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HomeMy WebLinkAboutC2019-573 - 10/1/2019 - Approved WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT STATE OF TEXAS § COUNTY OF NUECES § This Wastewater Collection Line Extension Construction and Reimbursement Agreement ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipality, and Dorsal Development LLC, ("Developer/Owner"), a Texas Limited Liability Company WHEREAS, the Developer/Owner, in compliance with the City's Unified Development Code ("UDC"), has a plat, approved by the Planning Commission on September 19, 2018 to develop a tract of land, to wit approximately 43.19 acres known as Azali Estates Unit 1, Corpus Christi Texas 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 wastewater collection line extension ("Collection Line"); WHEREAS, under the UDC, the Developer/Owner is eligible for reimbursement of the Developer/Owner's costs for the construction of Collection Line; WHEREAS, it is to the best interest of the City that the Collection Line 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 Collection Line Trust Fund and are appropriated by the City Council; and WHEREAS, the Developer/Owner has submitted an application for reimbursement of the costs from the Wastewater Collection Line Trust Fund for installing the Collection Line, as shown in Exhibit 2, the content of such exhibit being incorporated by reference into this Agreement. 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. 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. 2. REQUIRED CONSTRUCTION. Developer/Owner shall construct the Collection Line in compliance with the City's UDC, the City's Infrastructure Design Manual, and all local, state and SCANNED 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. 3. 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 Collection Line, as shown in the attached Exhibit 3, the content of such exhibit being incorporated by reference into this Agreement, with the following minimum requirements: 1. 15"PVC 502 LF 2. DEWATERING FOR 15"PIPE 502 LF 3. 5'DIA FG MANHOLE 2 EA 4. TRENCH SAFETY FOR SS TRUNK MAIN CONSTRUCTION 502 LF 5. 24"DIA STEEL CASING PIPE BORED IN PLACE OR OPEN CUT 104 LF 1. OVERSIZE 10"PVC PIPE TO 12"PVC PIPE 901 LF DEWATERING DIFFERENCE BETWEEN EXTRA DEPTH OF 12" 2. PVC PIPE COMPARED TO 10"PVC PIPE 901 LF DIFFERENCE IN COST BETWEEN MANHOLES FOR 12"PIPE 3. COMPARED TO SHALLOWER MANHOLES FOR 10"PIPE 4 EA 4. 12"PVC PIPE 137 LF 5. DEWATERING FOR 12"PVC PIPE 137 LF 6. OVERSIZE 8"PVC PIPE TO 10"IN PARHAM DRIVE 120 LF DEWATERING DIFFERENCE BETWEEN 10"PVC PIPE AND 7. SHALLOWER 8"PIPE IN PARHAM DRIVE 120 LF 8 DIFFERENCE IN COST BETWEEN EXTRA DEPTH OF 10"PVC PIPE COMPARED TO 8"PVC PIPE IN PARHAM DRIVE 120 LF b. The plan must be in compliance with the City's master plans. 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. 4. SITE IMPROVEMENTS. Prior to the start of construction of the Collection Line, Developer/Owner shall acquire and dedicate to the City the required additional public utility easements ("Easements"), if any, necessary for the completion of the Collection Line. 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. 