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HomeMy WebLinkAboutC2024-187 - 8/20/2024 - Approved WASTEWATER TRUNK LINE SYSTEM CONSTRUCTION AND REIMBURSEMENT AGREEMENT STATE OF TEXAS § COUNTY OF NUECES § This Wastewater Trunk Line 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 Trunk Line ("Wastewater Improvements"); WHEREAS, under the UDC, the Developer/Owner is eligible for reimbursement of the Developer/Owner's costs for the construction of Wastewater Improvements; WHEREAS, it is to the best interest of the City that the Wastewater Improvements be constructed to its ultimate capacity under the City's applicable Master Plan; WHEREAS, Section 8.5.2.E. of the UDC authorizes the acceptance of applications to be eligible for reimbursement in the future when funds become fully available in the Wastewater Trunk System Trust Fund and are appropriated by the City Council; WHEREAS, the Developer/Owner has submitted an application for reimbursement of the costs from the Wastewater Trunk System Trust Fund for installing the Wastewater Improvements, as shown in Exhibit 2, the content of such exhibit being incorporated by reference into this Agreement; WHEREAS, the Wastewater Trunk System Trust Fund does not currently have sufficient funds to fully reimburse Developer/Owner for Wastewater Improvements; and WHEREAS, Developer/Owner may be paid when assets of the Wastewater Trunk System Trust Fund are sufficient, authorized for such purpose, and Developer/Owner has priority per UDC §8.5.2. E. 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. Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 1 of 12 SCA NNED a. The City is executing this agreement as trustee of the Wastewater 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 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 Wastewater Sanitary Sewer Trunk Line Trust Fund was established by Ordinance No. 17396 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 Wastewater Sanitary Sewer Trunk Line 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 Wastewater Sanitary Sewer Trunk Line Trust Fund. The City is not liable for modification or termination of the Wastewater Sanitary Sewer Trunk Line Trust Fund. The Developer/Owner agrees that any modification or termination of the Wastewater Sanitary Sewer Trunk Line 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 Wastewater 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: 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 11% ENGINEERING,SURVEYING, &TESTING $23,128.60 7%CONTINGENCY $14,718.20 SUB-TOTAL $360,066.80 2% BOND $4,962.14 TOTAL REIMBURSEMENT $365,028.94 b. The plan must be in compliance with the City's master plans. Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 2 of 12 c. The plans and specifications must comply with the City's Wastewater Standards Detail Sheets 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 Wastewater Improvements is $365,028.94. Subject to the conditions for reimbursement from the Wastewater Trunk Line System Trust Fund and the appropriation of funds, the City will reimburse the developer, the reasonable actual cost of the Wastewater Improvements up to an amount not to exceed $365,028.94 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 Wastewater Trunk Line System Trust Fund per the UDC and this agreement, 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 as a result of an uncured default by the Developer/Owner and at a time when there has been a partial completion and/or partial payment for the improvements, then the City shall only reimburse the 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 the uncured default occurred. Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 3 of 12 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 Wastewater Trunk System Trust Fund, that reimbursement will not be made until such funds are available, appropriated, and Developer/Owner has priority per UDC §8.5.2. Pursuant UDC §8.5.2. E., 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 Wastewater Trunk System Trust Fund. Payments may be made when monies are available in and appropriated from the Wastewater Trunk System Trust Fund and the Developer/Owner has priority in accordance with UDC §8.5.2. E. c. If the developer is owed funds from the Wastewater Trunk System 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 §8.5.2. E. The amounts credited will be deducted from the outstanding amounts owed to the developer by the Wastewater Trunk System 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 wastewater trunk line for which the credit was given, and an extension of the trunk line was not required to serve the land. 5. DEVELOPER/OWNER TO COMPLETE IMPROVEMENTS. Developer/Owner shall award a contract and complete the Wastewater 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: Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 4 of 12 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 must 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 Wastewater 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 Wastewater Improvements, Developer/Owner shall acquire and dedicate to the City the required additional public utility easements ("Easements"), if any, necessary for the completion of the Wastewater Improvements. If any of the property needed for the Easements is owned by a third party and the 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 and obligations under this Agreement. If this Agreement calls for review or inspections by the City, then the City's reviews or inspections must be completed thoroughly and promptly. 12. DEFAULT. The following events shall constitute default: a. Developer/Owner fails to engage a professional engineer for the preparation of plans and specifications by the 10th calendar day after the date of approval of this Agreement by the City Council. b. Developer/Owner's professional engineer fails to submit the plans and specifications to the City's Director of Engineering Services by the 40th calendar day after the date of approval by City Council. c. Developer/Owner fails to award a contract for the construction of the project, according to the approved plans and specifications, by the 70th calendar day after the date of approval by City Council. Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 5 of 12 d. Developer/Owner's contractor does not reasonably pursue construction of the Wastewater Improvements under the approved plans and specifications. e. Developer/Owner's contractor fails to complete construction of the Wastewater Improvements, under the approved plans and specifications as provided in section 4 of this agreement. f. Either the City or the 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 sufficient 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 the Developer/Owner. The Developer/Owner shall pay to the City the reasonable and necessary cost of the performance within 30 days from the date the Developer/Owner receives notice of the cost of performance. In the event the 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 in equity for such default. 14. FORCE MAJEURE. Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 6 of 12 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; epidemics; 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 Wastewater Improvements, contracts for testing services, and contracts with the contractor for the construction of the Wastewater 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 may be obtained from the Texas Department of Insurance by calling the toll-free telephone number. 17. DEDICATION OF WASTEWATER IMPROVEMENTS. Upon completion of the construction, dedication of Wastewater Improvements will be subject to City inspection and approval. 18. WARRANTY. Developer/Owner shall fully warranty the workmanship of and function of the Wastewater 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, Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 7 of 12 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 wastewater 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 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. Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 8 of 12 (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 INTEREST. 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 Interest form attached to this Agreement 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/qovernment/citv- secretary/conflict-disclosure/index Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 9 of 12 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 becomes effective and is binding upon and inures to the benefit of the City and the Developer/Owner and their respective heirs, successors, and assigns from and after the date of final execution by all parties. Remainder of page intentionally left blank; signature page to follow. Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 10 of 12 EXECUTED IN ONE ORIGINAL this U day of v*6( , 20 2 . ATTEST: ORPUS CH 1rd Rebecca Huerta re e J. R. mond III, AIA, CBO City Secretary •ire, or of ►evelopment Services 6f 6 04 a° AUTHORIZED BY COUNCIL leg dO- od4 sEcKtrwr APPROVED AS TO LEGAL FORM: g-Z,t (l\ bilk. )0-ti?"211 Buck Brice (Date) Assistant City Attorney For City Attorney Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 11 of 12 DEVELOPER/OWNER: MPM Development, LP P.O. Box 331308 Corpus Christi, Texas 78401 By: 00/ Moses ostaghasi General Partner STATE OF TEXAS § v�'c_ C § COUNTY OF § This instrument was acknowledged before me on yr tr Y) , 2QJby Moses Mostaghasi, General Partner of MPM Development, LP, a General Partner, on behalf of said corporation. \\\\\\\��40 ACE C Ei 4'//,// ✓%� ,LPN rRy P & ' Notary Public's Signature o -�'••. %\ -5T +P '•.'O O F Z % . //////,• �-1 O as°�\\\\\ � Standard Form Wastewater Trunk System Trust Fund Reimbursement Agreement Approved to legal form BB 4.2.21 Page 12 of 12 EXHIBIT 1 PLATOF GOODNIGHT-LOVING J— l SPATE OF TEXAS { ROYAL OAK SOUTH TRAIL COUNTY OF NUECES { A 20.261 ACRE TRACT OF LAND, MORE OR LESS,A PORTION OF LOTS 8 L 9, ARTEMUS ROBERTS SUBDIVISION, A MAP OF WHICH IS RECORDED IN VOLUME HIIRDOCK DR. WE AMICI PROPERTIES.LLC.HEREBY CERTIFY THAT 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 405, ABS. 567, NUECES COUNTY, TX OF THAT WE HAVE HAD N LAND SURVEYED MID SDEDIC DTIED CORPUS CHRISTI, NUECES COUNTY, TEXAS N I lr 1 AS SHOWN,THAT STREETS AND EASEMENTS AS SHOWN HAVE BEEN HERETOFORE DEDICATED, OR IF NOT PREVIOUSLY DEDICATED,ARE HEREBY DEDICATED TO THE PUBIC USE FOREVER y ICI AND THAT THIS PLAT WAS MADE FOR THE PURPOSES OF DESCRIPTION AND DEDICATOR. S CRIS:LH TRAIL THIS THE DAY OF 20___. r� SEDALIA TRAIL MOSSA MOSTAGHASI,PRESIDENT e MCNIRTON STATE OF TEXAS { // / RDAO COUNTY Of NUECES { 'SITE' THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY MOSSA MOSTAGHASI,PRESIDENT OF AMICI PROPERTIES,LLC. 0 250' 500' 1000' THIS THE DAY OF 20.._, SCALE: 1'= 500' NOTARY PUBLIC, IN AND FOR THE LOCATIONI' 0 MAP STATE 6'TEXAS STATE OF TEXAS { COUNTY OF NUECES { I,NIXON M.WELSH,REGISTERED PROFESSIONAL LAND SURVEYOR OF BASS.6 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 { COUNTY OF NUECES { BASS & WELSH ENGINEERING DAATTE E.NO+TTED.10/14/23 NIXON N WELSH, R.P.L.S. THE FINAL PLAT OF THE HERON DESCRIBED PROPERTY WAS APPROVED BY THE TX SURVEY REG. NO 100027-00, TX ENGINEERING JOB NO.:21038 DEPARTMENT OF DEVELOPMENT SERVICES OF THE COY OF CORPUS CHRISTI,TEXAS REG. NO. F-52, 3054 S. ALAMEDA STREET, PLOTESCALE.SAME CORPUS CHRISTI, TEXAS 78404 SHEET 1 OF 3 BRN A WHITMIRE.P.C.CFA.GPM DEVELOPMENT SERVICES ENGINEER STATE OF TEXAS { LEGEND: DATE COUNTY OF NUECES { WE, (NAME),HEREBY CERTIFY THAT WE ARE THE HOLDERS OF DE DRAINAGE EASEMENT A UEN ON THE LAND EMBRACED WITHIN THE BOUNDARIES OF THE FOREGOING AMP AND THAT STATE OF TEXAS { WE APPROVE THE SUBDMSION AND DEDICATION FOR THE PURPOSES AND CONSIDERATIONS D.R. DEED RECORDS, NUECES CO., TX THEREIN EXPRESSED. COUNTY OF NUECES { M.R. MAP RECORDS, NUECES CO., TX BY: THE FINAL PUT OF THE HERON DESCRIBED PROPERTY WAS APPROVED ON BEHALF OF THE CITY OF CORPUS CHRIST,TEXAS BY THE PLANNING COMMISSION. O.R. OFFICIAL RECORDS, NUECES CO., TX TITLE: THIS THE_DAY OF 20 UE UTIUTY EASEMENT STATE OF TEXAS { MICHAEL MILLER AL RAYMOND.III,ALA COUNTY OF NUECES { CHAIRMAN SECRETARY y0IES 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 NAILS OR CHISEL MARKS AT LOT (TITLE),OF CORNERS IF POSSIBLE AU_IRON RODS SET CONTAIN PLASTIC CAPS LABELED BASS MID WELSH ENGINEERING. THIS THE_DAY OF 20_, 2. THE RECEMNG WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE OSO CREEK. THE ICED ABS NOT CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO CREEK,BUT T IS RECOGNOED AS AN EMAROMMDRALLY SENSTNE AREA. THE OSO CREEK ROWS DIRECTLY INTO THE 05O BAY. NOTARY PUBLIC, IN AND FOR THE TCEO HAS CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO BAY AS TIE STATE OF TEXAS STATE OF TEXAS 0 'EOCEPTONAL'AHD'OYSTER WATERS'AND CATEGORIZED THE RECEMNG WATER AS'CONTACT RECREATION'USE. COUNTY OF NUECES { 3. THE BASS OF BEARINGS IS THE STATE OF TEXAS LAMBERT GRID.SOUTH I.KARA SANDS,CLERK OF THE COUNTY COURT IN AND FOR SAID COUNTY, ZONE.NAD 1963. DO HEREBY CERTIFY THAT THE FOREGOING INSTRUMENT DATED THE 4. THE ENTIRE SUBJECT SSE IS IN FEMA ZONE X,OTHER AREAS.MAP NO. DAY OF 20_WITH OS CERTIFICATE OF 48355CO285G(10/13/2022). 5. LEGAL DESCRIPTION:A 20.261 ACRE TRACT OF LAND, MORE OR LESS,A AUTHENIIGTON,WAS OLEO FOR RECORD IN MY OFFICE THE DAY 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.. CWATY, TX AND PERT ION BS I.F SURVEY 405, ABS 567, MJECES COUNTY, TX. AND DULY RECORDED THE DAY OF 20_AT Approved bythe Planning 5. THE TOTAL PLATTED AREA CONTAINS 20.261 ACRES OF LAND INCLUDING O'CLOCK M.IN THE MAP RECORDS OF SAID COUNTY IN 9 STREET DEDICATIONS. Commission On November 1, 8 THE YARD REQUIREMENT,AS DEPICTED.IS A REQUIREMENT OF THE UNIFIED VOLUME PAGE_INSTRUMENT NUMBER WITNESS 2023 DEVELOPMENT CODE AND IS SUBJECT TO CHANGE AS THE ZONING MAY MY HAND AND SEAL OF THE COUNTY COURT IN AND FOR SAD COUNTY AT CHANGE. OFFICE IN CORPUS CHRISTI.NUECES COUNTY,TEXAS,THE DAY AND YEAR LAST WRITTEN. 