASEMENTS AS SHOWN HAVE BEEN HERETOFORE DEDICATED, OR IF NOT PREVIOUSLY DEDICATED,ARE HEREBY DEDICATED TO THE PUBUC USE FOREVER AND THAT THIS PLAT WAS MADE FOR THE PURPOSES OF DESCRIPTION AND DEDICATION. V FNISOLM TRAIL III THIS THE_DAY OF 20_ I 1 SEDALIA TRAIL AS MOSSA AOSTAGHI,PRESIDENT 7 / TON STATE OF TEXAS a ////! / ROAD COUNTY OF NUECES e THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MOSSA MOSTAGHASI,PRESIDENT OF 'SITE' AMICI PROPERTIES,LLC. 0 250' 500' 1000' THIS THE_DAY OF 20 SCALD 1'= 500' LOCATION MAP NOTARY PUBLIC, IN AND FOR THE I'=500' STATE OF TEXAS STATE OF TEXAS e COUNTY OF NUECES e I,NIXON M.WELSH,REGISTERED PROFESSIONAL LAND SURVEYOR OF BASS h WELSH ENGINEERING,HEREBY CERTIFY THAT THE FOREGOING PLAT WAS PREPARED FROM A SURVEY MADE ON THE GROUND UNDER MY DIRECTION. THIS THE_DAY OF 20_ STATE OF TEXAS e NIXON M. WELSH, R.P.L.S. COUNTY OF NUECES e BASS & WELSH ENGINEERING .PLOTTED 10/24/23 THEEA FINAL PLAT NTMEM OF OFDE THE EPHERONT SERVICES OF PROPERTYPRO oWA CORPUS APPROVED Y THE TX SURVEY REG. NO 100027-00, TX ENGINEERING JOB L,21038 REG. NO. F-52, 3054 S. AL4MEDA STREET, PLOT SCALE.SANE CORPUS CHRISTI, TEXAS 78404 SHEET I OF 3 BRA A.WHRMIRE,P.E.CENT,CPR DEVELOPMENT SERVICES ENGINEER STATE OF TEXAS e DATELEGEND: COUNTY OF NUECES 0 DE DRAINAGE EASEMENT 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 e WE APPROVE THE SUBDMSION AND DEDICATION FOR THE PURPOSES AND CONSIDERATIONS D.R. DEED RECORDS, NUECES CO., TX THEREIN EXPRESSED. COUNTY OF NUECES e M.R. MAP RECORDS, NUECES CO., TX FIR THE FINAL PLAT OF THE HERON DESCRIBED PROPERTY WAS APPROVED ON BEHALF OF THE CITY OF CORPUS CHRISTI,TEXAS BY THE PLANNING COMMISSION. O.R. OFFICIAL RECORDS, NUECES CO.,TX TITLE THIS THE_DAY OF 20_, UE UTRITY EASEMENT STATE OF TEXAS e MICHAEL MILLER AL RAYMOND,III,AM COUNTY OF NUECES a CHAIRMAN SECRETARY NDIES THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY (NAME), 1. SET 5/8'IRON RODS WHERE POSSIBLE AT ALL LOT CORNERS WHERE NOT POSSIBLE TO SET 5/8'IRON RODS.SET NALS OR CHISEL MARKS AT LOT (TIRE),OF CORNERS IF POSSIBLE ALL IRON RODS SET CONTAIN PLASTIC CAPS LABELED BASS AND WELSH ENGINEERING. THIS THE_DAY OF 20— 2. THE RECEMNG WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE OSO CREEK. THE TEES HAS NOT CLASSIFIED THE AQUATIC UFE USE FOR THE OSO CREEK,BUT R IS RECOGNIZED AS AN ENVIRONMENTALLY SENSRNE AREA THE 050 CREEK FLOWS DIRECTLY INTO THE OSO BAY. NOTARY PUBLIC, IN AND FOR THE TCEQ HAS CLASSIFIED THE AQUATIC UFE USE FOR THE DSO BAY AS THE STATE OF TEXAS STATE OF TEXAS a 'DICEPTTONAL'AND'OYSTER WATERS'AND CATEGORIZED THE RECEMNG WATER AS'CONTACT RECREATON'USE. COUNTY OF NUECES e 1,KARA SANDS,CLERK OF THE COUNTY COURT IN AND FOR SAD COUNTY, 3. THE BASS OF BEARINGS IS THE STATE OF TEXAS LAMBERT GRID,SOUTH ZONE,NAD 1983. DO HEREBY CERTIFY THAT THE FOREGOING INSTRUMENT DATED THE 4. THE ENTIRE SUBJECT SITE IS IN FEMA ZONE X,OTHER AREAS,MAP NO. 48355CO285G(10/13/2022). DAY OF 20_WITH RS CERTIFICATE OF 5. LEGAL DESCRIPTION:A 20.261 ACRE TRACT OF LAND, MORE OR LESS,A AUTHENTICATION,WAS FILED FOR RECORD IN MY OFFICE NE OAY PORTION OF LOTS 8 L 9, ARTEMUS ROBERTS SUBDIVISION, A MAP OF WHICH IS RECORDED IN VOLUME 3, PAGE 41, MAP RECORDS, NUECES OF 20_AT O'CLOCK M., COUNTY, TX AND PORTION BS L F SURVEY 405, ABS 367, NUECES COUNTY, TO. AND DULY RECORDED THE DAY OF 20_AT _O'CLOCK M.IN THE MAP RECORDS OF SAID COUNTY IN Approved by the Planning 5 511CLI DEDICATIONS.THE TOTAL PLATTED AREA CONTAINS 20.281 ACRES OF LAND INCLUDING Commission On November 1, R. THE YARD REQUIREMENT,AS DEPICTED,IS A REOUHEMENT OF THE UNIFIED VOLUME P _AGE INSTRUMENT NUMBER WITNESS 2023 DEVELOPMENT CODE AND IS SUBJECT TO CHANGE AS THE ZONING MAY MY HAND AND SEAL OF THE COUNTY COURT IN MID FOR SAID COUNTY AT CHANGE. OFFICE IN CORPUS CHRISM.NUECES COUNTY.TEXAS,THE DAY AND YEAR LAST WRITTEN. 5. ALL DRNEN'AYS TO RIMIDENTIM.T AND COLLECTOR PUBLIC SMARTS WITHIN THE BY: IN ARTICLE SUBDMSION SHALL CONFORM TO ACCESS MANAGEMENT STANDARDS OUTLINED DEPUTY KARA SANDS,CLERK IN ARTICLE 7 OF THE UDC. COUNTY COURT NUECES COUNTY.TEXAS 25' DELHI PIPELINE EASEMENT, V. 1965, P. 307, D.R., ACCORDING TO MAP, V. 68, P. FD S/8'I.R PITH 832 a 853, N.R.THIS EASEMENT RELEASED NORTHWEST CROSSING UNIT 8, CAP LABELEDACCORDING TO DOCUMENT NO 2017008643, NORTHWEST CROSSING LMIT 8, O.R. AND DOES NOT SHIN TO CONTAIN A V. fi8. P. 852 6 853,M.R. URBAN ENGINEERING V. 68, P. 852�853,M.R. 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CITY IF O" m Z 19 m A' yf + o� o� ?v �.+� CORPUS CIRiST1 O IV I' O m o„ o\+, O`+, A 8 v O 90 • p • oo O • p Z p O O 5'; O pp O N p N J;N LI N 41 N N V WO I� p my Jv V v N V P V Nv N" J;V V •J V m NJ IN Im I\ m m m m m m m m m m m c C O N I$ I $ 20'YR 20'YR N m V L45.00_ 50.00' 50.00'5'EE 50.00' 50.00' S0.00' 50_00_ 50.00' S0.00• 50_00_ 50.00' S0.DO'5'EE 50_00' 00' 50.W 50_30_ 50_00' Z oI r -� R- - - - S89.12'33'V 872.18' - til� 0 ACCESS EASEMENT, DOa I H I" PI' NO. 2007006968, 0.R. I I 2 YENNEFER DRIVE - _.--I �___________----_-___-_ N89.12'33'E 96D.00-_-_-_-_-_--- __ O I IS'H LINE I.aN a I I N N89 12'33'E 890.00' _ _ OF PROPERTY LINE _ J4. FD 5/8'I. WITH i r 45.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00-S0.00 CAP LABEL➢ II N89.11' 14' efr 25• �6'YI� a rn URBAN ENG�NElIR ING _ K. y 20'Y� rn _ 110 00' _ G _ o = -15'UE. DOG N6 I I I `I 8 6,$ y O y G o Erl 200700429 La R_�I +J 12 t 9:.•,,, p LOTS. ARTEMUS ppBETS 1 TTT 90I ; $ I oo v 2 3 4 5 p 6 7 8 9 "$ 10 11 12 13 14 15 16 • 17 -I SUBDIVISION, v. 3, 41, 6492 SF SF to 1712E SF 6500 SF , 6500 SF = 6500 SF 6500 SF• 6500 SF =6500 SF =6500 SF ,6500 SF o.6500 SF „6500 SF ,6500 SF =6500 SF o'6500 SF ,6500 SF =6580 SF P.r N.R.. BRAMAN R NE LLC $ 2 m m �o -- 4., c m 4 20' ROAD ROV CLOSE➢HY ,.ea R0A➢ROV CLOSED H1 CITT Lin `ea CLOSED ROAD ROV 20 R4D ROV �I IA K CITY COUNCIL, . 