5. PLATTING FEES. Developer/Owner shall pay to the City the required acreage fees and pro- rata fees as required by the UDC. 6. DEVELOPER/OWNER TO AWARD CONTRACT FOR IMPROVEMENTS. Developer/Owner shall award a contract and complete the Collection Line, under the approved plans and specifications, by October 30, 2020. WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 2 of 11 7. TIME IS OF THE ESSENCE. Time is of the essence in the performance of this contract. 8. 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. 9. 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 and to the Development Services Engineer by the 60th calendar day after the date of approval of this Agreement by the City Council. c. Developer/Owner fails to award a contract for the construction of the Collection Line, according to the approved plans and specifications, by the 90th calendar day after the date of approval of this Agreement by the City Council. d. Developer/Owner's contractor does not reasonably pursue construction of the Collection Line under the approved plans and specifications. e. Developer/Owner's contractor fails to complete construction of the Collection Line, under the approved plans and specifications, on or before October 30, 2020. f. Either the City or the Developer/Owner otherwise fails to comply with its duties or obligations under this Agreement. 10. 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 the Developer/Owner fail to perform any obligation or duty of this Agreement, the City shall give notice to the Developer/Owner, at the address stated in section 12, of the need to perform the obligation or duty and, should the 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 the Developer/Owner by reducing the reimbursement amount due to the Developer/Owner. WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 3 of 11 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. 11. 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; 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. 12. 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: Dorsal Development LLC PO Box 8155 Corpus Christi TX 78468 2. If to the City: WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 4 of 11 City of Corpus Christi Attn: Director, Development Services Department 2406 Leopard Street 78401 P. O. Box 9277 Corpus Christi, Texas 78469-9277 with a copy to: City of Corpus Christi Attn: Assistant City Manager, Business Support Services 1201 Leopard Street 78401 P. O. Box 9277 Corpus Christi, Texas 78469-9277 b. Notice 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. 13. THIRD PARTY BENEFICIARY. Developer/Owner's contracts with the professional engineer for the preparation of the plans and specifications for the construction of the Collection Line, contracts for testing services, and contracts with the contractor for the construction of the Collection Line must provide that the City is a third-party beneficiary of each contract. 14. 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, the 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. 15. WARRANTY. Developer/Owner shall fully warranty the workmanship of and function of the Collection Line and the construction of the Collection Line for a period of one year from and after the date of acceptance of the facilities by the City's Director of Engineering Services. 