5. ALL DRIVEWAYS TO RESIDENTIAL AND COLLECTOR PUBLIC STREETS WITHIN THE Br' SUBDMSION SHALL CONFORM TO ACCESS MANAGEMENT STANDARDS OUTLINED DEPUTY KARA SANDS,CLERIC IN ARTICLE 7 OF THE UDC. COUNTY COURT NUECES COUNTY,TEXAS 25' DELHI PIPELINE EASEMENT, V. 1965, P. 30], D.R., N R.TYING TD MAP, V. 68, P. FD 5/8'I.R WITH ICIER' B53, N R.THIS EASEMENT RELEASED D. CAP LABELED ALCQiDING TO DOCUMENT NO.2017008343, NORTHWEST CROSSING UNIT 8, URBAN ENGINEERING NDRTHVEST CROSSING IMiT 8, p•Ip0.1NE QlETHNE�T%SRRC WED SITE A V. 68, P. 852 L 853,M.R. y V, 68, P. 852 6 853,M.R. is I aI LC) 0 34 II pl 3433 151 23130 29 28726 _N89512'I'8'E4 1140'23 _12221 20 19 18--51E--urrRL }- J t- _ E A `�I �55.00' S0.00' UE S0.00' S0.00' 50.00' 50.00'-3' 50.00\ 50.�0' S0.00' S0.00' S0.00' S0.00' S0.00' S0.00' U�50.00' S0.00' SS 00' N 15'IL DDG NO. I 2007004291, a R 1 1 \ \ g $ 1.!: � I 0 \ 0.53115 AC.TRACT' 1 0 2 0 3 o 4 o 5 6 o 7 o 8 \ 9 y 10 o 11 12 '^ 13 o 14 p1 IS y 16 LOC. R NEL 171,Z 1,?:, I^; 7133 SF 6504 SF 6503 SF uu-S 6503 SF•-?6503 SF 6503 SF-uA 65D3 SF ?6503 SF 6502 SFy$6502 SF*•4 6502 SF 6502 SF'-S 6502 SF^9 6501 SF.-$6501 SF .6501 SF V 17El CORPUS CHRISTI 0 1 IC O" O v p v SFr, ;•,.: • O.+i P V • ❑p P V • P PO V ,,, O rO m IO m V p':1 1?!N P V P V Gv UIv 1v 1m Y V W r,',;. 1. 9 V Z A I8 im' • -i -Jv u 9 m m m m m PT 1 m m m m p C NON y I m Ir�i �Q YR 9 C V I4 I 20'YR L45.00_ 50.00' S0.32'5'EE 50_00' 50.00' S0.00' 50_00_ 50.00' 50.00' 50_00_ 50.00' S0.00'5'EE 50_�_ 50.00' S0.0�0-_ 50_00_ 50_00_ O Z r r I�' - - - - S89.12'33'Y 872.18' Z �I� xD2007036968,ACCESS a" I YENNEFER DRIVE r- O.I. -_-_ N89•12'33'E 960.00-_-_---___-______ O I ts'UE LINE 1.0 N ya I I N NB9.12'33'E 890,00' _ OF PROPERTY LINE 3 FD 5/8.1. Y�TH .. • I-45.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' 50.DD' 50.00' 50.00' 50.00' 50.00' 50.00 o CAP LABEL 0 II N89.11' 14' q 2s' - - - - - -2d'YIt y URBAN ENGBEL BRING y 20' - �^ 0 2 ..1.EH 00' O 0 -- 15 OE, DOG NO. •4 I I I ro I o ^ 3 y p ...---���--- 200700429 ia�� 41 .J I S p P V y P - SUB 9, MTEMUS RV'. 1 if ; $ 1 nd V 2 3 4 5 0 6 7 8 9 4 10 11 12 13 4 1t 15 16 0,V 17 rn su3nlvls[uy v. I1. 41, m I7128 SF 6500 SF • 6500 SF • 6500 SF 6500 SF4 21 6500 SF •6500 SF •6500 SF •6500 SF o 6500 SF •6500 SF •6500 SF •6500 SF o 6500 SF •6500 SF •6500 SF P.v M.R., mom E LLc o 6492 SF SF p D ,n -- 4 I m � T- O 20' ROAD ROV CO ED 3Y .y ��2a ROAD Row CLOSED S• cttr �:c �20' CLOSED ROAD ROV 20 ROAD R0 !XI �NO. COI DOC. ORQ DOC I. 200 30' 2,L.R. m m -�-- V. ,�. 41, .R.�@9�12'33'E 110.00' I D p� Na� mG Zit a R� DDa 1a 2DMmo921�R. - LIMIT OF ROAD r m 0 c ROW CLOSURE c 2 5. 1 Lss.00' so.00' 50.00'5'UE 50.00' 50.00' 50.00' 50.00' 50.00' 50.00' so.00' 50.00' sa 00' 50.00'5'UE sa 00' so.00' 50.00' sa 00' c 5500 SF 1 4 41. r 5'UE N89'12'33'E '� p"r y 8 l9 c , 0 P 3 c S $ US '� 0 5500 SF 4. 1 ??I y y I y. y c $ y I ^' �i 36 $ 35 34 33 32 $ 31 30 29 28 $ 27 26 25 24 $ 23 22 21 r;,$ 20 I. V y ii 1 0 7128 SF u 6500 SF • 6500 SF • 6500 SF •6500 SFr^a, i 6500 SF •6500 SF •6500 SF •6500 SF c v 6500 SF •6500 SF •6500 SF • 6500 SF,;,+6500 SF •6500 SF •6500 SEP v Z 8Irn rv • ' m P V p o p.V m� ' V 14i 2 ^ Im $••-I $v S- cB. 89 r•, N'n FAA 0 4 c 7 u o ,., m 0 $ IV I im!A P 5500 SF o ool m m Zp` NjI $ S o i N89.12'33'E _ 20'YR �0 YR _ :I o< Ipi,,.!., y0 110.00' 25' I 25' L 45.00' 50.00' 50.00' 50.00'5'EE 50.00' 50.00' 50.00' S0.00' 50.00' 50.00' 50.00'S'EE S0.00_ 50.DO' 50.00' 50.00' -50.00_ - C aP n• m °' D I 00 0 5 $ I Er 589.12'33'V 890.00'N y E7 rzl A $ 5500 SF N ____ GERALT DRIVE _ N89.12'33'E 96a 00' N89•t_2'33_E 390_00' _ Z I Pi 60' i 10'DE �$ �-- --------- N89.12'33'E 570.00' N89.12'33.E 1204.95' Z I$ • 1a DE a N89.12'33'E 500.00' /c1 I 0-'2 NB9.12'33'[ 1144.93' t- 6 TIE- $lu Dni -1....'4J r 5500 SF �!Nn o r 50.00' 50.00'�' 50.00' 50.00' 50.00' 50.00' 50.00'5'EE 50.00' 55.00' 45.00' y 45.00' 50.00' 50.DO' 5'EE 50.00' 54.00' p I I$ op V141 o 25'0 25' C +P- 20'YR 20'YR o 10 • +I-4 +o c 20'YR y Z EASEMENT ,4 N89'12'33'E 25',;,I 25'v u _ I VIDTH VARIES ' Ito.00' j , r}�{ S �5478 SF Iso ;I Nmi, 9 o� 2 3 4 8q 5 N II. GI 1 0§ 2 3 4 5 6 7 8 9 7 A,� m o 5606 SF P 5000 SF •5000 SF •5000 SF 0:v 5000 SF •5000 SF •5000 SF$ 5000 SF • 5500 SF P c v v V. v I Z P:5000 SF •5000 SF •5000 SF$ IP SSBI SF gym,1© URN B O oo V $ o v $ p,•, m' c t •g`rV,N o v m $ V + I J3 pp �6,P�F5 m m m O m cIo .1 , g 5478 SF m O m l S89.11g'33'W1 1 9.048 O� m$ o m 3 1 A 40.40' 50.00' 50.00' 10'UE 50.00' 50.00' 50.00' 50.00' 50.00' 55.00' 10'UE 55.00. I 55.00' 50.00' 10'UE 50.00' 50.OD' 54.00' I \ S89'12'33'W 1730.29' PORTION BS I.F SURVEY CURVE DATA 403, ABS. 567. 0 25' 50' MO' O R=100.00' O R=150.0043, O R=10.00'00' T=10.41' T=21.23' T=10.00' SCALE. 1'= 50' L=20.75' L=42.18' L=15.71' 20'OB'E 4B'E �27•Y CH=20.7 CH=42.04' CH14.14' Approved by the Planning Commission on November 1, PLAT OF OB D=24.35'58' pD D=90.00'00' 2023 ROYAL OAK SOUTH R=100.00' R=10.00' T=42.94' r=15.71' CORPUS CHRISTI, NUECES COUNTY, TEXAS CB=N134' CD-N44 CH=42.61 26'V CB=14.14' 2'E DATE PLOTTEDA 10/24/23SIITO CH=42.61' CH=14.14• BASS & WELSH ENGINEERING 210311r-SMr2 1%REC.N REC.NO 051 S.-00 EO ENGINEERING SCALE,I..50' REC.N0.PUS],Deese, S.XS 78A SM2EET, PLOT SCALE,SANE CORPUS CHRISM,TEXAS 7840/ SHEET 2 OF 3 50'STREET ROW 28'BB STREET PCCP WON NO 4 DEFORMED B ATS AT TV OCEW PL* HEOHT OF CONCRETE NORTHWEST CROSSING UNIT 8, 1T' I 14' T.O'IYP. V. 68, P. 852 L B53,M.R. 4'WIDE R/C WALKI JCL STREET N �� I �1mg v( 19 lB 17 16 IS 14 13 FD PK NAIL SIDES)COMPACT➢ACID m B6x 4'WIDE R/c WALK IN_ STANDARD PROCTOR DENSITY(BOTH __J_�'yE_N�9'1�48'E l�0' _ __ _�_ sIDFs)AND uNTrER wA1Is(TYP.) D•R/c HEADER CURB i_ __ _� (eonT SIDES of STREET) 50.00'-5Q 00' 30.'7'--92.92'- B'LIME STABIU2m SEDGRAUE TO 2'BEHIND CAD BOTH SIDES OF iA y' STREET MID COMPACTED TO BST( OPTIMUM PROCTOR DENSITY WITHINB © i p ♦/-IWO PERCENTAGE POINTS OF OPTIMUM MOISTURE.UME SHALL BE 19 o APPLIED AT THE RATE OF 56 FIT DRY WEIGHT OR 34 LB/SY(TO BE Is n^ ❑ 16 O 17 $ fe $ 7593 SF T4. VERIFlED TIRWGH GEOTECHNICAL TESRNG).e'THICKNESS BENEATH 6481 SFN Yf N 20 CkG AND TO 2'BEHIND CAC n -I-I op v 6501 SF c V ry9/ 11944 SF L. Z •V r9N 6''m y ti 40' m m ; O # TYPICAL STREET SECTION - 50' ROW Cl pus Il �' J TI 2d Y 45.11 T f \' (0 C' (n i CINtVE DATA 70 _ _ - / g O 8 , ©D.90.00'00' ©D=1721'57'07' ©D=90.01'23' ❑ 50.00'5'EE 50.00' 27.18' i. `'y �, O 6.»� R=10.00' R=45.00' R=t S.00' 3 •, T=10.00' T=730.71' T-15.01' SRN'12'33'V 87'�,18' F 21 u " u9 , L=15.71' L=135.84' L.23.57' 8640 SF 'T z CB=N44.12'33•E CB=N45.44'12•Y CB=N43'46'45'V :(1 1� N y.;o CH=14.14' CH=89.83' CH=21,22' PI YENNEFER DRIVE It; ' ''.I y < NB9'12'33'E 960,DO' Ig IE o y D=41.31'48• f9 0 D=90'00'00' OH p S89.12'33•V R=10.00' R.35,00' C N89'12.33'E 890.00' (rl 115 26' 1A T=10.W' T=13.27' N `!� y ,R L=25.37' 50.0d 50.00'5'EE 45.001 . 1 yq (A) s(�v L=15.71' © 22 I W r-> CB=N45.47'27'V CH.-SIT 27'Y _ - �,.1 - 25' m 6333 SF oa rc� CH=14.14' CH=24.B2' -I I 25' o S89'12'33'W I O p O=41.25'19' O D=89.58'37' -H (^ R=35.00' R=15.00' 16 17 �,c IB I I 130.00' I T=13.23' T.14.99' 6500 SF o.1.7128 SF c I I 23 I L-25.30' L=23,56' tl $ 6500 SF CB=S68.29'54'Y CB=S44'13'15•A ENTERPRISE PRODUCTS PIPELINE APPRO% _,�TO . ,} 0(- CH=24.76' CH=21.21' 20' ROAD ROW CLOSED BY CITY R I$ 31 ROUTE AS TRACED(NOT SURVEYED ON THE COUNCIL. ❑RD. IC 025953, m y GROUND)AR FROM TX RRC VEBSITE, p I I SB9'!2'33'Y I ABANDONED ACCORDING TO TX RRC DOC. NO. 200/0309E2. D R. 130.00' 20' ROAD ROW CLOSED BY CITY e 1 D ; I I DOC. N, ORD. NO. 02399, I :I N coc No 2RD. NO.22 DR NORTHWEST CROSSING CHURCH y I� 65' Q 24 TRACT,BLOCK 1, L07 1, 50.Od 50.00' S'UE 55.00' Q V. 64, P. 70, M.R. �1 I rAA y1 m V I$ 6500 SF SI FD 5/8'I.R. sD.aG'-Seg(F'33'17 s'uE 1 77, I'C SB9'12'33'Y I N89.12'33'E 660.00' �Fn a/e I.R. i A IP 130.00' �00,__SO,DO-_Sa 00'- O0,00'_-50,.D0-_XL 0D'-_OD.DD'--50,.D0_-50,T• -_i.5,_D0'-�5,�''l-SrUE.00',_-fi 39II__ o Q 0 I P m.