6y COUNCIL, 200 III 023O. / m m �- V. 14. 41, .R.X N89'l2'33'E I10.00' ID ,D� ND. X� DDc Nag a 0. DDa Na 20wOw9221 a R•�. LIMIT OF ROAD ,� O c ROW CLOSURE c 2 $ I g LSS 00' 50.00' 50.00'5'UE 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00'5'UE 50.00' 50.00' 50.00' 50.00' 550•SF v r �E N89.120330E E I oVy 4 z r Z y . I Q 3 ' uo 3 0 4 I . ` al O '� • 0 5500 SF 'i ]] f1 y I ycoiy ? @ y . ro r'R 36 0 35 34 33 32 31 30 29 28 $ 27 26 25 24 c 23 22 23 8 20 x J y 2 I v p 7128 SF u c 6500 SF •6500 SF • 6500 SF •6500 SF'+6500 SF •6500 SF •6500 SF •650 9 SF c V 6500 SF •6500 SF •6500 SF •6500 SF c .6500 SF •6500 SF •6500 SFo pK V Si m m $..I o V $� 8N ov $1 (-7 r. �yr I Dpp N O 4 UI ,„ ly 8 p V • , V m pm n gho I m8 E o 5500 SF 7 P. 'o m m m Z otim. • ty N N89.12'33'E 8 _ _ _ _20'YR __ - _ YR Z m S K I r-°, sO 110.00' 25' I 25' L45 00' 50.00 50.00' 50.00'5'EE S0.00'_ 50.00'- 50.00' 50.00' 50.00' 50.00' 50.00'5'EE 50.00' 50.CO' 50.00' 50.00' -50.00__- C f•1 °' I O o 5 0 �' S89'12'33'V 890.00' 4 60 $ 5500 SF $ I GERALT DRIVE N89.12'33'E 960oo' _ N89.12al riu '33_E 390.00' _- Z A D I __- ___ --- - .� ,o., * 1S- F---- N89'12'33'E 370.00' N89.32'33'E 1204.95' 0 \\ I l a DE '^ N -1- -n- - O $a D NB9.12'33'E 300.00' (1 I !l,IV NB9.12'33'E 1144.93' F- Io 6 Iro +u y `Y `i r 5500 SF I o u, po r 50,00' 50.00,3 Er 50.ow 50.00' 50.00' 50.00' 50.00'5'EE 50.00' 55.00• 45.00' y r 45.00' 50.00' 50.00' 5'EE 50.00' 54.00' p I$ o_ 6IA? 0 25'0l 23' IL_ I 20'YR 20'YR $ 9 y 20•YR EASEMENTN89'12'33'E 25 Y25`�u o _ i/IDTH VARIES I 110.00' 1 2 3 4 $' S b 7 8 9 0$5478 SF I 10 V vIN o 2 3 4 0$ 5 $ 7 m o 5606 SF o i5000 SF •5000 SF •5000 SF pot 5000 SF •5000 SF •5000 SF 8 ti 5000 SF • 5500 SF . T ;D o+v 5000 SF •5000 SF •5000 SF In I' 5581SF ,,- ... B 0 g� $v •- 8.1 nm - cIA 18r. t: PT m m 0 m �� 01 p o 5478 SF m O m � J �p Iv \ , 0 26.94 m I SB9'il2'33'W 1 9. OG $ o�^ pQ- OA 40.40' 50.00' 50.00' 10'OE 50.00' 50.00' 50.00' 50.00' 50.00' 55.00' 10'UE 55.00i' I 55.00' 50.00' 10'UE 50.00' 50.00' 54.00' I \ S89.12'33'W 1730.29' PORTION BS&F SURVEY CURVE DATA 405, ABS. 567. 0 25' 50' 100' O R=100.00' © R=150.00'3, O R 910.00'00' T=10.41' T=21.23' T=10.DO' SCALE. 1'= 50' L=20.75' L=42.18' L=15.71' CB=S31.20'08'E CH=S08'50'48'E CH=N45'47'27'V CH=20.72' CH=42.04' CH=14.14' Approved by the Planning PLAT 0 F Commission on November 1, OB D=24.35'58' QD D=90'00'00' 2023 ROYAL OAK SOUTH R=100.00' R=10.00' T=42.94' T=15.71' CORPUS CHRISTI, NUECES COUNTY, TEXAS CB.N 94' CB.N 71' DATE PLOTTED f0/24/23 CH=4. 1' 26'V CH=N4.112'32'E EOMP.NO.,PLAT-SSTs CH=42.61' CH=14.l4' BASS & WELSH ENGINEERING TX SURVEY NEC. AB NO..21038 NO t000t7-00,ED ENGINEERING SCALE.I'=50' ' CCORpUS6 p RH➢,7' H7 PLOT SCALE,SAME SHEET 2 OF 3 50'STREET ROW 28'B8 STREET 'PIXS WITH NO 4 DEFORMED f ats AT 15'OCEW PLACED 11 IDHEIONT OF CONCRETE NORTHWEST CROSSING UNIT 8, II 14' I 14 1.D TYP. V. 68, P. 852 L 853.N.R. 4'81DE R/C wA1X I JCL STREET �� N2%TOR r Tim XL 19 IB 17 ,Il 16 II,1 A IS I__ 14 13 FD PK NAILCOMPACT acKFlLL To 9sx4'WIDER/cwMl(-- -18 -N�9�16 �'E LL��15- -- ///IN PKNSTANMRO PROCTOR oEN51i1'(BO7HTT -f -,, --- SIDES)AND UNDER W111f5(TtP.) e•R/c HEADTR cuRa L -- ._-1 (SORT SIDES OF SIREEf) 50.00'-50:00' 3D.'.f4'--9Z.92• T e' BTA SUBGRADE TO 2'BEHIND COG BOTH BIDES OF STREET MD COMPACTED TO 25%STANDARD PROCTOR DENSITY WITHIN O] G8 t/-TWO PERCENTAGE POINTS OF OPRMUM MOISTURE.UME SHALL BE N 8 19 O AFPUED AT THE RATE OF 5%1V DRY 50).WEIGHT8 OR 34 L5/SY(TO BE i n p 16 0 17 rn 38 0 7593 SF VERIFIED THROUGH GEDIEGHNIFAL TESTING).9'THICKNESS BENEATH g 6481 SFN , 20 COO MID TO 2'BEHIND COG ? c V 6501 SFo+ ... Ali 119M SF u Z 2. now D:`1 y�� el m inA O ,, TYPICAL STREET SECTION - 50' ROW y ri CURVE DATA 43044 p 50.00'S'EE 50.00' 27o18R/,9 S'\!4'. `'' 0 O R=10 00'00' O R=45?00�07' O R•15.00'23• s�, T=10.00' T=730.71' T=15.01' S89'12'3394 872.18' V 21 PI v o Y L=15.71' L=135.84' L=23.57' '0 8640 SF T,, z CB=N44.12'33•E CB=N45.44'12•W CB=N45.46'45'V T'AT YENNEFER DRIVE 1m ' re ^)n CH=14.14' CH=89.83' CH=21,22' N89.12'33'E 960.00' lg I V do 5c TiL10,c OE D=90.00'00' 0➢=41.31'48. p / 589.12'6' V R=10.00' R=35.00' C NB9.12'33'E 890.00' �l 115.26' y 00,o T=10.00' T=13.27' fA S0.OD' S0.00'S'EEE 45.00' i=' I Nq O i u L=15.71' L=25.37' 0 25' © m c 22 W ST > CH=N45.47'27'V CH=S19'S8'27'Y S 20'YR • 6333 SF o ¢ CH=14.14' CH=24.82. m 25' 2 0 1 p 2 -I S89.12'33'V O O 0=41.25'19' O D=89.58'37' g R=35.00' R=15.00' 16 17 ,,Y 18 I I 130.00' I T=13.23' T=14.99' 6500 SF o.+,7128 SF 8 I 1 23 1 L=25.30' L=23.56' 6500 SF gA�H.� CB=S68.29'54'W CB=S44.13'15'8 ENTERPRISE PRODUCTS PIPELINE APPROX ' v--o-_1_ 't - CH=24.76' CH=21.21' 20' ROAD RDY CLOSED BY CITY 0 o ROUTE AS TRACED(NOT SURVEYED ON THE COUNCIL, ORD. N¢ D25s55, rn I S89.12'33'W GROUND) FROM TX RRC YEBSITE, DOC. NO. 2004050922, O.R cABANDONED ACCORDING TO TX RRC t. k I i30,00' 20' ROAD ROW CLOSED BY CITY ti N + 1 DOC. NM ORD. NO. 2E''at NORTHWEST CROSSING CHURCH ° IS'DOC. N0. 2m4030922, ¢R 65' 50.00' 50.00'5'UE 55.00'J 5 7C `! 24 u TRACT,BLOCK 1, LOT 1, o N le 6500 SF o1 V. 64, P. 70, M.R. Ili 1^ 'm , R FD 5/8'1.R. g FD 5/8'I.R. so.,oa•-Se9''i2'73'V s•LIT-, IA � IN se9.1z'33•Y I � N89.12'33'E 660.00' �� A 1 130.00' 50,-00'--50..00_-50,O!L'-_50,-OD'--5iLA0--50,00:-_0..OD'--50,_00_-50,'• -�S..DO'--15..40'�5'UE o 059 3 0 4 O Io m.., "' u T- 7.5'UE y v I� S .1m . I� 25 Si PI yo : 7099 ISF 9 y 21 20 _a 19 0 `! 0 6500 SF r/, 0T 38 I W'm 6500 SF 7128 SF I� of I' uI d� ,-o . 