16. REIMBURSEMENT. a. The cost for the Collection Line less $67,851.49 lot/acreage fee credit is $139,341.76 Subject to the conditions for reimbursement from the WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 5 of 11 Wastewater Collection Line Trust Fund and the appropriation of funds, the City will reimburse the developer, the reasonable actual cost of the Wastewater Collection Line up to an amount not to exceed $139,341.76 as shown in the attached Exhibit 4, the contents of such exhibit being incorporated by reference into this Agreement. b. 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 Form provided by the Development Services Department 2. Contractor and professional services invoices detailing work performed d. 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. 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. 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. e. 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. 17. PAYMENTS, CREDITS AND DEFERRED REIMBURSEMENT. 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 Collection Line Trust Fund, that reimbursement will not be made until such funds are available, appropriated, and this Agreement has priority per UDC §8.5.2. E. 18. INDEMNIFICATION. Developer/Owner covenants to fully indemnify, save and hold harmless the City of Corpus Christi, its WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 6 of 11 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 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 attorney's 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 WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 7 of 11 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. 19. 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. 20. 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. 21. 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. 22. DEDICATION OF COLLECTION LINE. Upon completion of the construction, dedication of Collection Line will be subject to City inspection and approval. 23. 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. WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 8 of 11 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. 24. CONFLICT OF INTEREST Developer/Owner agrees to comply with Chapter 176 of the Texas Local Government Code and file Form CIQ with the City Secretary's Office, if required. For more information and to determine if you need to file a Form CIQ, please review the information on the City Secretary's website at http://www.cctexas.com/government/city- secretary/conflict-disclosure/index 25. 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. Remainder of page intentionally left blank; signature page to follow. WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 9 of 11 EXECUTED IN ONE ORIGINAL this 13Tday of Dcobxx , 20 16. ATTEST: CITY O, • ' IS CHRISTI ,-- �6� A ie "„A_di Reb cca Huerta • Cym•nd I City Secretary Directo/of De elopment Services For City Manager ..L3M AUTNUK cc. MINIMILL:-..