• r fO 7.5'UE $ 7099 pF 4(^ 21 20 $ 19 ,u of ,I $ 6500 SF c yp 0 38 N I p 1 6500 SF c •7128 SF 1 o $ I' 130.00' IAI 9 -0 28 29 30 31 ,-c 32 33 34 35 -? 36 37 4950 SF.A .{ �Iv o 5500 SF .5500 SF .5500 SF .5500 SF 5500 SF .5500 .5500 SF .5500 SF8...4950 SF .4950 SF. $V $ I 589.12'33'Y ,Sjr v P`! p Vi m.. I o N `I I� 1 cI Im 27 R B R B P Pl y CT B LI Ir7 ('1 ri I 26 0 (w I,,5940 SF m m n, o I o.,❑ r Z P. 6258 SF PI o -:D'Yg- - _ L SO'YR/u� - ' B - > 25' 25' , o i5 D � 50.00' S0.00'3'EE 45.00'� I 120.00' I ��00' S0.00' SSE 50.00' S0.00' S0.�' S0.00' S0.00' S0.00' S0.00'�E 45.00' 4S 00' 4S.00' �,y.�§'+ 0Y Z rn S89.12'33'V 890.00' D E . S89.12'33'W 754.96' u 1 p z 13 b '*1 u N89'12'33'E 960.00' _ I ___ GERALT DRIVE _ _ _ - N89.12'33•E 814.95_-__ __--_---------fTl I❑ A N89.12'33•E 1204.95' w,Q N IZ O 9.1 CI 3 ul N89.12'33•E 1144.93' 70 54.00' 50.00'W Er-50,00' 50.00' 55.00' 50.00' 50.00' 50.00' 50.00' 5"EE 50,00' 50.00' 50.00' 50.00' 50.00' 50.00'5"E 50.00' 50.00' 50.00' 40.93' . to 20'YR y 4 y C3 2d YR y y o �g o 0 ❑- 4 5 0 • 6 7 e 9 10 0q 12 13 14 15 89 16 17 18 19 02 20 21 22 8! �°;J0 • . 5400 SF P 5000 SF .5000 SF .5000 SF . 5500 SF .5000 SF'P' ..0 SF . 5000 SF .5000 SF .5000 SF .5000 SF P„5000 SF . 5000 SF .5000 SF .5000 SF P 15000 SF .5000 SF .5000 SF P v ali$ o� S N A' Pio rl o V 0 m $m 0 m5 23 543 SF] 8 40' I m z� -I _ -5DbO� se.Da 54.00' 50.00' 50.00' 10'UE 50.00' .00' 50.00' 50.00' 50,00' 50.00' 50.00' 50.00' 50.00' 50.00' 50,OD' 10'UE 50,00' 50.00' 55.89 `\ 5'UE, DOC. NO. S89'12'33'W 1730.29' 1 SD, 0.R. PORTION BS 6 F SURVEY Approved b the Planning ENTERPRISE PRODUCTS PIPELINE APPRO% 405, ABS. 567 DD Y 9 PLAT OF ROUTE AS TRACED(NOT SURVEYED ON THE Commission on November 1, ABANDONEDGROUND) RACCORDOM TX ING TORC BTXTRRC 2023 ROYAL OAK SOUTH CORPUS CHRISTI, NUECES COUNTY, TEXAS 0 25' 50' 100' DATE PLOTTED 10/24/23 BASS & WELSH ENGINEERING ram.1°'PLAT-SHT3 11= 50' TX REDUDt NEM 21038 SEC. SCASCALD .N RUG.NO 3054 5.A TX ENGINEERING ASTREET, SCALE,1'-50' CORPUS CHRIST,TEXAS 78404 PLOT SCALE,SAME SHEET 3 OF 3 EXHIBIT 2 4 lqw UDC Agreement Application Date of Application: 7-9-24 Type of Agreement Requested: Deferment [ ] Reimbursement [,gl 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: $506,137.87 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 [X Phone [ ] Other[ ] If other, provide detail: Company Name entering into the agreement: MPM Development, LP Company Address: PO Box 331308 Corpus Christi, TX 78463 "4‘.-17 General Partner Applicant's Signature &Title Submit Application Electronically to: contractsandagreements(dU)cctexas.com Mall to: Development Services Attn:Business Manager 2406 Leopard St.Suite 100 Corpus Christi,Texas 78408 EXHIBIT 3 `....„o.Ixr,J .PM o �OC� Il[M]PROO MEN]EKl`16 TO w.�ce 411 'e¢x,nn II N HpVAL OAK BOM n9 �/ <A'E CORPUS OU N B009 NMCO OOMN1FY, �X� //// SCALE.I.500' SrE a,arz w�xux« LOCATION MAP x s.o cm zrwm.0 zrEcra,oxs zwE aErcr,o ez,x rwsx Lwn¢K. I FGEND w «x .c caKE,L wx°xxrwax ax.sr rrS KE [u[otMrE roL SHEET INDEX ,xo EwE,ax.. nwwr°uouor'unwrwox awr s aEDt^umo.v " SHEET 1 COVER SHEET AND MISCELLANEOUS INFORMATION mx„c roxc.r,r un.xr rxxs[o rnwnxs sxwE ssr z r¢ L wt rz cmwE rxa.m swrcn SHEET 2 PAVING, GRADING AND DRAINAGE PLAN 6 PROFILE, SWOMP in anon K. `L^'"x[�Ks .µ .,w SS. We.se.rn SHEET 3 PAVING, GRADING AND DRAINAGE PLAN AND PROFILE z iss sun,n Emu smxc Ir.[+rims¢.'.x0°T s w w z ) Rw.rx a wuaErc wLwar tt roe w cuu SHEET 4 SANITARY SEWER AND WATER PLAN AND PROFILE mura - us[..E>0'4 x,s °n xwrwv Ku rnr wxsm rwem.¢t wC rsa ono son. SHEET 5 SANITARY SEWER AND WATER PLAN AND PROFILE 02.2 UK LIKE E' `L^ I urta uEa s.Nza,[.E..E SHEET 6 STREET SIGN AND LIGHT POLE PLAN,ESTIMATE SUMMARY cu.En Idn r i5° ME i»ar W�al'r.rrrsi a,Ks,cDuot,oN N.Kaan.ro smrnns ra.n w cuW.,mE Inww�w w a.m rss Ks corrowmx SHEET 7 STREET SIGN AND LIGHT POLE PLAN nmz .D.n w rxrnr.IalO w cw.E' sa•uo ova\Ea'ExLr.R'rm SHEET 8 STREET,SIDEWALK AND DRAINAGE DETAILS yc rwtoaa0 waved wr.n cvKnL,E EATEN SLEEK U. Kw SHEET 9 PCCP JOINTING PLAN COKE. SHEET 10 PCCP JOINTING PLAN ME. r..x[z.aurze.EKE E.Corms SHEET 11 STORM WATER POLLUTION PREVENTION PLAN,SHEET 1 OF 3 PAVING GRADING AND DRAINAGE NO724 r sxuxx wsxa Ex[ .x sxww rocKO¢t®1.mmw cw A''''' SHEET 12 STORM WATER POLLUTION PREVENTION PLAN, SHEET 2 OF 3 ] t"wc rnx [ s,+.a[. SHEET 13 STORM WATER POLLUTION PREVENTION PLAN, SHEET 3 OF 3 rarxn..cm.t nEE w[t,axs raa.w°uwxc.x°u+wnt.sswwm tt s,a[n °" CALL BEFORE YOU DIG! SHEET 14 TXDOT AND CITY SIGN AND PAVEMENT MARKING REQUIREMENTS AND DETAILS ' u.�rauw.cx. ruaerrrz Fs _ SHEET 15 CITY STORM WATER STANDARD DETAILS wx.w 811� eu. All LONE STAR SHEET 16 CITY WASTE WATER STANDARD DETAILS "'"us+'"rs,w'''''o'o°°'n.xorxo ranrlrwnw.COWP,[Nr tws°r.rxs"n rnwx ss.-w orrw,w xas Ar -ew-s6R-as+. SHEET 17 CITY WATER STANDARD DETAILS ' Utan=w sx,EE r°rn 1 iwDDo'ry oLu nEEwr:l;' SHEET 18 CITY CURB RAMP STANDARDS caussAnoss ' w nE-as car. [eE cuss..swxow sntw.swx z[r¢ mVn wrrs ' axnmc,a"wn cawa xusr.rr rn mK xwxsrr0 n""""""'Kwnr.,t.""m nwn w rE M.D.n,rELx atoms A:xou wOnLarxr.r.D,asEo Cr..,corn..rncw+ ' cw 0„ low x Aux..m-„,,, m°m°r.E. °urzn urzs.rE eran ] °'.: m aa,o nar or camwx:mx.,t rr.," w cw.,.n awnwr.,ox Kw=eise�)n:'�u[.°e.`cwocrz°.,LEAK,] e. wE corn mruaxs.,neon ixrtannorrs axu n er rats tcx or cu.e. , ,o nr n,K,w EEr[a o[,eue. 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' n ea P�.� R R� --sL�1� :e�j.ii' 1 1 — — — —o`— a w67c f., ,o,L�.,r g REP ego.w',>J a'•.• .. • • . 1Y •• �. _MOW . .:.c >@ i._ .'E� Ty ss n 3s suaMP'm N �i ' .1 2 zv Tv—�_'e 4 )I • 1D _ - z a 4 S• DETFNTIUN CALCULATIONS EOATMSFYta !� Y I ,i T ul s �■q'�ip a AL I I,•a• •r� r p a : ` Y � 1 IC \., F 7 •, s 30 30 � � L 4n,tee L' �i.w IC I —©> + m PROFIIF-TFCSAIA DRIVE I . 569.12'33 R 169.0R' 0 S89.32'33'M 1730.29' 'Y / ,.Y L F aUYCa 405,AA SP. 5 00 2Y00 ' 6 3+00 4+00 590 6+00 7+00 090 9+65 La^ ,cu-L rt�0 M ���ssL �ranrc Li iRieaa - Tc.ia Rrina,x �16rt61..1.Nr Lrm -, ni^z u.a Lrux�� TC LT a RTl0.1% ,rLTan,xs 60 Zd la'n. • FL n.m` PROP zvRCP!aIx PROP 24RCP t a IX ,ro 5 o 5�\ nu4xr n T.a. �nlRa n 2419 55 sc PREP 2)•R !CP 0.I; N� 50 An,�11.n.n t m o 50 A PROFILE-YFNNFFFR DRIVE .y an ONO INS ON 1 D ^ TC LT l0.3{ o - .. 65 290 3+y0 s+yB WO 6130 790 m eyo^ 9+L0 10+00 65 f , iNi/ \` p�B JY4 _rt„4n ^--11— ---- — :,Lna Eu. au n.o< 1, :::-:•. 60 R \V p rT TL Rr-�T6_n— TH5 DOCUMENT INTERN 5 R REVIEW FOR UNDER TIE 16�`emw y�'.L1�944._s,M1�ur mn. ' CRTt O,a]X ....../ Z • OF M.WELSH. a/ ,—.5n La,cr. to 1O� Iw G 362.OF BASS AND wELSH EGINEERING.F 3/20/34 12'RCP 11.05X PR®36'R[P!0.06Y. PROP]Y RCP I 0.OK PRE a0 RCP D o CO R 5 NOT TO SE USED FOR 55 n e OM rn�zr RCP I a oer. 55_C CONSTRUCTION OR BOOR.PURPOSES. /_, i 0 ze• So' it u,c 4 1" a.rrJ `w� „ L, •L y,o r a.n La r. m.L4 Lc n a v.w m.n s 1a n m.x/ p scLL PROP 8LI BASS&WELSH ENGINEERING 50 5D y TX SURVEYREG.MO 100027-00.T%ORRNEE INO REO.N0. PROFII E-GERM T DRIVE F-S3.3054 5. STREET.OVEMS CMI5T1•TOGS)t404 PUBLIC IMPROVEMENTS TO ROYAL OAK SOUTH CORPUS CHRISTI, NUECES CO., T% =� PAVING GRADING AND DRAINAGE PLAN I. �� PROFILE, SYOMP 4.