32 33 34 35 •- 3O 37 4950 SF 5 +- �1 a o 130.00' ,. 28 29 30 31 • y o v o+5500 SF a 5500 SF =5500 SF =5500 SFo i 5500 SF =5500 ', =5500 SF =5500 SFo 4950 SF .4950 SF. P, m = 0 V o S89.12'33'Y ,SIT-I v v o - I o n,�, ul o o GV I ,2 N o 1r f-) n 1 IW 26 C c m59407SF o P y 0 Z I I 1� 8258 SF D,I I- 'n 8 N; o m 20'YR 2 • � Z - Y6_ I SO'YR 1 _ - 1 0,50,00' 50.00' S0.00' 50.00' 50..1 50.00' 50.00' 50.00' 50.00' E 45.00' 45.00' 45.00' _4-y.�¢t o Z C 50.00' S0.00'3'EE 45.00'J 25 1 25 /I.E_ 00' I F'- �'� m S89.12'33'V 890.00' v © S89.12'33.W 754.96' 1 0 P. II: u A aP I3 5. GERALT DRIVE N89.12.33'E 814.95___ -______---- Ti p -a _NB9•l2'33'E 960.00' _ - _ _---------- - '0 AO N89.12'33'E 1204.95' iv ct .ILO ll 13. 3 51. N89.12'33'E 1144.93' _ O 70 -A�j 54.00' 50.00'3 EI-50.00' 50.00' 55.00' 50.00' 50.00' 50.00' 50.00' STE 50.00' 50.00' 50.00' 50.00' 50.00' S0.00' 5-2E 50.00' 50.00' S0.00' 40.93' m 0'YR 20'YR O G ti n O I+Xl p 4 S S 6 7 8 9 10 4 12 13 14 1g $ 16 f7 18 19 0 20 21 22 0 ~ C ... Cn . 5400 SF- v 5000 SF .5000 SF .5000 SF . 5500 SF .5000 SF$ • SF 5000 SF 5000 SF .5000 SF .5000 SF 5000 SF 5000 SF 5000 SF 5000 SF S V5000 SF 5000 SF .5000 SF c ry c 4;d o� N $� `: rt 21 Ti 23 Ico a 40' 1 S ,.1 m O m 5543 SFJ i.8. m 5 m �2 _ m�- � 54.00' 50.00' 50.00' f 0'UE 50.00' .00' S0.00' 50.00' S0,00' 50.00' S0.00' S0.00' S0.00' S0.00' S0.00' 10'UE 50.DO' S0.00' S5.B `5'UE, DOC. NO. S89'12'33'W 1730. 29' 1 XX, 0.R. PORTION BS L F SURVEY I ENTERPRISE PRODUCTS PIPELINE APPROX 405, ABS. 567 Approved by the Planning ROUTE AS TRACED<NOT SURVEYED ON THE Commission on November I, PLAT O F GROUND) FROM TX RRC WEBSITE, Y04g ABANDONED ACCOR➢ING TO TX RRC ROYAL OAK SOUTH CORPUS CHRISTI, NUECES COUNTY, TEXAS 0 25' 50' 100' DATE PLOTTED I0/24/23 1 BASS & WELSH ENGINEERING COMP.NM PUT-SHT3 TX SURVEY REG.NO 1000'27-00,TX ESTRNEERING JOH N¢,2103e SCALD I'= SO' REG.NO.F-52,3054 S.TEXASALAMEDA STREET, SHEETSE.ULE,SANE CORPUS mass, 78404 SHEET 3 OF 3 EXHIBIT 2 �µ a UDC Agreement Application Date of Application: 7-9-24 Type of Agreement Requested: Deferment [ ] Reimbursement Participation [ ] Approved Plat Name: Royal Oak South Public Improvement Type: Water and Sewer Reimbursement Approved Public Improvement Plans: Y [ ] N [ ] Cost Estimate for Public Improvements: S506,1 37.87 Ownership and authorized signatories to enter into the agreement: MPM Development, LP Mossa (Moses) Mostaghasi Contact Information Name: Mossa (Moses) Mostaghasi E-mail address: mothepro99@aol.com Phone Number: 361-774-3832 Preferred Method of Contact: Email NI Phone [ ] Other[ ] If other, provide detail: Company Name entering into the agreement: MPM Development, LP Company Address: PO Box 331308 Corpus Christi, TX 78463 '4g7 General Partner Applicant's Signature &Title Submit Application Electronically to: contractsandagreements?n cctexas.com Mail to: Development Services Attn:Business Manager 2406 Leopard St.Suite 100 Corpus Christi,Texas 78408 EXHIBIT 3 13 �.mRw 4 la py�a� 0�° BOUTn F arRx,..1. w1. € N 9 .7 D D V A' c� c� EXABI ' / // ,.. 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SHEET 14 TXDOT AND CITY SIGN AND PAVEMENT MARKING REQUIREMENTS AND DETAILS xrw nwx".exA E,r_I w o..w 811rewm mvm w SHEET 15 CITY STORM WATER STANDARD DETAILS w"� E LONE STAR SHEET 16 CITY WASTE WATER STANDARD DETAILS `:iti cr::,xo.w„crw ro xr"n..wAe NO1,14E.roN coupon wrru n. wwrvu RE I-800-hie-11 SHEET 17 CITY WATER STANDARD DETAILS =wwcw vw.a WAWA w°Zw 41 nero nlrw,xj a SHEET ID CITY CURB RAMP STANDARDS ^ wwws swawnAm sm".An srorr sPwv nn"xrc rs eO uwm,la cPn nrX"w a wrz 's mmnnrn m ctrZtx u[r0. "`"r°nuxnm w wP"'"`"/worrn,+rXx'"m"'w R r wa/i"Aw vnAx.ramr,m/w o/EonrvwasEo r.rzR u¢s.R[sraxv —r-- z mxrcrso a Eon,z + �x,[vrowrt e[Tre[x woes AS PP.TO MIRK*A www[e OwO[OAK wRmuA" roars wm+O nAn ar coxmcr"x.Tm xuuK[v To coxTAn mAls+runex zr[rnor m fsri)rzs�ROO. r w Ornw S xr --WAr o ow[m"[ s wr-' rmv • Sm rnwo arcs.r"srwwrz rt"/P 21!'z cio.,4"1"E:a°u[o ewe rw an`x`rz4--¢+o------Oro smxew.O.a mw rsm [.Rand""'cor"""wn wr"rwswr, .r"Tw+ .+ DEVELOPER: a. 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VV. .u,sr NBBBB f M or PR._I INIS DOCUMENT IS RELEASED FOR TIE •.P PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NINON N.WELSH,P.E.N 363/0 DF BASS AND WELSH ENGINEERING.F /30/2/ 52 IT IS NOT TO BE USED FOR CONSTRUCTION OR BODING PURPOSES. O as' so. law SCALE.1•N 51 BASS&WELSH ENGINEERING TR SURVEY REG.NO IO43027-00.TN ENGINEERING REG.NO. F-SL 3054 S AAMEDA STREET.COMA CHXBT'ERAS MO. PUBLIC IMPROVEMENTS TO ROYAL OAK SOUTH CORPUS CHRISTI, NUECES CO., TX = = . .' STREET SIGN AND LIGHT POLE PLAN =:.:.,.===== ESTIMATE SUMMARY IN.Ivy -NNE— •. 32=00= 'WB Ran nmrzp 0I/10/24 SIc1 LwJB— Twi.�1u MIT• U Y 17 j,�16 L Is I , IY mC EL I IS SO 0 N ko e g WWW P--Yg--_ \ tl F ig! 4Nr A TEM6ER DR LIT Pa' I I .NI P' I q ,b ,T IB I I I I n I Rd 0MAC.OM�T M _ ENTERPRISE PRODUCTS PI ELOC12T11 WNW 21 QV ROUTE l5 iRNCED 11R t111Y[YO a M 09161. ImK ` M.. tac .c mmnc m ���I F yyyI b a1 Q.n moNmrr R.. nTwn7�Rm I _----UK-- E. I t Rra7R.'• I SIC1.R. w I I N89'12'33'E 660.00' I Ow laic n LI I— laur I e, eD 114SIS soo•.G•oN•E xw.CO. j I I n PP 2leare.dRI� o /"7 lon.n,". ::�.W I iW �aa _ / LI ..o'tt� I _ �� na I *9 CPC SIll TIC 12.14 Cr JJ LQ,..A. • GERIILT DR 20Z —� I/CL RAND usk Y6 D 3M —19 3'Tf — I MORGAN RD. ' T 00.,t tv,R t D 5 ITeo x, _= 23 J IL la ua la is PS,RO:N7 awe NO. se9•12'33'V 1730.29' ENIEFPNISE PR®LCTS PIPELINE AMOK I ROUTE IS TRACED(PDT SURVEYED EN M :V* 3/70/21 SCALE.PT SO. nils DOCUMENT IS RELEASED FOR THE PURPOSE OE INTERIM RENEW UNDER TIE /UTHORITT OF WELSH.PE.NO COSH ENGINEERING.E SO„,R ISENOT TD DE 5,2 Gp CONSiFUCTON of BIDDUO PURPOSES. BASS&WELSH ENGINEERING 1S SLAVED REG.W T000t7-O0.Tt EMOI ER Nt REL.10 F-St. S.7L4 0 010001.COlmus CNRS11•T0AS 7M0. PUBLIC IMPROVEMENTS TO ROYAL OAK SOUTH CORPUS CHRISTI, NUECES CO., TX == STREET SIGN AND LIGHT POLE PLAN RNm_o i „r.e.,.a...a AM ILL MANGY. ARLA VIM MC•Ir MO UCH an•MeV ann..nu=NOWT a V.,LATE Mom m me..rum. riFEIFF= PRIM COAT C NOM r w.,wr pCCP CONTRACTION(SAWN)JOINT DETAIL nia n nce m. ' `sa.Tix.ar mm tn:.rout"®rump ”" T g -�' -__- m:ra.