-1,.019 ...111•11111111111PONIMMIIMMIUmftftwo 7-141t1"3 APPROVED AS TO LEGAL FORM: 3E(,PcT v '-A4,#(14 *Ce Fr-I (61 Buck Brice (Date) Assistant City Attorney For City Attorney WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Donc 4fl rnf 44 Dorsal a - -lop ejj•LLC. By: Alex Azali President STATE OF TEXAS� ` § COUNTY OF DIAL § This instrument was acknowledged before me ont17-1-4(c1 2016, by Alex Azali, President, Dorsal Development LLC, a Texas limited Liabil. y •.mpany, a Texas Corporation, on behalf of said corporation. /1 i .. bf�Rfl4 Y P'• • V,4-4 th ti3Viiiiv, PA (ig N®t—. Ib Notary Public's Signature @MOV.. 4424 l--'4.1P''J VP 4TM` CORTNEYBENAVIDES Notary 10# 130877318 tall My Commission Expires °410,,s►' October 27,2020 WASTEWATER COLLECTION LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 11 of 11 al^ MAGEL Et-UX CARMEN CASAS, REMAINDER OF 25 AC. TRACT, PORT. LOTS 7 1 10, SECTION 25, F8&EFIGT, V.'A', I- P.41-43, H R.N.C.T., V.2196, P. 235, D.R.N.C.T. N28°41'25'E 1758.T90' STATE OF TEXAS $ 62.00' 60.00'10'UE 65.90. I o 5' 25'LL 65.00' _5,00' 53.00'10`UE 53.00' 54.00' S3,00 - COUNTY OF NUECES $ Ol �I g I to YV O I WE. (NAME),HEREBY CERTIFY THAT WE ARE THE HOLDERS OF A LIEN 361`18'35'E ON THE LAND EMBRACED WITHIN THE BOUNDARIES OF THE FOREGOING AAP AND THAT WE APPROVE 1- o I w L w NI THE SUBDIVISION AND DEDICATION FOR THE PURPOSES AND CONSIDERATIONS:HEREIN EXPRESSED. kJ 1 21 . 69002 SF a n 7530 SF I wl m f w In AlI1 Q,gi 63�p2 SF • 6360 SF 6,-6360 SF 6480 SF a s I13$6600 SF I 120. 00' �. ''''' '6.31-_ 'i-. m$ "I 7778 SF viii Al \ •" ( ].S. UE, ME X00, R.N.C.T. '711 25'YR I (H25',iI 1 _ yR "- X28'41'25'E STATE Of ICC4S $ MU: 62.W' 60.DO' S'EE 50.90' 25.H , 5S 00' 53.OCL , 53.00' S'EE 53.00' 54.00' 55,J -6. 56' I © ` /�/ COUNTY OF NUECES 3 © W SOR'4I'25'Y' 1320.91' ©' 7 028.41'25'V 321 00' W $ n 6THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY R•10,110' N N28.41'25'E 1400.91' 4. _ qZAL t pRIVE_ X213.41'25•E 364.96'Tv10.00' , OF 0.15.71' h D 6 / 8 / THIS THE_DAY OF 20__, 00.316.413'35•E / CH•14.14' P N2B•41'25'E 1320.92' Q ©/1__ X28.41.25'E 329.36' �./� / (0' 62.00' 62.00' 5'EE 43.90' '-1"11 25'- 30,00' %56.00 56.00' 56.00' 56,00' 95 56' I' IN WI 7_ __ _„I THETASiATC80`CtE%aSAND FOR 2S•WI it / -3j•YR TEMPORARY ACCESS EASEMENT, D.90'00'001.15dr CO -25'Y8-- u u DOC. W1 T415.00' 0- e1 q °I R, in N 0 R.N.C.T. THIS EASEMENT L423.56' p h / Q 'r'8 r'IS - SMALL EXPIRE WHEN THIS CHASTE/18'35'E f • 8 Q E Slo . AREA IS PLATTED CH+21.21' E 21 • 7130 23 ,,, 1, ' 21 /-8 22 23 6 24 • 25 m- 26 ez SF m= 7300 SF - -. 7178 EF 5- 6720 Sr 6720 SF-,..s CI 6720 SF • 6720 SF 5-6667 SF Q ly o ? $ a / " 7"4 I OJ n®9D•oD'oo• W s g T'-, FEMA ZONE A13 (EL 10) 0 QI N g §�8 STATE OF TEXAS p R•15.00' L/ • L=23.56' Z ZO0'. 90"�2�042 �•UT' /- n ml Q w /8576e 5b�6G SD-00 16760'T E 36,Lam' ,IST 1- m § ,��^I. •• COUNTY OF NIECES $ CB•N73.41'25'E ,� 528'41 25'V' 7.3_UC _2;1'Ig„.. $28_4)PS V' y1 CH•21.21 -g , /Q' (E,_ 10) 6 ,-.A DEVELOPMENTAT OF THE SERVICES OF THE CITY OF N DESCRIBED CHRIST. TEXAS BY THE DEPARTMENT OF z FEMA ZONE Al: (EL Ti)m /IV ® FEMA ZONE A13 $1 T : © o ® w $.O G w w w o � 0=90.00'00' R=10.00' 26 • 25 '$ 24 Q " I�"Q- 20 I".I$ 19 18 "' 17 16 n$ 15 :I O F fn' WILLIAM J.GREEN,P.E. T=10.00' 713D SF 6, . 