��= a PLR.. 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'NRi/++• ,-N3/20/24 0 NI ma 50 50 50 50 twmcl BSI1=1 PROFILE-YFNNFFFR DRIVE PROFILE- IASK[ER DRIVE SCALE.1'•So. THIS DOCUMENT IS RELEASED FOR THE PUREPOSE OF INTERIM REVIEW UNDER TH NOON M.WELSH,P nTs 13+00 14+00 15+00 16+0032,7 or OF TO OABE USED FOR F �;e� 65 s ^1i+00 12+00 17 0 SB+00 19+00 20+00 CONSTRUCTION oR BIDDING PURPOSES r rl 65 N TT,r['��RG'vr�[ix� vT ` W.is m P.A.T. L n r Tea T lii ee IT L T u..r i r 0 �.\Ti T 1[4 T SL PT! .6Y. IT L or.N m C O r i[Ai'.Pir -C LT L RT!O.3X ��.�� [ Au0 / TFwiw/ I 'MORCAN REND a l a 60 —" _ —_ _-Winn--Tern-.Y.-�___ ^ _ a xrIME .60 •i mi tt•ICrL•TpeI OLBS.' C A w IC LT',U.S% U CRT 0.)) 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PIPELINE I APPROR warm As TRACED/NIT SINVEYED EN THE GR..IFR.Tx RRC vOSITL 699+00 1.+.. 11+0005 65+00 2�0 3+00 4+00 65 ligaCMmu �'y<60 II 60 60 PREP PVC VTR Py: M �•II PROP 6P OVVTR 3• 3' DE1N TC 60 ............:� zoo wz. ��� ,wi.�d�, E.w SS��i7iYl'jF Li<''SLIIt�� 55 55 r it it.i..n a /- 55 SO 1111111111 s>.Tv.z•i 2 s 50 50 50 vw PROFILE-SS LINE C PROFILE-SS I INE D SCKE.1,SV IYFNNFFFR DRIVE) IJASKIER DRIVE) THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER THE AUTHORITY OF NIXONWELSH.P.E.NO. 65 11+00 12+00 13+00 1/+00 15+00 16+00si�w ISEwT To sE USED FOR ENGINEERING.E 17+pp 18+00 19+00 20+00 65 cONSTRucnON OR OWING PURPOSES. PREP PPVC VTR 3' PROP B•PR;VTR Y PREP PPE,VTR Y CLEAR BELOW TC- CLEAR BEL]M TC i W Or CLEAR sly 1C R• ii ts1.g,$ _ u• 1rt Y mv•.r as F.La60 I II w •I H I I �_._-_ �.:L PRIP CC)SMIILi SG]K__-_ 60 o -�F --_____me..-----••_ ._ BASS do WELSH ENGINEERING jw -=- :•may' �i p -BS•eRtOP-'Y- -�---PROP xITACR-R'0.-Tr"-�'- - T 1A:Yt r!~.---- -- _ • -- PPm'p Tx SURVEY REG.x0 TOODZ)-BD.TX ENOIxETAWD REG.NO. O Z !O.OB>. I R cI_ "r-- - - 7---- ^- O.•a \' F-32.3Dw S.NAME.STREET.CORPUS Mt6B.TEAS)BUNT "�55- T� \\` PUBLIC IMPROVEMENTS TO ovU RCr �� I$mr.•.w nxr� P. s'Y r" ROYAL OAK SOUTH L• P N, a sr.'al.a.FL•A•• LAID.0 CORPUS CHRISTI, NUECES C6, Tx - Ss..••x x A�•��n sr _==� '.='' ',� SANITARY SEWER AND WATER PLAN 50 50 ����� AND PROFILE PROFIT E-SS I fNE E(GERM T DRIVE) .5 ^ Ivo woo '•"eL �` m Mt OS Sie 3. MM VOCIPOrt O lj° n iN+Esi CROSSING 31 B. �. Oa&wl¢s S YA011311 KLE Ye�ESP CROSSING B;— ESTIMATE SUMMARY ii_g,—ELL O ao I �N F— —6 S2sa�3� ]p e. \— —r as` 89'il2' B'E1N 1140' i� now�.D� mar Re mom MINIM soa no. no mom= N • )O \�" le O u is .•..e law OM a r«...<wa 33 a \ 9 10 11 13 IS 17 r vs. KV all f F.c Rmr cRRlmw FRs WEE WKS OF e 3 ! s you i� a,..M.MO RWa.N N: E go DICAVATVI Moor MT nsmn e.snl MO a TRACT. 6 ,I.y silaia[aaAA.no—f u caret i 102 on,SSW Rsa,Rwm,m«. : OF ••RN \ nomrtoar.,e m I u stlJ� ly LL. ?Lam vENN[FER OF LEY ?KNIK RoF WPM WV DC i •] �_ o� .s•F AYE— —O s•a�c rrt L P SO'IV y al 11 NW la LI r«rz yaw HAM PPP/ MI II zrc YR n I f li I e 37 II le B — a 1ocrpe 5 69 0 3 l _so_ 1 e Dt a R 131107110,1a rr v � i la o I la V •� IIIIS wawi tiL -- � o>r L mason. 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F-52 30a S.AAYETM STREET.CORPUS ONR61I.OEMS 70104 PUBLIC IMPROVEMENTS TO ROYAL OAK SOUTH CORPUS CHRISTI, NUECES CO., TX =.= . STREET SIGN AND LIGHT POLE PLAN ESTIMATE SUMMARY e'.���� a eraen m wa/ earl«J!_ NETNNIST CROISING UNIT O. 13 ,s—� 16'v1 Mir '518:1—�140:—.�—u j— /n me n —rTlt ----1 o 6 s 16 17 m o N 8 _ -R..M--V i % 8 a `i� ,7\ g AW„ TENEfER OR MSTLIW, g bei i ,f :d /I . I 1.7 i $ 16 17 n I I o ENTERPRISE marucrs EI PP OSP e aS WPM h' 't r — F 4 IRE.a TOE hi QUEvRwcT�mE c 18 c n✓RO _48 AEAxnucD AEGwDIw n ---- I R NE .N:,:taieR°r NORTHWEST CROSSING CHURCH I I. v iMCTalaCX 1,N Y. --TIE—— u I.R Cos1 7a I 65' F I N89.12'33'E 660.00' u 11 21 eo I I IL, a VI F�' IF O n r+ >0 31 3e 33 >. 2e r ,R T,off/ 'S00•K'01'E 260.OD' I n ISA RIP YR IR.0 + / LI M 1 f— 9[E o=2 _r.E —_J .. o R/E 7I— x� ------t�1 CEDE 6111'n. LE COM ST,136, DERRLT DRZ CL RAND O6U 9FE = R 6 D . „ „ 7 1. x, 3 aJ [---- 1aC 1 .1aNNGA \x SB9'12'33'V 1730.29• ' vv,aR ENTERPRISE PR®ICTS RIPSAW MTV= TRACED IN TIE GRpNEROI RRCC rERSTEI A3NRbED ACCIIRDiw TO TX RRC 6 0 25' SO 1W SCALE,DA SR THIS DOCUMENT IS RELEASED MN TIE PURPOSE R INTERIM REVIEW UNDER ME AUTHORITY OF NIXON M WELSH.P.E.NO. 36240 OF MSS AND WELSH ENGINEERING,E 52.IT IS NOT TO BE USED FOR CONSTRUCTOR OR BIDDING PURPOSES. BASS&WELSH ENGINEERING n SURVEY REG NO 100037-00,n ENGINEERING ROD.NO. E-32.X.S.ALNIE01 STREET,CORPUS OHRE,TEXAS 70101 PUBLIC IMPROVEMENTS TO ROYAL OAK SOUTH CORPUS CHRISTI, NUECES CO., TX �_—__ STREET SIGN AND LIGHT POLE PLAN LICM qr.w&nal Vr.itt -w wv.wm LSI Mr Ka rlar Az_,..WNW dF dE �..,«m " �M SIC.6..a :ram.w. r�a r wr PCCP CONTRACTION(SAWN)JOINT DETAIL rRlw w AID mn a. I �p®a TM' rsrs °'n7.'''''''A:4.421& NNE I\ MAIL-END OF ROAD BARRICADE p, �, 0 PROPOSEL D FL CP A DS EXISTINGR ASpPLT PA VEME FT INSTAL CATION(OBJECT MARKERS DM4-91 .c.o.1... 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PIPE _Ipm w a ","` pJ �v M. ,�,��,,,, �-a TYPICAL PAVING SECTION SHOWING HEADER CURB DETAIL Q v ve... 110 NM!PP MO>mo0 a..i r TYPICAL STREET SECTION - 60' ROW .ti ___sx..nr.w _. _ No mcuxm R RELEASED FOR . 4 1:1man IRON. z ez.Tr omomrs R R K 1M1 II 1 ¢1 PCs � rx TV. udg o3/20/N 31. ..fore ORM rl ♦.¢4t ru 90W.O NOW PP IrnJ UC rOOP 00-0CMS M vm Oom am v men I.y owe er aBASS AND WELSH ENGINEERING IX REGISIIUTON AO.F-St.1054 S.MAN.SIREET V--MO RIT.TOGS MO. KamY IMW DR m MIR IA o` >• ormwk r`ama r l oo^I PUBLIC IMPROVEMENTS TO UO nR' p2.R r•R ROYAL OAK SOUTH CORPUS CHRISTI.NUECES CO..TX TYPICAL STREET SECTION-50'ROW .. STREET,SIDEWALK AND DRAINAGE DETAILS °m S.IM .0, n.v P. wrz vlrm a. .RRc.i ar_ 11 11 I I_I 3. a NORTHWEST GROSSING UNIT a ®n t .o¢.:At ' v.Li1 CROSSING e q10 NI R B51ll it I 2K tl N-x r3 o„ VF111 ni 81 1-- z�—�-1—+ A —ems-- In lL-- --IN89'12'Ip8'E 1 G' �,... ---1 — — 5'R —--- �Rr 'P9r3 r 9iC— \ \ N =�m„ PST ♦ Q \ \ 0 16 3 5 6 N 9 10 11 IL 13 14 15 J .T� IM ' ro ....a A ,:9 ENS — J MR ryry I �.nT,s_ Watt. 1 41 - .DL -- 11EEM 111i3. 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TH6 DOCUMENT 5 RELEASED FOR '- THE PURPOSE Of INTERIM REVIEW YN6.......- UNOER THE E♦LMIORRR E.NO.35240o NIXON M F BASS AND ELSN ENGINEERING.BIDDING 50.IT15 NOT TO BE �yy/�/[� PURPOSES USED GONSTRIXT1ON DR BI O �30�3♦ 0 25' 50. tar SCALE.I•-SY BASS&WELSH ENGINEERING TX SUEAV RED.MO 105037-00.TX EMONEP R .M0. )-53.30.5.•LAVED.STREET.CORN)5 CNR05U T 1 6EXAS)MO♦ PUBLIC IMPROVEMENTS TO ROYAL OAK SOUTH CORPUS CHRISTI, NUECES CO., TX PCCP JOINTING PLAN ... m w.0. NA ^` .x X tw,m 6YPlL Tum3w_ wP66P.'-B2S0]M.. BYF lPI u 13 1 ; IL -L9 �� 8 - 4Q.- - - = I. _- O 16 19 16 17 b O N v-- • 2..1 TOO . " .mmmm.,, <3. 4 '' 1.--C' . _1_0'. n..N.a.7 io .,N I N � �YG+ICIR1 6 it n„ m E=R /�' 'w.N , `g. i1 w1`�',JON L. .n I $. = L] ENTERPRISE PRODUCTS E r SURVEYED I.1E, I' 8�,+ I ~ xmlTwEST cemslw cxrcx I IL' .J �r ¢p' .n• TucTNnxP io,Iwii1" THi --- l 1u .Se'"ulw.n..t I ( °vrl.R. NI39'32'33.E 660.00' I I OD 20 I IW `+i 1 S I m�n MEET 1 O b H A 01 e:S]L A ]. 