�a,a MEE C ro DETAIL—END OF ROAD BARRICADE TIFTAII SHOWING ASPHAI I WORK AT JUNCTION OF PROPOSED PCCP AND EXISTING ASPHALT PAVEMENT INSTAL I ATION(OBJECT MARKERS OM4-9) �^ asss.Tmm.nsrnsns AT RAND MORGAN ROAD NOP.VC • /I mono ransom an r�m 0.was e Nl EXPANSION JOINT FOR PCCP OFX SLOPE V.. 41 Tr E9 Ixm`.amlAr oo PCCP(PORT)AND CEMENT CONCRETE PAVING)NOTES MVO=STOOP PLUS NNW. ` 444 .....n PM ANT YU • Fop OF.¢sum } .. Goy/pupa] ...mCn,w, v^• TM LOW s lwer."bn............`t.WI ROOD MAW.OR.e ew '"MA•w°',,°= ar TWO JOFOOO FUN MOM OWL MOW.gal TOK11 OF WM CO KRamn OWS MN 1100.2.01T, 0.2. 1 ear ••• Tmm.Snw asms..,m niwm AT INC AMR AL Pxoe'a"OM TR IC. mraoo or ••®6O• CONON 2._OM am n DM. r~ _, no..,m. ,t a.o=,e,.o. TYPIGAL_SECTION — PROPOSED :•••.omCsoCom.rmrs 1°""n"`"s""''°"`'4x6""`` Cr. ��� .w•ro•a=...,om CONCRETE LINING IN DITCH AT END OF PROPOSED STO PIPE C e «n .a STREET WY m..c.,o.e. is r SIR, a� ir.r. TYPICAL PAVING SECTION SHOWING HEADER CURB OFTAUS S. Pt . MOTT MO mw.o.m wn uaa .rt won us.-.r Cw.a surlsw,mamas ee,w.m so..,m TYPICAL STREET SECTION —60'ROW us m synet or er TM Cocswo rs ITRIN o.o. '.....• Tm.w....o.rr,„A., •f ao (ONECI...`mew` •ayyw°s'. ..... '4a.T•t OWOL INNOFOSOL 03/20/21 or:,aoa ..s.WO MU SOW Amo MC.VIM.Mk) .rc won con-ICI o..ss TO sin MOM MIX ninon r mu n r we,s on m o. BASS AND WELSH ENGINEERING OM. an.. Tr MISMATCH R0.F-52.JOSI S.MAT TA STREET .%-no _OM GORVK RERME.TEYAS 11.01 AMMO AV VIC RAM OP Is ft on cMe.MOM.e r n r o (7o cc °u u�`o M Tan°).r T'ommw 10M PUBLIC IMPROVEMENTS TO ROYAL OAK SOUTH CORPUS CHRISTI,NUECES CD.,TX TYPICAL STREET SECTION—50'ROW m STREET,S IDEWALK AND DRAINAGE DETAILS u.c R R"' a wrtm o,,,,eMe..L OE J M EST D MR.MO/WM3M /MTNoel EV.G42E.B5rItRe. 1 I II Y 1 4) V.6B.P.BR 5 BA.M Re 1� T%5 �'a. IR i 5 5 i g1 s6 » In Jim zc z. zzNrx1 zD w-SJ--VF111RI�L _123 .71L �. _ 1--f --F89'12' 8_E-1�40'23 ee _---� s. NRY.N.m © \ \ o 16ITY IT COW.o.m1 WNNYc _ . e I MG MI 620314171. n.Tn u"VA':"m RA L a • s YEEgseia JIR.]LL e 9 -3VrB_ 10 31NT P.M. gi J A1J 5a11 11Me YEE la u mnsl¢\_Is y ien — 5I- -_-_ , . vu tar2teE4E.mN '0 5 l, IR .t A\ TB I . '- T ' E -- u • ST C °otM.m.. } �e'YWOr-.EE- O — _! 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F-52 3054 5..41.10 STREET.PORPOS DIM,1ER45 7e404 PUBLIC IMPROVEMENTS TO ROYAL OAK SOUTH CORPUS CHRIST I, NUECES CO., TX PCCP JOINTING PLAN w _� NP. 9 404P.M hem LIRA- TR Si[�Six5J.IM R. If—r 1$v xYRxll�l US--1 a-1 —1,_I_ 2_1 IL I. It - 19 6 IR m O N Worn)R, R o a 4"41- lgYFi7A 'ni�n�� E iWJ--''' a35, IVO' _d, uar— —no TOON�w 'm-] i 1a n $ ga> x xc I o 16 1)mi 1 ANT T 111 -• I I ea E o aim ElF— —I——. t I r PRODUCTS.SUMTE M I TI ENTERPRISE RISE PROD CTS aurcro w TIC �I m�m�lv�6a�—-- — PI I — Nice MOIRIR110 NC TORTX Iy MG on mown,ne O IMESTT CROSSING ORAN I lb - Mr ROAD WM CLOSED V[In !/P. I E9 _-_ �K-I I. ,. .aTx11m.1 Iil /a v N89'12'33'E 5co.00' O 19 Ip nl--ir 11 r 16['� IMAM a © I NI m a awn an¢i �I w O RO ro an at of a. Y' 36 / :NE f I 1 e) 10 n wwwiu-C...... unarm : q' it MT_ vm _T.�ItE 1T.., ePn z 16 a ) R 9 IM la IN u v u u m e1 et m!C R' 7——Trig ` 9 AL�NO. SB9'12'33.9 1730.29' ZUTT%t XLn E)KO RMK EM 1) THIS DOCUMENT N RELEASED FOR THE 1111aN.11 NYW PURPOSE OF INTERIM RENEW UNDER THE _ISy AUTHORITY OF NIXON M.NFL.,PE NO 56240 OF S AND WELSH ENGINEERING.F 52.IT IS NOT TO FOR CONSTRUCOON OR BBIDDINGD PURPOSES. L del /eD/36 E5' SP IMP brIll SCALE.I.SP BASS&WELSH ENGINEERING TM sUPIE REC.NM 1Dm1)-0M.Te EITEERRD ROO.IP i-ae.J05A S.AIRMEN 3T11FFE mRPUa CNR611.1EYAa)sMH PUBLIC IMPROVEMENTS TO ROYAL OAK SOUTH CORPUS CHRISTI, NUECES CO., TX PCCP JOINTING PLAN sou, J•.v inn rn.1R Awns NA w_ nnv n nn1 11.23.5M...J40x_ o 41 6.P.D CROSSING rill:'IN �Ro„RI NC 60 1,.TpTE 652 220660.10�WKa,9 O N 33 3 832 2 A ®25 22 26PI.I w R 25 G I�0'24 23 22 21 t R _Tg_ig FIL �F'YS` Yk89'S128'E _7 40' - \ _.,-1..•—•., urn aF N6 10 \ II 0 15 16n e ] 5 e \ 9 101E 12 IN i I ai [mIN w1RTI 1 1.uro ,..IML, ,N9 m Z : YEE YFE 2a Nr 1. E. dR 3EINEFER a �Y Fg ,T TR — py 2PYR o �2��''''' 11 1♦ 15 I6 a®KLL 3 ♦ 3 6 1 6 9 10 le 1] RR —,-- —EcOpMu - n m'b{Sfa nazi n c1Z- 0.. 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Is 11 Is w PR NMIE POLLUTION PREVENTION NOTES _ �-7_IS__NE& ,5 ju�,— — — tEMPORARY CONTRnIs -IROC/P PINUP I6 I• I+ MM i„ cSARATIOX OF PC w.v w vr»i.ao sxrRP rK wsr.unw WIPP PPIODISPLT WINN INC IMPACT. N rwc.0 r. R.° I N �ww� 9Ra 9, - DE IDwrNrw ealw w a7Y.,r.Yw Eli a— — — — Yli § _ SFOIMFNTATION SCRFFNINC FFNCF - r rw 9 W w_—2.Q—— —— ' \ 21 C) ! ! anry FOR W nM rawnox 19tgnww r T[r • ws oe n r vru v[visoxs a rN N V P YENNEFER R 1 I '^'R ?o= I T: RIP IR ORP'CISCLOSINE'pp.,SILL FL PP PI PAIR POP,OPTAINTRI VIM Peo•141., 14: m >-._—_��_-- \ / yew wcYsw,cnw o i — I I/ s oa . .,rxrl..�or PP w...mx AP w..r lu.r IN PALL wurlw rm.«<rw Blau Cr a..rr awr.. r I .. —--- m awm 16 IT IB I MITT" xo cYwmcrrw __ vIHLIK �ILLACIPP.MYOPIC AP PP �''Y��- �---- --- — zv ROUTE ARANCONEO CC[p IN0 SURVEYED WREN sr. .; ,,nxor.rzvs. -s---Snm.s-s---nw—w GRIMM T [pRO1NiGripviSz Ib e°[xw�vma 91 vn. xy 4NTI 4Hc ve sDrtNVEST SING LWNLN I- Y —J I z. �'I. Fn s,• R Nwn4K�Lm . I I ,o x��.,�r., .�I,w.