7300 SFT 6I 71713 SFm 6720 SF ° 6720 SF m c 6720 SF • 6720 SF 7-6667 SF I 0 ^ DEVELOPMENT SERVICES ENGINEER L=15,71' - - CB•573.41'26'V /� •- . (/J nl� CH•14.14' ig__ 25'YR - /23. �• " _-_ N 29'YR _"• "I I STATE OF TEXAS 8 DATE 60 00' TEE 48.90' COUNTY OF NIECES $ 1�® \�50.W' 56.03' _36.00' 56.DO' 3'EE 56.CO' 55.56' +✓ S28.Al'25'V 132094' /h ©-, \ THE FINAL PLAT OF THE HEREIN DESCRIBED PROPERTY WAS APPROVED ON BEHALF OF THE CITY A, S28'41'25'V 329.56' TEMP RY ACCESS EASEMENT, OF CORPUS CHRISTI,TEXAS BY THE PLANNING COMMISSION. NPR•Al_25•E 1400.94' KARO DRIVE N28.41'25'E 364.56' OOU' N /_ � �- - - - D.R.M T. THIS EASEMENT THIS TIE_DAY OF Z0� / in WSHALL %PIKE WHEN THIS / IC AREA IS PLATTED S28141'25'V 1326f ' Q (?( N2B'4l'25•E 209.56' 1 P J� Cr'. / 1 1 110.OU' 99.56' _ ERIC NLURRFAL.P.E. NINA NIXON-AIENOEZ,FAICP,SECRETARY , , Hi g w r 10'YR/VE 'jI �0'TR/UC I w=74$ CXNNRMIAA CONTINUED nor";'' pyo 9 „1 W3�IIIl N� mfmlg S28'41'25'14 SHEET 3 UL-,.IQ,/ 6551 SF QI " 0.. �+T� 7778 SF $ 'fm 7100 SF Z� 50,00' 30 g® 7 ®7'1 III_ ,.,..3,6!.. 19.56 AC. TRACT II, STATE OF TEXAS $ O "'/ I 110.00' I •I PS' 25'8 I `4' 120.00' I LI8'8 109.56' 825• 25' DEC.NO.2012015835, 0 R.N.C.T., 'SAI F, �� DORSAL DEVELOPMENT, ICC COUNTY OF NIECES $ ,4561'18'35'E 528'41'25'W 439,56' S61°18'35'E I 5'IE DOC NG. L KAVA SANDS.CLERK OF THE COUNTY COURT IN AND FOR SAD COUNTY,00 HEREBY CERTIFY THAT 287• 97' 19.56 AC. TRACT 11, O.R.M C,T. 55. 00' THE FOREGOING INSTRUMENT DATED THE DAY OF 20_WITH ITS I I DOC.NO.2012015835, O.R M C.T., DORSAL DEVELOPMENT, LLC CERTIFICATE OF AUTHENTICATION,WAS FILED FOR RECORD IN MY OFFICE THE DAY OF _ 20_AT O'CLOCK .M..AND DELT RECORDED THE POWs DAY OF 20_AT O'CLOCK M,IN THE MAP RECORDS I. THE RECEDING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE 050 BAY.THE TCEO HAS CLASSIFIED THE AQUATIC LIFE USE FOR ME 050 BAY AS'ExCEPTONAL'AND'OYSTER WATERS',TCEO ALSO OF SAO COUNTY IN VOLUME_PAGE_,INSTRUMENT NUMBER CATEGORIZED THE RECEDING WATER AS'CONTACT RECREATION'USE. WITNESS MY HAND AND SEAL OF THE COUNTY COURT IN AND FOR SAID COUNTY AT OFFICE IN 2. SET 5/8'I.R.AI ALL LOT CORNERS UNLESS SHORN OTHERWISE,ALL IRON RODS SET CONTAIN PLASTIC CAPS LIBELED BASS AND WELSH ENGINEERING. CORPUS CHRISTI,NIECES COUNTY.TEXAS.THE OAT AND YEAR LAST WRITTEN. 3. THE BASIS OF BEARINGS IS THE STATE OF TEXAS LAMBERT GRID,SOUTH ZONE NAD 1983. 4. ALL OF THE SUBJECT SPE LIES IN ZONE 413(EL 10)ACCORDING TO FEMA 0.000 INSURANCE RATE L.P. BY: COMMUNITY PANEL NO 485494 0540 C,NUECES COUNTY,TEXAS(UNINCORPORATED AREAS),MAP REVISED MARCH 18,1985.EXCEPT FOR AREAS IN ZONE'9'NEAR YORKTOWN BOULEVARD AS SHOWN. STATE OF TEXAS $ DEPUTY KARA SANDS,CLERK 5. LEGAL DESCRIPTION:A 43.190 ACRE TRACT OF LOUD.MORE OR LESS,A PORTION OF LOTS 7,B,AND ID, COUNTY COURT SECTION OS,ALL OF LOT 9,SECTION 25 AND A PORTION OF LOTS 1,5 AND B.SECTION 34,FLOUR BLUFF COUNTY OF NIECES 6 AND ENCINAL FARM AND GARDEN TRACTS,A MAP OF WHICH IS RECORDED IN VOLUME'A',PAGE 41-43. NUECES COUNTY.TEXAS MAP RECORDS,NUECES CO..TX I,NIXON M.WELSH.REGISTERED PROFESSIONAL LAND SURVEYOR OF BASS h WELSH ENGINEERING. HEREBY CERTIFY THAT TME FOREGOING PUT WAS PREPARED FROM A SURREY MADE ON THE 6. THERE ARE NO KNOWN NATURAL'NATER BOGIES,JURISDICTIONAL WETLANDS,ENDANGERED SPECIES HABITAT, GROUND UNDER MY DIRECTION.IS TRUE AND CORRECT AND THAT WE HAVE BEEN ENGAGED TO STATE SUBMERGED LANDS OR CRITICAL DUNES ON THE SITE. SET ALL LOT CORNERS UPON COMPLETION OF SUBOMSION CONSTRUCTION IMPROVEMENTS r----------,1-0-5 .7 RECEIVED WITHOUT DEUY.). A STORM WATER PoLLURON PREVENTION PUN WILL BE SUBMITTED WITH THE CONSTRUCTION PWIS FOR