35 % % Mr 1 ter.v n.011'`A T FI I 2, .y F.1b1� I .9 1 4i¢�"n1-"gIRIIIV}- •- '�anNF TH - - I24Lz74� inesT..gl�I rEE .Y6 insIN��� Y"P _h_"I,II,INI ..I..4.. =P2u-u u '1" 1"11=1-,.�..1I'"4. =.IMti"I=M N MIMIMI" -I 1 I"ffi I I N NIR .7.I=INIR.1.� R. I '^' I�LL RAND U'wJ_ - - -T-PR - --'" ---- wmLm al .i• MORGAN RD. tIT1 7 B 9 a 1011 •12'MRCD la 1E ENTERPRISElaN w SB9.12'33'4 1730.29' Xi a� I RITE AS TRACEDSURVEYED ON TIE toi)E� i( MS DOCUMENT IS RELEASED FOR THE PURPOSE OF INTERIM REVIEW UNDER T11E IBBY AUTHORiT OF NIXON M.WELSH,P.E.NO OTS 36240 OF BISS AND WELSH ENGINEERING.F -1 52.IT IS NOT TO BE USED FOR l.W4/' CONSTRUCTION OR BIDDING PURPOSES. (2D(2l 0 LT sa IOW SCALE.I,50' BASS&WELSH ENGINEERING TX SURVEY REG.MO 100027-I,TIT ENGINEERING REG.NO. F-52.%N S.AL..STREET.CORPUS CHRISTI.TEXAS 76104 PUBLIC IMPROVEMENTS TO ROYAL OAK SOUTH CORPUS CHRISTI, NUECES CO., TX PCCP JOINTING PLAN nor -C � xo MA 1.1312 IW: -JKL- .T9 awns MA c _ �2 �® N PEROSIww1TB. r51Ng31T0.. ,r. 6 MAR _TIE l 0 3• al b 29 a 26I es 22 21 19 F_ _ ...tom x IDEA 489.121 pe•_X t 1 0' 1 1 N rT 5 ° \ \ 0 16n 1 e a 6 a Lo a 1e 1a a 15 i MI sz cw.0 P.I:n i id eV YR mZ ddI , WOE r 1" El. �Y rENAFER R 1v �Z LF [_ >w £ 10 © 12 13 IN IS 16 Ti 1 1 Y 3 B S 6 i B 9 w•Ww 1e� CCCE —I A—0"— ri-m�nmTD�tin n ono,a onm cros n 6. PK% 2 I I— _ _ — IT —S'I,�- —IIBPlT3Y� —g�— — CO 51__.-2. a 34 3330 2. 261 Y 31 e9 SS tl 24 ea BeR P. la II B -�1I J IE eVYR a 1' YFE 5 !'C P l5 I I— o m m. DERALT R a �lo +m— Eir d 5 "F • ,. . [,_ _,, _ = AI zO;R . 6 T . 0 I a N S riFx�vNtiE9 I 4 "o= vIOLN l 2 9 4 2 y II=Ni Mal, 11 Q A ' 8 0 $B0'12'33, 169.OW IV. 10'UC IV 1E S „er SOT 12'33•V 1730.29' °Q w6 FR .56T. _,yam....... Mrs DOCUMENT IS RELEASED FOR THE .TERN PURPDSE Of INTERIM REVIEW UNDER THE 6 AUTHORITY OF NIXON M.WELSH,P.E.NO. /0/ZA 36240 OF BASS AND WELSH ENGINEERING,f 52 IT IS NOT TO BE USED TOR CONSTRUOTON OR BIDDING PURPOSES. 0 25' 50' l00' SCALE.Of SC BASS do WELSH ENGINEERING Of SURVEY REG.NO 10002E-00,TX ENGINEERING REG.NO. f-52 305.5.MASTS STREET,CORPUS CHIMP.TEXAS 76404 PUBLIC IMPROVEMENTS TO ROYAL OAK SOUTH CORPUS CHRISTI, NUECES CO., TK � __ STORM VATER POLLUTION PREVENTION PLAN �� _ SHEET 1 OF 3 Aw R.. =� um, I cR a — — 055 w� � wRv III tR 19 )1) 16 a 14u MAu POLLUTIONT1N PREVENTION AIVZNOTE[ llro $ CCR ORARY AU -- `1� 38 _LW_ _ __I __ "/ TEMPORARY CONTROI S - "INP IIIII5 — DP/-5Mz ++ L! »..DTFRR.I[FWNK[DWI.IIR[R.WEE Q i. to G G =e SFOIMFNTAGGN SCREENING FENCE - ' 1u \ R' L. P.MNRR NIovANx , „ .1u R oiRwo v 1R atS YEREFER. , d ^-R n "/ s EPROM AM RIMS. I<[MW McT1.MINIMA! 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EE arm RED YF I R= ] 6 ) 6 D 10 11 IE 13 M 13 16 V IR 19 EC E1 a a Ili I IOU[ICC.PC , , IOAc IV UM.<DTFwT S8\y Q SEW 12'33'V 1730.29' ROBE AS TRACED ODITPSURVEYED M GROANER MIN TX RRC ABANDONED KCOIDIIG TITMI AMC D 446s/20/34 0 25' SO' 100' ( SCALE.I'.50' THIS DOCUMENT IS RELEASED GDR THE PURPOSE OF INTERIM RENEW UNDER THE AUTHORITY OF NOON M.WELSH.P.E.NO. T 1°T G TBB O WS N FUR NERID.F CON5IRUCtG OR BIDDING PURPOSES. BASS&WELSH ENGINEERING i]], 1S SONEY ML.10 1000Y)-00.S1RElT, TX ENCANE)R1N0 REG HO. ALWEDA DUIRR CNRISR TE1615)6K6 PUBLIC IMPROVEMENTS TO ROYAL OAK SOUTH CORPUS CHRISTI, NUECES CO., TX �� ��� STORM WATER POLLUTION PREVENTION PLAN :7,.:===== SHEET 2 OF 3 W.�.�� ._� ` wEM w Ho 1l4L ` am MPllm v/IDm.R¢T_Mar le SITE DESCRIPTION N.WaE EROSION AND SEDIMENT CONTROLS PROJECT LJMfi,: ROYAL CAI(SOUTH STORM WATER MANAGEMENT:STORM WATER DRAINI4E WILLBE PROVIDED BY THE STREET SECTION.INLETS AND PIPES. CURB A GUTTER PROJECT DESCRIPTION CONSTRUCTION OF SINGLE-FAMILY RESIDENTIAL SUBDIVISION.THE PRIMARY ACTMTIES WILL CARRY THE RUNOFF TO THE COLLECTION POINTS(INLETS) MAINTENANCE: Al I EROSION AND SEDIMENT CTNTRDI S WILL BE MAINTAINED IN COBB WILL BE PAVEMENT CONSTRUCTION.EARTHWORK CONSTRUCTION.STORM SEWER AND WORKING ORDER W A REPAIR R NECESSARY R WILL BF DONE AT THE EARUFST DATE UTILITY CONSTRUCTOR AND LOT GRADING AND CLEARING AND GRUBBING SOIL STABILIZATION PRACTICES: POSSIBLE.BUT NO LATER THAN T GLLENDFR DAYS AFTER THE SURROUNDING IXPOSFD GROUND HAS DRIED SUFFICIENTLY TO PREVENT FURTHER WAGE FROM HEAVY EQUIPMENT. MOOR SOIL DISTURBING ACTIVITIES: PAVEMENT AND EARTHWORK CONSTRUCTION,LOT GRADING R TEMPORARY SEEDING THE MEAS ADJACENT TO CREEKS AND DRAINAGEWATS SHALL HAVE PRIORITY FOLLOWED BT STORM SEWER AND UTILITY CONSTRUCTION _ PERMANENT PLANTING.SODDING.OR SEEDING BY DACES PROTECTING STORM SEWER INLETS. MULCHING TOTAL PROJECT AREA 20.261 ACRES - SOL RETENTION BLANKET - BUFFER ZONES INSPECTION:ALL INSPECTION WILL BE PERFORMED BY AN INSPECTOR EVERT WEEK AS WELL AS TOTAL AREA TO BE DISTURBED:20.3 ACRES _ PRESERVATION OF NATURAL RESOURCES AFTER EVERY HALF INCH OR MORE OF RAIN(AS RECORDED ON A NON-FREEZING RAN GWCE TO BF I°GATED AT THE PROJECT SITE)AN INSPECTION AND MAINTENANCE REPORT WILL BE WEONTED RUNOFF CDERICIENT OTHER DISTURBED AREAS ON WHICH CONSTRUCTOR ACTIVITY HAS CEASED(TEMPORARILY DR MADE PER EACH INSPECTION. ON THE INSPECTION RESUI TS THE[memS SHNI BF (AFTER CONSTRUCTION): SSW PERMANENT)SHALL RE STABILIZED WITHIN 14 DAYS UNI ESS MilVlllES ARE SCry(yDLiO TO TENSED PER THE INSPECTION REPORT. RESUME AND DO WITHIN 21 DAYS. WASTE WTERIALS: CONTRACTOR SHALL PROVIDE A WASH OUT AREA FOR CONCRETE TRUCKS.THIS EXISTING CONDITION OF SOIL it VECETAINE AREA SHALL BE AT A LOCATION TINT WILL NOT ALLOW ANY DEBRIS OR CONTAMINATION TO ENTER COVER AND TA OF COSTING VEGETATSE LOVER: LL STRUCTURAL PRACTICES THE INLETS OR STORM SEWER SYSTEM.A MEASURES SHALL BE TAKEN TO PROTECT THE SO CUSSIFICADN(USDA)-SOILS AT THE SUBJECT SITE ARE VICTORIA CLAY.0 ro IN SLOPES,VIA SURROUNDING AREA FROM CONTAMINATION.WASH OUT AREA SHALL BE RESTORED UPON PROJECT STL C IS UNDER ULMATON,INTERMITTENT VEGRATNE COVER _ SILT FENCES COMPLETION. ALL WASTE MATERIAL SHALL BE COLLECTED AND SECURELY STORED UNTIL REMOVAL -HAY BALE DAM FROM JOBSRE NO CONSTRUCTION WASTE MATERMI SHALL BE BURIED ONSITE. O50 CREEK -ROCK BERMS NAME OF RECEDNG WATERS: _ONERSION.INTERCEPTOR.DR PERIMETER DIKES SANITARY WASTE: ALL SA RTARY WASTE WILL BE COLLECTED FROM TIE PORTABLE VARY AS NECESSARY. ONERSION,INTERCEPTOR.OR PERIMETER SWALES ANDS NARRATIVE-SEQUENCE OF CONSTRUCTOR(STORM WATER MANAGEMENT)ACTMTIES: _ONERSION.DIKE AND WALE COMBINATIONS PIPE SLOPE DRAINS OFFSITE VEHICLE TRACKING: THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: PAVED FLUMES 1 CONSTRUCT Nil FENCE'CI EAR WORK AREA INSTAL I Art ID (WASTE WATER -ROCK BEDDING AT CONSTRUCTION EDT _HAUL ROADS DAMPENED FOR DUST CONTROL U STORM WATER AND POTARIE WATER).STREET EARTHWORK LAND PAVING MD LOT _TIMER MATTING AT CONSTRUCTION Ear _LOADED HAUL TRUCKS TO BE COVERED W.TARPAVUN GRADING _CHANNEL LINERS _EXCESS DIRT ON ROAD REMOVED ONLY Z. GRADE PROPOSED PAVEMENT TO SUBGRADE ELEVATOR.COMPACT _SEDIMENT TRAPS _STABILIZED CONSTRUCTION ENTRANCE SUBGRADE CONSTRUCT PAVEMENT -SEDIMENT BASINS -STORM INLET SEDIMENT TRAP RE.IMKS:TVSPOSAI AREAS STM•KPII ES ANT R TRIICTFD IN A WANNER THAT TH 3. UPON COMPLETION OF CONSTRUCTION.TEMPORARY CONTROL STRUCTURES _STONE OUTLET TTRUCTSRES NT WILL MINIMITE AND