�,d.,t.a. .r,M.r wl.xa.. n..w.,lw W TRac N89'12'33'E 660.00' ` IGO " m Moom 'ronr W o t' 1 D.I S A. ,Bid _� w 9W� 21 m I I I� © 3z I I - ND til IF OI 20 n 30 BI R ES z+ 39 36 Ian,Rz aTnsrtv♦z wox a vewTcwS. wolro cwarw..sawumx I9z.Wnv _SOCP 46.OVE 26D DO I I n IR'TIR vma..iw< I o�aJi — I I - -ID�— m I a x K_——Bff.-——J, is rwLe 1 — ®.str nmPosm n.sluzm corarmxnoN wriuwcE ® aJ oR ac®cm nallowo smRw w6rER Pouurl ,' WNW Sv GENTLY BR PROmmoN oErNLS z5 ro sRE,aY[NGIONs J O ND O'INSrPUCi9x OEfN15 ulo SPmvGTGMS� t Z J I� CL RAND —3�g _� I MORGAN RD. uu_ r¢ �4• arTR Z S 6 T • 9 10 It 1E Il 11 IS 16 IT U 19 PD 21 3 1 u�V a VCJav< \ �D t9c SB9'12'33'W 173a 29' ROUTE AS asSE PRODUCTS PIPELINE APPRON N TIE ...7fIA♦V.a 5691+ PT.044 r"OD/2o/EI 0 2d' 50' MIT MS DOCUMENT OF IN IE MRELEASED FOR THE PURPOSE OF INTERIM RENEW UNDER TAUTHOHE DOM ITYOF Of N WELSH,EN P.E.IN 52.IT IS BASS BE WELSUSED ENGINEERING.F SE.IT R NOT O BE USED FOR CONSTRUCTION OR BIDDING PURPOSES. BASS h WELSH ENGINEERING sURhY,S NO 1Gl02T-.O TS 5OWEERINO USS ND. F-SE,JOSI 5.NAYfOa STREET,CORPUS CMNIST.1E1G6 TNOI PUBLIC IMPROVEMENTS TO ROYAL OAK SOUTH CORPUS CHRISTI, NUECES CO.. TX ...=== STORM WATER POLLUTION PREVENTION PLAN ''' �.= SHEET 2 OF 3 SITE DESCRIPTION ..•... EROSION AND SEDIMENT CONTROLS PROJECT UNITS: DVYA O.K SDUM STORM WATER MANAGEMENT:STDRM WATER PRNNAGE WILL RE PROMOED BY THE STREET SECTION.INLETS AND PIPES. CURB W GUTTER PROJECT OESCRPTON: CONSTRUCTION OF SINGLE-FAMILY RESIDENTIAL SUBDIVISION.THE PRIMARY ACTMIIES WILL CARRY THE RUNOFF TO THE COI I ECTON POINTS(INIFT51 MAINTENANCE: MAINTAINED IN GOOD WILL BEPAVEMENT CONSTRUCTION.FORMWORK CONSTRUCTION,STORM SEWER AND WORKING ORDER I If EROSIONREPAIR 15 SNEECESSARY.R WIT BE DONE AT THE EARLIEST DATE UTILITY CONSTRUCTION AND LOT GRATING AND CLEARING AND GRUBBING SOIL STABIL/Z4 lION PRACTICES: POSSIBLE BUT NO LATER THAN 1 CAI ENDER DAYS AFTER THE SUB00LRLONG EXPOSED GROUND AS DRIED SUFFICIENTLY TO PREVENT FURTHER DAMAGE FROM HEAVY EQUIPMENT. AGLOW SOIL DISTURBING ACTIVITIES: PAVEMENT AND EARTHWORK CONSTRUCTOR,LOT GRADING J. X TEMPORARY SEEDING THE AREAS ADJACENT TO CREEKS AND DRAINAGEWAYS SHALL HAVE PRIORITY FOU OWED RH STORM SEWER AND UTILITY CONSTRUCTION _ PERMANENT PLANTING.SODDING.OR SEEDING BY DEVICES PROTECTNG STORM SEWER INLETS. - MULCHING TOTAL PROJECT AREA 20.261 ACRES - SOIL RETENTION BLANKET - BUFFER ZONES INSPECTION:ALL INSPECTION WILL BE PERFORMED BY AN INSPECTOR EVERY WEEK AS WELL AS TOTAL AREA TO BE DISTURBED:2O.D ACRES _ PRESERVATION OE NATURAL RESOURCES AMR EVERY ALE INCH OR MORE CA RAN IRS RECORDED ON ANON-FREEZING PALM GAUGE TO BE LOCATED AT THE PROJEHT STIEI AN INSPECTION ARO MAINTENANCE REPORT WIII BE WEIGHTED T INOF COF'FICIENT TIMER DISTURBED AREAS ON WHICH WITHIN UCTIA ACTIVITY XA5 CEASED AE DIL OR MAIN PER FAFH INSPFCTIRN BASER ON THE INSPECTION WWI TS THE CONTROS S.I BF (AFTER CONSTRUCTOR). DD. PERMANENT)SHALL BE STABILIZED WITHIN 14 DAYS LNLESS ACRNTIES ADE SCHEDULED TO REVISED PER THE INSPECTION REPORT. RESUME AND DO WITHIN DI DAYS. WASTE MATERMARL CONTRACTOR SHALL TROUPE A WASH OUT AREA FOR CONCRETE TRUCKS.THIS EXISTING ID B Of OF SOIL&VEGEYAINE AREA SALL BE AT A LOCATION THAT M. NOT ALLOW ANY DEBRIS OR°NOMINAT CT TD ENTER COVER AND W OF EXISTING VEGETATIVE COVET! STRUCTURAL PRACl/CE5: THE INLETS OR STORM SEWER ATNLM.ALL MEASURES SMALL BE TAKEN TO PROTECT THE SOIL G ASSMAN.(USDA)-SOILS AT THE SMELT SITE IRE MCTORA CLAY,0 TO IS SLOPES,VN SURROUNDING ALL FROM CONTAMINATION.WASH OUT AREA SHALL BF RESTORED UPON PROJECT SITE 6 UNDER CULTICATION,INTERMITTENT VECIEATNE COVER _ SILT FENCES ALL WASTE MATERML SHALL BE COLLECTED AND SECURELY STORED UNTIL REMOVAL -AY BALE OM FROM COMPLETION NO CONSTRUCTION WASTE MATERML SHALL BE BURIED 0.0E. OSO CREEK -ROCK BERMS NAME OF REMOVING WATERS: DIVERSION.INTERCEPTOR,DR PERIMETER DIKES SANITARY WASTE: -ALL SAIWTART WASTE TALL BE COLLECTED FROM THE PORTABLE UNITS AS NECESSARY. NARRATIVE-SEQUENCE OF CONSTRUCTION STORY WATER -DIVERSION,INTERCEPTOR,OR PERIMETER SHALES ( MANAGEKIII)ARMTIES: _DIVERSION,DIKE AND SWALE CORONATIONS PIPE SLOPE DRAINS OFESITE VEHICLE TRACKING: THE ORDER OF AMITIES WILL BE AS FOLLOWS _ KO FLUMES 1 CSAT SILT FENCE'CLEAR WORK AREA INSTA WA I IRR RIES( STE WATER _ROCK BEDDING AT CONSTRUCTION EXIT -MAUL ROADS DAMPENED FOR DUST CONTROL STORM WATER AND POTABLE WATER) STREET EAOAORK AND PAVING AN LOT _ TIMBER MATTING AT CONSIUCnON EXIT _LOADED LUL TRUCKS TO BE COVERED WITTY TARPAULIN GRADING -CHANNEL UNERS _EXCESS DIRT ON ROAD REMOVED DULY 2. GLADE PROPOSED PAVEMENT TO SUBGRAOE ELEVATION.COMPACT _SEDIMENT TRAPS _STABILIZED CONSTRUCTION ENTRANCE SUBCRADE CONSTRICT AVMFM, -SEDIMENT BASINS -STORM INLET SEDIMENT TRAP REMARKS: A. AM UPON COMPLETION OF CONSTRUCTION.TEMPORARY CONTROL STRUCTURES _STONE OUTLET STRUCTURES PAT WILL MINIMIZE AND CONTROL THE MOUNT OF SEDIMENT THAT MAT FRIER RECEIVING WILL REMAIN N PULE UNTIL LANDSCAPING OR GRANES ARE IN PUCE _CURBS AND GUTTERS WATERS, DISPOSAL AREAS SHALL NOT BE LOCATED IN ANY WETLAND WATER BODY OR - STORM SEWERS STREAABED. CONSTRUCTION STAGING AREAS AND VEHICLE MAINTENANCE AREAS SHALL BE -VELOCITY CONTROL DEVICES CONSTRUCTED BY THE CONTRACTOR IN A MANNER TO MINIMIZE THE RUNOFF Of POLLUTANTS,ALL WATERWAYS SHALL BE CLEARED AS SOON AS POSSIBLE OF TEMPORARY EMBANKMENT,TEMPORARY BROGES,MATTING,FALKWORK.PILING DEBRIS OTHER OBSTRUCTORS PLACED DURING TAW CONSTRUCTION OPERATORS TARE NOT PART OF THE FINISHED WORK. CONTRACTOR SHILL PROVIDE ALL PERMITS AND INSPECTIONS AS MAY BE REQUIRED BY TOED AND LA CON TM I UR SALL PROVIDE NO1 AND NOT. A RECOMMENDED OE-IN METHOD . L'cW;.' HALED HAY OR STRAW I ALTER FABRIC E \ ` �����VLL55�RAII��IryApE,MILMppyy WITH REINFORCEMENT V NVD•.p,I.aDSWI - 6'(TScm)10 B'I20em) 9 Trl-LIamJ 2'.21 J6• MIN.FABRIC 11 TRENCH (BGm.Sc..1 In) PLAN A WOOD PEGS PURPOSE DOCUMENT 6 RELEASED FOR THE �� N 4 9 1 maw(a POSE o INTERIM REVIEW UNDER TIE `4.., 4. LR i 4 G� J6240 OE BASS ANO WELSH EN...NG.F AUTHORITY OF -A.H. `•..