ANY '3CROJECT ONE(1)ACRE OR GREATER OR A STORM WATER POLLUTION CONTROL PUN IF LESS THOU ONE(1) THIS THE_DAY OF 20� 2 1/13 2f18 • 8. IF LOTS 28,29.WO 30,BLOCK 5,ARE DEVELOPED WITH RESIDENTIAL USES.COMPLIANCE WITH THE OPEN -.:-/ City OT COTpus Christi SPACE REGULATION WILL BE REQUIRED DURING THE BUILDING PERMIT PHASE. NIXON H, WELSH, R.P.L,S. Development Services 9. THE TOTAL PUTTED AREA CONTAINS 43.190 ACRES OF LVID INCLUDING STREET DEDICATION. PLAT OF 10 THE YARD REQUIREMENT,AS DEPICTED.F_A REOUIREMENT OF THE UNIFIED DEVELOPMENT CODE AND IS PLANNING COMMISSION SUBJECT TO CHANCE AS THE ZONING MAY CHANGE. AZALI ESTATES UNIT 1 11. NO PRIVATE DRIVEWAY ACCESS ONTO YORKTOWN BOULEVARD FOR LOTS IN BLOCKS I&2. 12. NO PRIVATE DRIVEWAY ACCESS ONTO KARO DRIVE FROM LOT 30,BLOCK 5. CONTINUED CORPUS CHRISTI, NUECES COUNTY, TEXAS DATE PLOTTED.8/161113 BASS & WELSH ENGINEERINGB.TOO,PP29T-SH2.DWG FIRM NO. F-52, 3054 S. ALAMEDA ST. SCALE.1••60' CORPUS CHRISTI, TEXAS 78404 PLOOTTSCALL.SAME Exhibit 1 CONTINUED FROM SHEET 1 ________--__--_____________—_- 1_ — CONTINUED FROM SHEET 1— —_—__ 326.41'SW 1320.97• —„'_'_—' ___' I-- --�--'--- ----_—_—ACL KARO DR. �-----N- --'---- \ 4 Q IFORFSILL' T SEE ET \SHEET 1 Ng9.41'es,E 1221195' ` le/LE 4 672. `�I5 539.421 10'UE IC?TR/UE ID•69'791N' 20 YR tD•r \\ \�\� �� }\ \\\ ``�\\ �'� S6160.005, II /%-/ �I b \ ` 5 T.TE 00O't1 \\ 1 \ \ `\` \\ / II p Al 11 t1k24•W / \\5\ \\\\ `\\\ `\\ 7,s' UE, DOC. .1y� I I N \ 00� � I8 I 497,021 OT.11.410 AC, % \\\ `\\ \1�;3O`I,` / ~I I I N 3 / W \ 1 , / COI 41 I ' S I / ! I \`I \\ / Ivlq g J I / / N ', / I — i I S20141.2511.1 69107' // / / I `\\\` _ // 11 ggP� J / /%// / I ; —. II g / / Im$s _/1 / 7 �I II N . i —t ——t ;• ; / / 9 C7 0CdALN1C1/E SECTION LIRE CLOSED `. I Al( Ti 1 Fj iR I /� / / I / NO. 8015045595,N6003 T E . \ I �� I I > _—� I /-7'. , --.�.L T/ T �I LI J / / 3 I I / / I I / d � J/ I �. N / FEMA ZUNE Al I( EL 10); m0 / > , O I I r ; / / 1 2 / / Je 1, / I I P/ / / O 4v /I 4.Uy lI 1J 'y / / / ��/ �/// I 11,, L., / 1 / 1---” — '$ I / ?TI /// / / 1 oh/ / /, WI� / / Al 4b/ / /O~ 1 P3 O II // OI.t ///' // // V 11 O LOT 30 / */(I}1' I p / I / C /�I Z /' / j 44/ �� 11 / / A, �p 7I� VD 1 LI r.„, / LOT 29 //' / /p�,� 1 / /� yy�1 -� d� L. // 333.637 SP.7.609 AC / / / ! \\ I / 2 e a / / / / \\ / / 0 P.. p I / / W / / / / /� 0'1 =. 1i / / / / \N / /2 P '// / I // I / \\ / /// n3+ `� �° / // I / `\ // / orb >: • I / I / \ \ /N / 7.5' UC, O.R.N.GT zI r Z / I i� / I \ // I Ierr .� L. i I S61'IB'35'E 49.51' —. �' I S29.41.27'V 695.10jI • � I•� J / I I i S28° t1'5' 368, 19' J / II As / I I I I Ax / I "'& I 1' -.1. --7.7• UE. DOC. DI 0 30' 60' 120' ,,illy'' RECEIVED s I A i II 11 I eA.NG T. I SCALE, 1'= 60' • 2-''AUG 2218 • 0 g1 �\ I m City OT corpus Christi T , ry Development Services 1 I I(I • 19.76 AC. TRACT, DOC. \ I ` IR CD,.+ 2013051241, ORNCT, DORSAL RI \ I I. (U DEVELOPMENT, LLC I PLAT OF \ LOT 26 I 11 1 A N \ 160,563 SE•4,146 AC. I I , 11 I p�a@dc AZA ESTATES UNIT 1 I II I 5 I p SEP 2U18 CONTINUED I 1 i CORPUS CHRISTI, NUECES COUNTY, TEXAS LOT uNE 695. 13' ' ', I/gam L ( 1 _ I J./i PLANNING COMMISSION BASS & WELSH ENGINEERING PLOT;',,-g.:;,:,,,. 4m s I S28'41'55'W 720. 