CONTR. E AMOUNT OF SEDIMENT THAT MAT ENTER RECEDING HALL RLMAIN IN PLACE UNTIL LANDSCAPING OR EWSSE'ARE IN PACE -CURBS AND GUTTERS WATERS, DISPOSAL AREAS SHALL NOT BE LOCATED IN ANY WETLAND WATER BOST OR- STORM SEWERS BRREAMBEO. CONSTRUCTION STAGING AREAS AND VEHICLE MAINTENANCE AR 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 BRIDGES,MATTING.FALSEWORK,PILING,DEBRIS OR OTHER OBSTRUCTIONS PUCED DURING CONSTRUCTION OPERATIONS THAT ARE NOT A PART OF THE FINISHED WORK. CONTRACTOR SHALL PROVIDE ALL PERMITS AND INSPECTIONS AS MAY BE REQUIRED BY TEED ANC, EPA.LONTRACTCH SHALL PRUVIOE NEN AND NOT. A RECOMMENDED RWd TOE-IN METHOD ' BRED ANY OR STRAW I FILTER WITH REINFORCEMENT \ `\ ' ® a•(lxm)ro e'(zxm) 21 Y1 J6• MWI.FABRIC IN TRENCH D NIA I,c J (xm a Sum al In) PLAN A WOOD PETS R, N - ,Ip�T DT THIS DOCUMENT IS RELEASED FOR THE 4 PURPOSE OF INTERIM RENTERSUNDER THE AUTHO��'�4,,, ,✓y /`\ @ 338240 Of OF µD WELSH ENOMELRING,F 'V:�nF•Na� M,Ai+•WM✓n /'(I.zm)STEEL OR ti i 'I la sSZ.R IS NOT TO BE USED FOR CONSTRUCTION 6 "W"'N R WOODD�POSIS NMI.R•) „ rI BOOING PURPOSES. )SPACING ELEVATION PLACEMENT FOR BALED HAY / �/ i1 .a aAR T`M` FILTER DAMS R� (S cm) MIN.FABRIC IN TRENCH SITE li6F,Y 1rnsi BACKFlLL 'aW316 FILTER FABRIC 0 2w54F( 'Ar 3•(0.9m)MIN.WIDTH SCALDS 114 SW , (IS cm) LOCATION MAP 03/20/24 ���`VVn�c 1'-41MIN I•DSW raAC AY (O.Nn)MIN NOTE POULTRY NETTING WO -SHALL NOT BE BASS AND WELSH ENGINEERING ALLOWED AS A TX REGSTRATON 1,10.F-32.3034 S.NANTSDA STREET SECTION A-A REINFORCEMENT COPPMS,>IR1411.1flVS>e404 MATERIAL. PUBLIC IMPROVEMENTS TO SEDIMENT CONTROL FENCE ROYAL OAT(SOUTH CORPUS CHRISTI,NUECES CO..TX STORM WATER POLLUTION PREVENTION PLAN SHEET 3 Of 3 11,“Pa µ xo. vram AD M. _MA 606 Mt 0�'WR EN'imTR IA/PNVR NW1.TytR YI_ • 1I ---f-- TRIANGULAR SL IPBASE INSTALLATION GENERAL PEW IREMEHTS CROSSWALK PAVEMENT MARKINGS STREET NAME BLADE SIGN GI __ pf �E - ._.x_.w._,._�`_. JAB fl ..w.,e .. . - ](Name I lT �ii o yB T�C _x. — x..`. ammo.x'N MY... w.x w.NV.SR _ .....,l w . — NOTES, �_ 1 1 rzi r. i r ursLsx-w.rw... r• w t — — — ..� x. .,_.___. _,..__ — Ills I— NOTES, ®a i FOR ASP./ROAVORTS-s.C, .s ate..�r1"..M1.''"... ' CONCRETE ANCMIM .w .HMV ZeNB&'"t'15,6tG'.PR'fAif."!IQ',c+ �„ SIGN MOUNTING DETAILS 11 I I Iii SMALL ROADSIDE SIGNS I E. -. -•^ '-^^r"^ ' TRIANGULAR SL IMAM SYSTEM r '„.,,,-- ....-•••,i.. i.�n -- SID ISM IP-11•DOA Bi 4A` &9,sd"d6,-""-"^ E s�- ....i......., .r_v.. . ��.A..,:.: -.....I•�.Y'- Mp CONTRASTPo5w.w c5 -Ay, L3 ' --, ..• Ra[pp[rz wwwxrs 5[xL.xis. REQUIREMENTS FOR RED BACKGROUND REQUIREMENTS FOR MITE BACKGROUND REGULATORY SIGNS REGULATORY SIGNS m. .,.n.. • ��((D n ,IAtv.o.OPS ADO RRrAAHM me Innlnlw WON YI IMO ELD.to nor uea AND - ....,,. _ - , .' _ IICP V./ v - __ �...�..,. I� I - ..oDEADBEAD. �'== xr ..w.......SPEED , - ti�.,�....-�=14�... s.,.w.w. E� END Li! LIMIT ^""^' - w.m,..'�: .,w....e.w -� \�\ .x... JD • It �Norl WRONG 55 vc .r.- 9'03-STREET NAME SIGN "o MM, \ x ,n ENTER' WAY MICAS MAPLES ..._...,-.. �._....,....._.,...�._ _ .ET .n. u R.N. , NEW 9'03 W/DEAD END OR NO OUTLET SIGNAGE 41 h' MOP aloe a.. .,..re ....wee.e.,..aolibabarl fTABLE wscxs '.' ��m .,,xx ' • >!ie REOUIRELENTS FOR WARNING SIGNS REQUIREMENTS FOIL SCHOOL SIGNS rr WW1. '^x[ioxr to MS Ye4 '°""' wRe♦ Yo / / s„M n~,u gyp'!1 .,.e.„w .....w., 1 rwmr m .Snrtmlm -..• � SCHOOL ....,,...— i r.,:,: f.ISm w ....-.. , © sP[W .,.r—..r.. ..o LENGTH se„ N LIMIT .r.. u.m . 350 MN rx,CxxE56 nxa. I .n.w ��••// 2� r�' »rA_..w' .r ....LA}, 5.062-113a I..WLD CxxowaYrf',RR &11 �s NoN • Irltu IMAM. TYPICAL[,.RRLIS -tNON NIGH INTENSITY fRiva BLUE IOA foot 1 �.OVER rr °-. we w.x x ......... FACE SS SECTION MI r I ......_. -�xw D3 SIGN TO POLE INSTALLATION N1°'°"",,nieie max.,o.r..o-,... 4 LAOF ®. w .0'so sNORNA by. coo A.00•ow.... TYPICAL SIGN maAND MANY.LENtliNma „r,...-, AAY MO F�,Y rr r. ..5,.."..x. REQUIREMENTS f NECESSARY d...,r.. GIIY�- j_AN NO YANA .._._. ...- ....._.- ,ra.r. -n.r--- - r,rf LEnxP ox ,..e.m.ew.."w,....r af. w..r. -"^ coLox ucMRRouxo ^^'.',.,w...'o�.i.a"�""r O0A1SI fwEMW iLT 0/ ...r. - 1,1....m... - 1-IS awe TYPICAL GROUND MOUNTED SIGN PLACEMENT r"'°"""'.O"""'MA41O PM SIN MOUNMO L TA LA LfiteR A Am c. ..i....-.._... rRscM xs ,a 03/20/24 BASS AND WELSH ENGINEERING TM RECNIRATION W.F-53.3053 S.MALEGA SIRIET CORPUS CMRSD,VMS TAW. n.irs MUMMY IS RELEASED FOR INE PUBLIC IMPROVEMENTS TO ROYAL OAK SOUTH MOO OF OASS AND WO-SH N.M.. CORPUS CHRISTI,NUECES CO..TX coxstw.LTnx o.PETTIO.7.17.0uFOR xms[s. TXDOT&CITY SIGN AND PAVEMENT MARKING REQUIREMENTS AND DETAILS PM ate[PN As Nogpss v.. °' R a N`imrm o.VTv. on¢r �.'� "ram Y-1 . .,,,•■• • ®—�� � _ S !�•--, s ` ....�._ •1 a ��'- 1. g.'G-•Y• -:PUT _ �,m',.'33 ' ,�� ` `ir TM 9 13 , c/ I461 =9.T :cELI J A,M'IYrdMMI N,Ia■A �rm�rrarra 7. RAMMAOwraL6r��-' _ _fl_� L J LL __. . a ■ms ®o�raALTrm _._. na _ ■ I I .-�.•...,.., ..._ -.,.�. ..,...� L. �"�_.«.�.:SST" • .— '•':y.•r.r.r' 1e _ �i r ,/{771c- _ ._ * 11 L trs ■ � � _ — d �_ris' !�y ! ' aa"7. � c G'iY ,,•� ° - ... PLO RAN PLAN ,`.�, �� '•• ••••••• • .��fl� ; .enrranri rnrs•�wN■tr mrri■wars rrrr cA■■, r P rsx6..... i 6w I. I. ` RAN NflY OWE -�- ` •T T .,,.. �•4 6CfS.., •�••-� — ,- ,•+,_ `3 i .� , ,�.,. o —�— , oc �_ `ram'T E - . -_w - M _ _ .ci: x�� n`® s..r ' , �Po _�JAL'9s:sn- n �w IIill 1�1 ACASLOT PETAt_ ; T. , k ? h RAM New PICKSLOT DETAIL I■ayWL�� = M'II 11= ._ n. I���I _ 9 ---• G&W SECTION AAA;SEVION11 -- Lsrasz -, :_..11. - _Ax --iA- -.-` r^ COW?SfCrBA 'RAPE SEMEN es ..- - m . i� 1. ib" I r rnrsrWAGAwuraAowrf w. �'S ':G:.s- bp arrrraAe.erAu•warAunwov ':yCngv •_��• SEnAw - -•SECTION °N L=" - i-fY � ='-•` rNKarlAe■wP.6Doawnllarrwrs '...J.f� -- • ° •r.Wacunwaerlt rrRrrrNllyl �rnlr rraMgLr �q •ssrr rtArNA[r•N e..�. • ....,.,�.... ems= .., .--.e., �. JpJ _— rv�'� '=� _ =..72,61 � -�:..-T0w..._... - Ra■wrnNmmcwir — ® .,SiS= ®�.— .- __ _•— fie ...... , "� - ��� lwremtCYSAOLrV" — _ •=•.Mar �' _ . . illYu a .. ..,.s. ;-. - 'Z 1p , — -i ' � , � " �T r�• P • � � � y x is == _ — Lam. ArAN'Arer)A6u■r6rlerawIL66 `--I tr`•I II ® ,... -- �� m._ �F.: •: Lam• liI'Zi:. ,. ... .• _�. AISIAM,41110ASTIY.40.1TIP AIM"TM CIAMINI •,^ 6 Q w w� 11 ,; x®snllau■ew■praeers AL 00.1 rennvsrlZ q} fig _ A . . 1: zarr f : . ,. 7 Secnav - �� J W KENDIVIIAG PRIMP. QNC60I y MA6 :pill:,44 - C� ..�!, 3 -�.Z� x �'� i W.IT 6 NOT ID OE USED FOR ...nRUOnw pp mow PURPOSES. c ... �® ...566 ............ •;..A•=4a-.... . _.,Err••_• B ._.r..-._ _. .�--.`.__.n_•• ; . .�'� _• ...,.. ..,. ` 8.:.+.0� —=�$:• -r.:. -- ®�- `- ', • BASS AND WEm H,-E.NGIN■EKKRING ••�® * Tx AO:61PAlIfA!Ab.P-32.]OS.5.WLM SALEf CORPUs t A:Z1w_..a. F. S. — YYIM - PUBLIC IMPROVEMENTS TO ,■m _ ROYAL OAK SOUTH .1 CORPUS CHRISTI, NUECES CO.,TX IMMI Ia■GOYt • :——• ANKG/INOMIUAM//AN'1NANMO A■IRIP■IiEstmc irALLIN'Ar ..mirii_.w.. ....v.... -`-` __R 03/20/24 CITY STORM WATER STANDARD DETAILS was..... _ _ I _.-n- _. -w...�. ..,. 2 - m-. r I 1■ Im.Oil ' - mw -- i .._ , np D PIBERGLSSS MANN= r® CONCETESMNHOLE r_ P®105 _„I. _ '--' II_E Z. . I�,. r wo"c- �Gb`I -m-TFRP NSERT REINBRRATKIN OF mos NA MANHOLE FRP INSERT PRE SEAL DETAL n I WASTEWATER MANHOLE(BOTTOM FPE�SEAL BRIM � �\�q ��^ • no MANHOLE PROTECTION N UNPAVED AREAS 1 �._- "." �~�• lad f-- r7.".