�,....✓a (1.Ln)STEEL OR 'L CCC /NAN'.`TAti.�.6✓•.1 I WO=PP'STS(MA.In 'I OR BIDDNGOPUx0Posc USED s FOR cONSTRUCTIN ELEVATION \ `` r1111111711111111 PLACEMENT FOR BALED HAY I! / At lei soy IE FILTER DAMS (S cm) MN.FABRIC IN TRENCH 'SITE• I �E•�i1 Aa.B.E MC GILL 0E 1n��FILTER FABRIC O•(O.Mm)MIN.WIDTH SCALE.1'•SOY LYW aa{1 (15 cm) I f1CATIfIN MAP G4"D3/20//a4 ��(�� 1.-4YMIN L•Sm' i0+'.Y\ � \V (O.Nn)MIN NOTE:POULTRY NETTING DO AL NOT BE BASS AND WELSH ENGINEERING ALLOWED ED AS A Tx Plf.BIRAON I-STT M.S.MAEDA SSTREETEET CORPUS OP SECTION A-A REINFORCEMENT C CHP6R,TEXAS)6•04 4D4 SEDIMENT CONTROL FENCE MATERIAL PUBLIC IMPROVEMENTS TO ROYAL OAK SOUTH CORPUS CHRISTI.NUECES CO..TX STORM WATER POLLUTION PREVENTION PLAN SHEET 3 OF 3 ^m 74 was wTRVN 6..6_Li. . LA �t TRIANGULAR SLIPBASE INSTALLATION GENERAL REQUIREMENTS CROSSWALK PAVEMENTMARKINGS STREET NAME BLADE SIGN ---r• F[i ,"Y.. nrt — h� N F„NrFvr�r J RE Ilit _ ..w. _ ,,E,,W. ]Name I i TRd �i .. g! t De !F 1« • _..j,._Itr" ..I.,e m.'.U.N..,a w�,�w. r ....r.....Y..,. .mLs: ,.4���m• I I' 111 iJd§ipii �- - r ir:._ —..•.. m— — 3 _ ._w• —_.�.__-__..__4.Z_,_ w III-. ®KMa _ III, qq�{L ,,gg E II •,..-_-..-D w— . . • 7.:-.W.N=.-,..._ „• 16'Fk673:."85" °r h,CR.•1, :•;` 'RY"5.'r,. 4 R,B.�`L d CONCRETE ANCNOR ..Wes TOR NspuLr vo a.rsu,�'Pv..q,�..*sX!y v pS!IvS WGQN ':DIVA gnu, I•-.i— it m-a.w — "a'tiB"M1J:ZtI],.i r ;.U mow w" s, &- ,am , i t i :'::: ;,:''''... :f'':i.. '.-1... .;.. P-17,23Lis:: III I ri iii 11--=4,,,74... SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS I TRIANGULAR SE IPBASE SYSTEM Brg.G' ti. °r ADKOMLYMam i .D.r. ._ .�r„r, .-.r e ..r.r,.�rm.m, '.••...,•. -�T'.'.I• F'+ R C CRETE T a95sS- _rcµ j „ .... M --. ..,. soa cores[,[Nownn-...,..HTs. On nmi/ REQUIREMENTS FOR RED BACKGROUND REQUIREMENTS FOR WHITE BACKGROUND REGULATORY SIGNS REGULATORY SIGNS .o-,..s .,...,.r ,....w it MM \,,,../ r...W DEAD DEAD ...a.,D•.,.,.,. END END ,„l, I® SPEED SW llaer Ana WO • w��.,..,.,.-w2'714 N •...�..a.,. �► �� .. Ir ..,. a ,.nw iit 0 �NDrI WRONG �`� V,. :1::w_. _ r s Ds-STREET NAME ODN ..r w., ! `LATER/ WAY TYPICAL ENNnET .- LET . ., NEW 9.03 W/DEAD END OR NO OUTLET SIGNAGE CSUIRMENTS wn !i MAMT.ODD DD. W rr us r.HA.r.w,.,.H.H = R IE REOIIRELENTS FOR WARNING SIGNS REQUIREMENTS FOR SCHOOL SIGNS a.�mD L.A. "�' N T [, WD / .�..w. ,,,.,. 1 3.• .mr r,elr w•,.,rnm nE GDT E. ....ww •m. D . / N.. <> SCHOOL tx Iwo u , !P[[D •r..•r,w., rm LENGTH sD l,asD O LIMIT o -... z......1 * FILM OVER DrON N INTENSITY rnlcu nAVLEs MICA/SHORES DD m.—. „ATERiue DCLD X•.L..rin D 1-9-3110C ,w,.,�v I FACE w. �p�D7w81GNwTor1'OLE INSTALLATION •,",•"4"`,r.:.°"", ••,17,:,"" �,.Lol�:'tSr mmo 111 m.w. .a......N.r. SERIES D w.D. . w. ,,.,..WM.. ,,.,..,,...,. LEGENDS SERIF.G OR N FOR :/' �. „_ ,•,•mr . ,•+••••a+ TYPICAL SIGN AND ww w.w.D, Akv .in'�Ny.60303.•`°rm' ,•,.N,r.,,w. R.I. WADI.LENGTH ..r.r.. AUGG ..r nON sun, ,..r•m ... ..NI•.,...co.•,,. •'mr :I=i 1^11...s,.•.,. REQUIREMENTS DNECEmAD WV GS SAN ArrtONIO iuif ,..r•,�, NL.r. Hr•..wow .. Ha.. ,.., ,r _ siErITAMe •mn;e: wHIrE HD GH ...,,.w Wr.x W.r.,•.,.m NLDE. r,.••..�..r..•D.D.. DR 0., ^'�• o ^•"°r"•• TSR 111-13 --TYPCAI GROUND MOUNTED SIGN PLACEMENT .<.D®YA1n1 OM16••"'"'� AND SIGN NUXINRRG �C - 33iy-. ..., T RAGxPG ,n �. OS/20/N ' BASS AND WELSH ENGINEERING TX REGSIRATON NO.F-52.3031 A.ALAMEIN STREET CORPUS CHKST.TEYAS 7B101 TM OCCUISENT IS RFLELSEO FOR NE PUBLIC IMPROVEMENTS TO ROYAL OAK SOUTH CORPUS CHRISTI,NUECES CO.,TX cCHsmu<roD on aoaw wN•oso. TXDOT&CITY SIGN AND PAVEMENT MARKING REOUIREMENTS AND DETAILS m sLwe M m u=rz rMim1m ...- •OE[TS Or 111 � rI Tr, ,,..ti . . -173--1 SC/ ' Ail•-11:_176•1. : a A\ I .I I i , :=11Lr," ow,ra•r'menu'AIIIr ��� mamai am RM•rAMraflr l r 0 — LJ.. 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U 51 - ,.- sue: ; ® ' ' - ue • i� • __ PIOKscor DETAIL ii 4 w 1' 1 1.� •1 1 ! � aib M1�1�1M` - e �`II 9/ ' ° PUN NEW PK:KYOT DETAIL SEa._vrT.SS lAa..,..-a/,7 �� If-- ,:&�•�- 11 --_ a GRATE SECTION NM SECT/ON RYrlrlfwrMB�A1IIr IIIIWIONNAI p •1. ;I • ! 4•.•CI - r• •.• R_•• �� 1 e cvlEx sECTKw rain SWIM "" 4::d«7 Ld: '. brrn.w.BIAIBIrAAIIYIMN.r w /-B'%���.,,,...- e< C�. ,:Jr ......_ 1 .-..."`' If�ll/Z= :e.w INAVNILL, •COHN CAMNIIIIII7W ! 0IrIIIA�frIYY1�/rI�YIYV SECTION JI V IL r-' TION ; ar&rorseuirwn= PPM rINIALL rr>v irwAwvr ECTION A` rsar> r ® !; ..... .�. . -. _��—.e_ _^. I. '® -�_ - ` ,. '-�1:. 4- , m ....--.�.^... `:.,• . /. ",m � ' . 'me ® • .--- - zi?a, y.--- T ' 1-' u ..--""' _ --:—" m... iltr r:h�.'= !NrsaBwncurrnalirwvrAW "-- S- -_ !sar=� =i:_..'SG9aSy • �: � -�i�:T.. Mar.-, . -Y : sa'�e�r-In ctelNOlrrnw L_-r�r�T' '-.� AICAUICC 'cum mu,maw rmsasiwPrY br_ l I:,I r6 r` -.., • - t'... °u-.7..' ;'W—••• 11 I' ::. •,. '- .`. .�.,'- �.-.-. S! ` IBANTArAAIAICIMe MLR AR meaodAO « •• ifilBIM 1 1 Vl't" r®orsrl AWN rwvrwmra AC wArawwcsxwevs= l '•� " SECMN -' m - S AICIRWI4 IWYAfIAailprAA �. w-.. �� .�+ w.ANAru A. ww.Aru M c0llllvcc•AMAtaI m.calrCOALAfr/MS AT ..- B ! ® 3 cam:' ! ca `.'• �� -._- va_o piml r.A,.rO 6Mo PAT NOB ooM -pia — "'e04rr_ =s- • _..�. ..r` .. -"'��,�-.._.-�v « .-� - . . ..,. TX REGISTRATION NO.r-SP.NOM BASS AND WELSH ENGI PLACA STREET NEERING m��.........—m ._.._... - �S:° .:,° F.' ... !paryiii PUBLIC IMPROVEMENTS TD •— ROYAL OAK SOUTH AwNOTAAOYfYc r •_- CORPUS CHRISTI,NUECES CO.,TX AB�BBYIIcfOB{IA..... AMIlA�BV rallruvt.Anrwa`c lYflclKNlll! °"^"^^• p1 CITY STORM WATER STANDARD DETAILS -mI O3/20/24 Kw otte. -17-,W_ cow w.,LIE m Nr so wnm v¢rJ2a�B- . . ,......— _.... ....„__,__,..,, 1 ....„,„..,. ,....,...,,... ''. .....'"....'=VAX?.. .......ar,==.=—A i /—,,..,.••••P ga,,,,,,,,,Ka ="",.....Z1...'...,••"XII Cr., 22 'r\ ' / -'••'•"•"`•`•'••M•••• .........÷.71.1. ...........y. ,rim ..,..,.. '„▪Er..•.,,-....„:„....-.72- /--41-4..=.-=;.:-.- , E7,....„.•-r,„=":.•...tr.r.,•-7--:=.7,-.7-mr.......--;,-. ,.. . .--—,..,.......—....., —-.•-• .,1%.-„,,,,,,,,,,',"'''imi?Firlilt HF;:7,r ...._'—'•_ .43,==‘,_,...,,,„.„,,,,,,,,,,, /pip/\l,,,,,,,,; ko.......74.41.....7 .....=.„,,,,.......__......r. "/ ...ma— .----..--.................... -,.., ............, 711.714=',: ,.7=',d,,:in.F..''',.•:,,,'4Z-,,,,,,,7--.-M,-",=-'" , i I ki,„7::,,,,,i,„..:...T. *--:-.A-............ =7..° , :..,-.10-1,,..-,...--t-.•72X,..1 X.X.X.,.'..........;7:7 I I • "" 'Ar............LTZ 1 g ..._..1._,,„•.:'-‘7" r"-.......,.. ,,._.... 1 • ,..x-g:..„,,--.-.= \. . :tar.- I . --•--. •-‘ , .. ..'"....,-"," .,.., .47."7::::::711/4111''AN."'"94! '?"--.%"7 2 7 '•••':7:77,1:112..NSHL3..'' wrA...Ng. ,'...". .0 .4....."Xi r=......1".,• 2 7 3'fat" 7-1-1'" . ,,....-=...-..- ...rmit....7. '.' 's),:.., • 91 -1-- i I ... ,... FIBERGLASS MANHOLE CONCRETE MANHOLE mor=rei....rme.un, ,.'...,,t,',-.!..1'..,•::,.....:-......... .....5.7,51 14E10 ............._ .,-,,.. ,-.7.:-.-.:.a.i P. urf: Ingt -4-7:,"A •, ',,,4:p,,= ,------ - FRP INSERT RENA.RATION OF EXISTING MANHOLE FRP INSERT PIPE SEAL OETAL AR... -:-.....--.1-.." .▪ .-......- , E Illir or . .. 1 .1 WASTEWATER MANHOLE MOTTO./ PIPE▪SEAL DETAIL .,__,,) \ •ro":..SH':'747,i--".'=„7::-..Y.-17'..-.2...... I MANHOLE PROTECTION IN UNPAVED AREAS I II •Eviis.,,,k-mi,,,a--..,, 11 0 immE. •••Z GENERN.WASTE5VATER CONSTRUCTION NOTES: ICULINATED/TRECIAL) ROVER RAN VIEW .), FTWT.T.11...•=4.•A=,.,......4,.. 4 d- ,......-7.. .z+.7.1F..f.-a,-,:,,,:F.,-..,.,..- 41 ..... -—...„—,,,-------- .....„,,„ ... ..,... .,... 41 wi , B .-.•....., — i , ........ -- •— =3,-.7,-, -- 1 ...,.. ..._ __.,...,,,,— ............. ._... . .................-- 2"X:27 742 N.'SIX:F..4 2•2 2 2 2''"" : .." 2 FORCE TANN DISCHARGE MANHOLE DETAL ......t.t.tr.:=,rArgm..,,:gt v.....,....-zrr (Fesoonw.) ° SECTION OF RING&COOS R RING II COVER APPROVED UST Am le ART R•IT ww `FRP.' 1-aTroar;...:... TPTWTHR AWN r...PAC5Xn.....A 1.—.". ...•... Ir.-..-rt=Iva?—•.-x 2.411,741:, ..-- ....MM. ""' ..................7.74 1111 , . •"'.W.i I I .,.."' 7:-.."0:4 — t —-masau 0)1 — — • r.%•...'. -- , . ''r"'."'"06`r,—raj-..,--17,7:777i,', ..=. 1 'IA...4e . ••••.•\ . i '.•77:....P.T.T.T7'••,x.•=7 Z ! Mk 4.TO TO•CASING MAJ. RI Ta Nu it ', ''• 'Ca:LI:Si F.:T.TEM m ' RAI nrrarrert.x. ..... 1 ".."""....1== 0,..,9X.k ' '••• 1 MEL .2 r,a 2 "."••"1,= = -%2411•22 ••••2.•2=X= 0,11. ....gr.76-r • E.:Et-.7.__.•4 1--. '-:-.7 7-=-7,": I ....,MI ,11114111 202‘.="1„.. -on= ,„„_„_ ,•..• wr,..-1----- i —----.v.;... A CF.2:7F.E-T --- EN................. ....--,.. MONT VIEW .22 SIDE VEW 'T' I Iiiiiii .. mg.......... — BOLLARD DETAIL DEEP CUT SERVICE CONNECTION 21' 41:111 En.F......,,••••ATI.Sew......•• 0 IR RELEASE VALVE AND MANHOLE ...1.==VIM TRENCH BACHRLI FOR WASTEWATER LINES AT A RH CASING DETAIL MID PAVEMENT REPAIR FOR UTILMES I41211! w le ex=S 7 ERAL NOTES FOR BAGWELL IlwL..A..U40,0 b I I SERYICE CONNECTION NOTES . . r UMMVEDIFIESS'" PAVED AREAS a,....,1 rit ri t r e raW.V.a.F.... •r..F.r.r.:2'... •r,..',•:•...2trie'''"...,.. . .. ,. ...= , 'a... 4-......... ' .4.72.21...=...• ."XEN.TAATUTA•w.•••=4.••••....•.....^. A.... . ' CASING NOTE-. 1••%.=.. :i•O=.4==es."-............. '1C:r 11 Gewomasn TET4e filligiagly V:SW sam=01714.2'2- ri0.1 —... "'. .;!° 1 I es1.1........, i I 1 ill .,......,..T......:=-----7....=-.•••=fr::::::. ........ ................. Il rirne... . ...7.5.,.....= 1 L 1.!",-----4i —__ 2111 o i ...IP iii .A........ e...7.....1....: PIM CLEAN-OUT SOOT . ••. i 1 LA A▪A..R w 21.11.12.2.74'2 222 •arag•1=3274.-2.2•4742.:):2:22. ..cr.——...——..„—. ..—.=—*-r= .?,—....+LII—...--- _ ...”..." ' ., :.,.......... ... , ,,,,,......„.....,.... =nom AA SECTION BR 30 ,.......... .........v I.22_2_ ' UX41 03/20/24 SERVICE CONNECTI3N DETALS STANDARD SERVICE HARMER TIMM.CAST MCO1CtEAN.OUT BOOT BASS MID WELSH ENGINEERING TX REGGIRTTION NO.F-52.3054 S.ALARM STREET CORPUS CHRIS,TEUS MM. PUBLIC IMPROVEMENTS TO THIS MOMENT 5 RELEASED FOR TNE ROYAL OAK SOUTH PURPOSE OF INTERIM RENEW UNDER CORPUS CHRISTI,NUECES CO.,TX THE ALOMORRY OF NIXON N.WELSH, P.E.NO.35240 OF BASS AND WELSH NG ERING S NOT TO BE CITY WASTE WATER STANDARD DETAILS EINE .F 52 R I USED FOR coNsmucrioN OR BMUS PURPOSES. .... MO,OSO .-. Fr.-- lioul 00 _cum_ ...•...17...* ... _.....___r,„ -.W... � . -..... •-- Y me I p `."'...,'"" NOM, tens—.-.. ,..—.—. p1 +" ti ` ` N . - - _ .,-.,_ o _._ - •amr,a-, __ l L - --. ..-- .. .~ -1. c-� u. lei__ �_ � �I�:ejl Ixt ass.�awa�.ma..mwwn 0 -- . __.rarer.....__ !,`N,1 _._ .0 - -.-_,. i! x IM ..__:....•........-.--...�Z... ,•._...-. laa I,.,a..n.,.�a..s-.m..•-�r � { ...,.. a.,,..i,...y sac- a�ll,�f = .-- III,III. '�i�y E. y- ,rot :- F 1 •. ..-5b=j WAAL. -. �,0 Ism erl��. -._.,.,._�.,.. F •s3_s3zafr-._ Lsna• 1�r wwrwnrINrrr n,.,-. .w.n &NVI a.. ZIIIS. A 1 641"-11 ' 4- �' a� ._ - g0arerm�w..er ...... �4 j 'r` wMarar.xriarrasrsw.w r..•' r �r,,. `' "--- . G -- auasra�:a.: �ava..-a.,�.xw 00 l C.-17+"SQL . Otte .-SS:ewr-••_. H L *� 7•'�•- r•: S/M s--."•c ams. __ I eo1 r' i_I 4�-...�_. �sl. I c III ii a h,ar �' �y as- fib`' -- , -`�r wpm- •TNL _ 6�8 ��.or ,4 • r ty- ti vv .w _ .._.. .... — a�.eorwnrar ISOMaI�roer.