�. GENERAL WASTEWATER CONSTRUCIgN NO1EB (CULTIVATED/SPECIAL) i la� COVER PLAN VEIN I `I -n-"n' w.e. .... i � • r ' I ..o.,.,..... - -I . --• 1^w ... .� .... ... .._ i J .» ._ �- r .-" ,"'- MANHOLE PROTECTgN NIRBANEDAREAS =- .. ---"'" _. FORCE MAIN DISCHARGE MANHOLE DEW- , =,,-,-•b.-•.,,•.,.••-•..wm w,,,,.NLNU II.- BECTK)Na1MgaCOVER RNoa COVER APPiK1VED UST 1 mi.m ap 1 gam LT .,.., J'Lz \ . CASING DETAIL I __ .... \ _. _......„ il - r Tzro SS ABO DETAIL [ • r .rn .... -... • _ -'-- r ' r _ "mnr r .-.� rm. e FRONT "°`°'- CEVIW I II � v _ s A I w - BOLUIRD DEMNL DEEP CUT SERVICE COMECfgN -_ , -_� .-w• ..,�... __ ! EF� M RELEASE VALVE AND MANHOLE ""'--_ 9 - r -ram`- E R • ®•TRENCH MOTELFOR WASTEWATER UNES X ® kA —• -•_ CASING DEWY ANo�AVEMFM REPAIR FOR UIIUTIES 1®IAjj ' I GENERAL NOTES FOR BACKFILL -� I _� , WANED ARGB MMARM N SERVICE CONNECTION NOTES: N .=1..„a==.:..�n 'ffi""...p.L ASING ... r _ ,e�:LT.--��._..- D �.-.T- � _�NOTES: ww.w-_.....n. Ow�w-°q...•-.�o-.-a-•'-_ ..- 1 - PLAN CIEAMOUT BOOT 6 � ...r_-r o. .�:w 'WIL •rase-.=---- k w1 / 6_-.mn -. .y d � r.-.:-� S- m:.rt.---..�-- bi w-. 6 771 ett... `.'V--M1I[ •'- ' `.� ,",,T `\mac .\\. .... ` • •..•.•w•..,•.--.•_.... '^• ..,_. �- — I gECTKkTAA BECTgN Bb -~,.•._ _ - —� .sa, us4Z -� ^ _-- n a wr-nr rr.mw n1.,-wssr- SERVKECONNECTKNIDETALS STANDARD SERVICE MARKER TYPICAL UST IRON CIEN/-0OUT BOOT •...�.w .�e._n vm_o OJ/2O/2{ -n 1 BASS AND WELSH ENGINEERING TX REGISTRATION MD.F-Si DON S.ALAMEDA SKEET CORPUS CHRISTI.XMAS TWA PUBLIC IMPROVEMENTS TO THIS DOCUMENT 15 RP F•SFO FOR THE ROYAL OAK SOUTH PURPOSE OF INTERIM REVIEW UNDER CORPUS CHRISTI.NUECES CO..TX THE AUTHORITY OF NIXON M.WELSH, V.E.NO.OBOAO OF BASS AND WELSH CITY WASTE WATER STANDARD DETAILS ENGINEERING.F U.IT 15 NOT TO BE USED FOR OONSTRUODON OR BOWING -c _ PURPOSES. _ _ a wfOYwmi,. OIWXTi'XF�_m -_ a Pal--n I - M--a 4 - - I s __ _.. i 2 r-.r- ._ .. a-.a --. - -_ m.rar.rllls ___ __ . T.'ET:Z.:II::: _...,..,._... :,:i1..,..._.-.._.�.....,_-_ r.tII—OIIOr.EII INIMMIq - O - c •oassii_�._..-._ �,` — ��P- _... 01 e •_, 'a=7:' " - [ arm m jai 741,3 «MCI ` :t'i i s 4�:.. { •L..•OL.rrlir.IlLL/TM11 rIOILY.OIrAINFML. � _ •__ ,M ear /.IIrOOrO1L. ci ia •.. ,..........._.,...a..,....,.... .... . .._..0 a .1' ?mars-, «.__.�.._.-- s morranar ia.Li _,._..—....� _.M_e_ r •_•__ �.' - _ �__ �iwi�- sad • --- -- Is.66011011.1.1660.0. ---- --- _21.• _- .� _ - — -= re...":.= (0 :was y ._— __ _ q- J—�_ .. �v.. '�a e-��a"r�a:� I�,...E..LL.,_.rra,IL ....71..W:., T q'LZ.YB.?—• O APIIIIMILIITIA y, _ #ag =.. .. �.. . AWNS rrrL .OLOII.Op•Mal 6 �� 9 aar�=='^^T �.Iv�...I.rr == w -^ .,...rr.wlwsa.I.1.0NnL. rld.WII wwiirir 1 r . vF/ \-0 MINI naO RIIC Llr1. ,rwr.r,07*1 ..,rPrrlsLr V.._..a...a.�--"MOM CeialINSOCAMMICI C��- +—v 1 r.A..[MYILCILW/OAIL FM% -- z...T.nm�� i Wyss—J L _ .. _._� —� —__ �, I ! 'J-1I -_ i �_ .•.MLNWAIL _ `ems= i • 3f-Wa_t''a .'ea u ._._.l 8@ wLwlvwnvoommI.rm..meow 1 u — V=-'' :'...... gZla .k......_ arrrr COMIE.•L•r MOTAMIV..L.Otr Igrs val O[r I •rma.stp.c .au...s ——' w/zo/za ..a. e.... .._— ,_ " rlllpl MLwllet.wlAlL .•.... I __I BASS AND WELSH ENGINEERING TX FEPSl.A1.0 HO.f-52.O%.S.ALA EDA STREET CORPUS Cmmsn.TEXAS TIW. PUBLIC IMPROVEMENTS TO ROYAL OAKS SOUTH CoUss,VugicA'aelCORPUS CHRISTI.NUECES CO..TO co.sTn�nw.av auo.c wnwsc s. CITY WATER STANDARD DETAILS . . .. -.1.,,,-„,-...z. r-1::.."1.4..,..'.:... .•=.1:=....;.%-,;:.71::.'1',..="1,f"., _ , "'...7..•".1..,....1,r 1 r'4,,r,-.4-...-1---.7....trz,- ,...•,:::::::s4F...,;:41:-Z.'".r."'" ... •.7-..•"-f.tr".....tr",-...1'.,...tr...-...`a IrFr.r"r:::il",`!".ri i'-,......- _ ,....,....—. •,,,,,,,,,-....=-..'.417V.,.7,41 . .4 f''...,Krei'—‘,::',f0;i71'2";...f,".1",, — _ ..„-.7"...,..:--,,--r-,.....„,. , .,... ,... -.. '.. , ,,R1.2''24'..: . , / _ _ - ,„,..„,„.„„. - - — e.. 4;.5.,.-.4-.i,. - ( ...i.ma ma:7111:: '' ..: ' -% ,' - - .,.•......a «+, :72L'::::-•:::::.., ;i :f-1.-i-, ; — q:', . ‘.'- - ‘ ,...,,,„ •t.--,;„?..-7-z^„ex,-..-,4...---tnz,--. . . rr."7,,,,-7'.:1..":'.'"....;:',,,-• 1 _ — _ «t < .. < — — 1 . _ I ' / . I — '2WAPfrL 03/20/24 BASS AND WELSH ENGINEERING TX REGISTRAR.Na F-52 MA S AIME.STREET CORPUS CHRISTI MOS MO. P'L'Ipgf t're'r'pane"'n'. PUBUC IMPROVEMENTS TO ,.. ROYAL OAKS SOUTH CORPUS CHRISTI,NUECES CO..TX .nr, CITY CURS RAMP STANDARDS gam sPfts(Ps —55-9121¢, co.pox....e me s'n) —.-M,,,,., '3. it 0,,'"., EXHIBIT 4 NIXON M. BASS WELSH ENGINEERING WELSH,P.E., TX Registration No. F-52 Survey Registration No. 100027-00 Email' P.O. Box 6397 Email: NixMW@aol.co Corpus Christi, TX 78466-6397 m Royal Oak South-Cost Estimate SANITARY SEWER ITEMS REIMBURSABLE BY CITY ITEM DESCRIPTION QUANTITY UNIT COST 1 18" PVC PIPE 412 LF $ 675.00 2 MANHOLE 1 EA $ 40,000.00 3 TRENCH SAFETY FOR EXCAVATIONS 412 LF $ 10.00 SANITARY SEWER ITEMS 11% ENGINEERING, SURVEYING, &TESTING 7%CONTINGENCY SUB-TOTAL 2% BOND TOTAL REIMBURSEMENT 3054 S. Alameda St. 4/3/2024 TOTAL $278,100.00 $40,000.00 $4,120.00 $ 322,220.00 $23,128.60 $14,718.20 $360,066.80 $4,962.14 $365,028.94 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 of Corpus Christi,Texas City O Department of Development Services 1. j P.O.Box 9277 Corpus Christi,Texas 78469-9277 NM Corpus (361)826-3240 Located at: 2406 Leopard Street = Christi (Corner of Leopard St.and Port Ave.) DISCLOSURE OF INTERESTS City of Corpus Christi Ordinance 17112, as amended, requires all persons or firms seeking to do business with the City to provide the following information. Every question must be answered. If the question is not applicable, answer with "NA". NAME: MPM DEVELOPMENT, LP STREET: P.O. BOX 331308 CITY: CORPUS CHRISTI ZIP: 78463 FIRM is: ❑Corporation 0 Partnership ❑ Sole Owner ❑Association QQ Other DISCLOSURE QUESTIONS If additional space is necessary, please use the reverse side of this page or attach separate sheet. 1. State the names of each "employee" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Job Title and City Department(if known) N/A N/A 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Title N/A N/A 3. State the names of each "board member" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Board, Commission, or Committee Mossa Mostaghasi Capital Improvement Advisory Committee 4. State the names of each employee or officer of a "consultant" for the City of Corpus Christi who worked on any matter related to the subject of this contract and has an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Consultant N/A N/A CERTIFICATE I certify that all information provided is true and correct as of the date of this statement, that I have not knowingly withheld disclosure of any information requested; and that supplemental statements will be promptly submitted to the City of Corpus Christi, Texas as changes occur. Certifying Person. MOSSA MOSTAGHASI Title: GENERAL PARNTER (Print) Signature of Certifying Person: Date: 12-18-2023 A.DEVELOPMENTSVCSISHARED LAND DEVELOPMENT DINANCE.ADMINISTRATIOMAPPLICATION FORMSIFORMIS AS PER LEGAL 120121DtSCLOSURE OF INTERESTS STATEMENT!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:IDEVELOPMENTSVCSLSHARED'd.AND DEVELOPMENT,ORDINANCE.ADMINISTRATION",APPLICATION FORMS,FOR:MS AS PER LEGAL\2012,DISCLOSIRE OF INTERESTS STATEME NT I.27.12.DOC