� t ' ---• _ S +p, �..,rt w. �- I,m_ _ 'S.7,t5x->r' :,ss'. ., ., _ �-� 1,m_ II•1'a(piz -„_NAM f- ..., .._ ._-. arrws r ^9'�r..]'ie^ ,r. ate. '7Y""�5'1--' nrw.e aw..e arse —ems. / / _ O3 zo za aOraO.Rwai.agira.Y..CI..r msarwnr�tr a-O.ragYwa.OtY i.•-x • _�',`.'^._:_ _.- ..,..,, ,.�' :i !- BASS AND WELSH ENGINEERING .x KOWLaTON MO.P-Sze Joss S.MAEDA STR¢T CORPUS CRmsn.IOUs'maua PUBLIC IMPROVEMENTS TO ROYAL OAKS SOUTH '"` CORPUS CHRISTI,NUEC ES CO.,TX m"smccm"w e,00.c wnw.us. CITY WATER STANDARD DETAILS • 1 ... ' i.........;:,..v.7:70. 0,..i.,.;,•..yak. L.82.330_....02.22 53040.00r7 . 'a:17 7:71.''77.7.5..::-'..71:-.14::-- 4 ..,............„.......4,..,..,,....„,. , .... ........_ • .... ..........„.....:........,.._._,....... .,.......„....,...................... „.:, : I ..........:„...r..„,„...„.................,, „ , v .. .... .....„..„.........................,.... ....,...........„,...,........„ .............,.....„0,....,„.., .............................. :,..,,,,...„=„,...„..„,..........„..... ..... ................... .........,,,.... ....... ,.........7„.4„,,.,,,,,....,„....,.. . „..............,... ....,.....„..,,,..."..„...... , ,,,....,....,..„,,,,,,..„...„..,....„:„.., „...,.....:.„.„....„..:.......„.„..,,,, r....7..."::-',Ivr.,r•--.7;,.., .. , ';:.4...;•::';'''‘',:,';:i771.-2',27-'7' =:'...,...-,":"4:T.-1;7'7.4 4'7 - - - ._ .•.. _ ...,..,w.........w, . .. --. ---' .= „... _.........._ „,. ",- „.,.......„-:-.„--„,......-..,,,,,„.„-....-, ... ---:„.......„- . , .,..- < ,. . ...„, -- I . < — —_- - — ' --- -- ••• , . , -,‘• 0, - -- . , .. it ..... -- .., , i - _ - - _ , 03/20/24 . ' BASS AND WELSH ENGINEERING TX REGISTRATION SO F-52 3054 S AINIELIA STREET CORP.011,550.TEXAS/NOP 0115 0[02000 6 RELEASED 113,10 PUBLIC IMPROVEMENTS TO 7.1 ROYAL OAKS SOUTH 38240 OF WS.00 stL514 2“0000000 CORPUS CHRISTI.NUECES CO.TX F 52 It 15 Krt TO SE LPIES MX CO.TROCT.Ca MONO MM.. CITY CURB RAMP STANDARDS ... _ EXHIBIT 4 BASS WELSH ENGINEERING NIXON M.WELSH, P.E., TX Registration No. F-52 Survey Registration No. 1 R.P.L.S. P.O. Box 6397 Email:NixMW@aol.com Corpus Christi, TX 78466-6397 Royal Oak South-Cost Estimate WATER ITEMS REIMBURSABLE BY CITY ITEM DESCRIPTION QUANTITY UNIT 1 16" PVC PIPE 365 LF 2 16" CAPPED TEE FOR 2" 1 EA 3 16" EL,ANY ANGLE 4 EA 4 16"x8"TEE 1 EA 11% ENGINEERING, T 3054 S. Alameda 100027-00 St. 4/3/2024 COST TOTAL $ 220.00 $80,300.00 $ 500.00 $500.00 $ 3,500.00 $14,000.00 $ 3,500.00 $3,500.00 $98,300.00 SURVEYING, &TESTING $23,128.60 7%CONTINGENCY $14,718.20 SUB-TOTAL $136,146.80 2% BOND $4,962.14 OTAL REIMBURSEMENT $141,108.94 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 4/3/2024 Royal Oak South-Cost Estimate SANITARY SEWER ITEMS REIMBURSABLE BY CITY ITEM DESCRIPTION QUANTITY UNIT COST TOTAL 1 18"PVC PIPE 412 LF 675.00 278,100.00 2 MANHOLE 1 EA 40,000.00 40,000.00 3 TRENCH SAFETY FOR EXCAVATIONS 412 LF 10.00 4,120.00 SANITARY SEWER ITEMS $322,220.00 WATER ITEMS REIMBURSABLE BY CITY ITEM DESCRIPTION QUANTITY UNIT COST TOTAL 1 16" PVC PIPE 365 LF $ 220.00 $ 80,300.00 2 16"CAPPED TEE FOR 2" 1 EA $ 500.00 $ 500.00 3 16"EL,ANY ANGLE 4 EA $ 3,500.00 $ 14,000.00 4 16"x 8"TEE 1 EA $ 3,500.00 $ 3,500.00 $ 98,300.00 11%ENGINEERING,SURVEYING,&TESTING 46,257.20 7%CONTINGENCY 29,436.40 SUB-TOTAL 496,213.60 2%BOND 9,924.27 TOTAL REIMBURSEMENT 506,137.87 Page 1 of 1 EXHIBIT 5 City or corpus Christi,Texas City !l Department of Development Scnices ll j P.O.Box 9277 Corpus Christi,Texas 78469.9277 humid Corpus (361)826-3240 Located at: 2 -- =Christiand Leopard StreetAve.)(Comer ofLeopard St.and Port Av Ott/ DISCLOSURE OF INTERESTS City of Corpus Christi Ordinance 17112, as amended, requires all persons or firms seeking to do business with the City to provide the following information. Every question must be answered. If the question is not applicable, answer with"NA". NAME; MPM DEVELOPMENT, LP STREET: P.O. BOX 331308 CITY: CORPUS CHRISTI ZIP: 78463 FIRM is: ❑Corporation •■ Partnership ❑ Sole Owner ❑Association 0 Other DISCLOSURE QUESTIONS If additional space is necessary, please use the reverse side of this page or attach separate sheet. 1. State the names of each "employee" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Job Title and City Department(if known) N/A N/A 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Title N/A N/A 3. State the names of each "board member" of the City of Corpus Christi having an "ownership interest" constituting 3°/a or more of the ownership in the above named "firm". Name Board, Commission, or Committee Mossa Mostaghasi Capital Improvement Advisory Committee 4. State the names of each employee or officer of a "consultant" for the City of Corpus Christi who worked on any matter related to the subject of this contract and has an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Consultant N/A N/A CERTIFICATE I certify that all information provided is true and correct as of the date of this statement, that I have not knowingly withheld disclosure of any information requested; and that supplemental statements will be promptly submitted to the City of Corpus Christi, Texas as changes occur. Certifying Person: MOSSA MOSTAGHASI Title: GENERAL PARNTER (Print) Signature of Certifying Person: Date: 12-18-2023 F'DEVELOPMENTS VCS\SSIARED LAND DEVELOPMENT, DINANCE ADMINISTRATION APPLICATION FORMSWORMS AS PER LEGAL 2012''DISCLOSLR2E OF INTERESTS STATEMENT1.77 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. AADEVELOPMENTSVCSISHARED,LAND DEVELOPMENT.ORDINANCE ADMINISTRATION\APPLICATION FORMSTOR.MS AS PER LEGAL'2012`DISCLOSURE OF INTERESTS STATEMENT1.27.12.DOC