13' EDWARD AND PARC".CANTU, mc. 1 FIRM NO. F-52, 3054 S. ALAMEDA ST. SCALE,1'•60• f D 1'IP PG 1997037478.Q R N.C.T.,30.554 AC. CORPUS CHRISTI, TEXAS 78404 PLOT SCALD3SAME SHEET 3 OF 3 APPLICATION FOR WASTEWATER COLLECTION LINE REIMBURSEMENT We, Dorsal Development LLC, PO Box 8155, Corpus Christi Texas, 78465, owners and developers of proposed Azali Estates Unit 1, Corpus Christi, hereby, request reimbursement of $139,341.76 for the installation of Wastewater Collection Line Extensions, in conjunction with said property, as provided for by UDC Section 8.5.2. $139,341.76 is the combined construction cost minus $67,851.49 in wastewater acreage fee credit, including Engineering and Surveying, as shown by the cost supporting documents attached herewith. By: \A Alex Azali, President STATE OF TEXAS § COUNTY OF NUECESICS § This instrument was acknowledged before me on t �C g ( by Alex Azali, President, of, Dorsal Development LLC, a Texas Limited Liability Corporation, on behalf of the said corporation. CORTNEY NNAWB 14Cp" '• ' rH Notary Public in and the State of Texas mostern It ir CERTIFICATION The information submitted with this application for reimbursement has been reviewed and determined to be correct. Reimbursement is subject to: (a) Sufficiency of funds in the Sanitary Sewer Collection Trust Fund, and (b) Appropriation and approval by the City Council. Devel ment Services Contracts Administrator (Date) Exhibit 2 APPLICATION FOR WASTEWATER CREDIT We, Dorsal Development LLC, PO Box 8155, Corpus Christi Texas, 78465, owners and developers of proposed Azali Estates Unit 1, Corpus Christi, hereby apply for $67,851.49 credit towards the wastewater system lot fee for the installation of the 15-inch wastewater collection line as provided for by UDC Section 8.5.2.E.1. $154,121.00 is the estimated construction cost as shown by the cost su•porting documents attached herewith. By: Title: c)ff_34.4),X Date: `' \wM STATE OF`f+ ST-ooi COUNTY OF N) vu C c § This instrument was acknowledged before me on V (CJ by Alex Azali, President, of said entity. %04 Notary Public i6j: for the State of Texas Exhibit 2 (2) OUE3 C =OOOOOEOIE T TOo „� ..,� LOOS C OTLO0E00 [O ®-y w.rw=»525 DO POO CHH-r_671- HUECIES COO UNTY, TIEKQO Iwo , ,..111j---P11. Sr�e�B�eB, mm.ii. w•'x LEGEND_-EXISTING FACILITIES LEGEND - PROPOSED FACUI1ES »arc. AND APPURTENANCES AND APPURTENANCES lilio s,"xp- "xa O AE.[n a "[."[0"a rc.c.o,-, m RCP RE...m» wE,[0122OCAT1nN MAP SHOW INTI caro 6L DSO ,[. Axo am.x w v=co»c"crE.wn s-oss ...M... OFFS ITF PRA INAITF 2.°x . rux Bctc °[r cur ssmcE cwwEcnox vx uxcnl as uxnwvr s["rtR r •.oa MORO 2.0021. Dr ` EU '°" [ = ; L 303 2.R20000.0 n m 0. n. ;„r„... �. ,�no rs=m"«" � n:= y� .r,�m= ; �. .[. 1 _ 020432 2321.0725 000 REOUO2.0 R ( ,.x.,xa5 ero,,,.rnw..~r w x OM. 11117.1.005 .,B A 5 nnm.R[5 w«m �ncwK rt Via. o m e.m Pnw w SITE' .o s[x.,c[ux[s Digitally signed by Gabriel x Minolosa,PE. fiY °°100030ZO �[ ON:cn=Gabriel Hlnolosa,P.E., 4 MEI oaom .a¢ '°+ o=Development Services, 0554. 00105 5 RAO CO2.5 PAVING GRAMM::MD n�AGF 1101, fltt SPWnMD DEAN SNFFT• -+`...-4• O=Engin mail=gabrielhrlNhpcReras.com, ow.rwF x.ETs.»o..un.BumRs ua wwx US Date: CAYO DEL OSn 2 w=xEo sxwro E c'''''xw wrzm'ws a, r ir0w»[[".°,6;,..2wO-niS VsroxeEroowc[.3»oc ro:TRu�o s"uxiois. Date:30190).1816:1):35 IOLAT IDN MAP SMOWINO OFFSI TF -05aa' SANITARY SEWER AND WATER °" `°ma.n ouY CALL BEFORE YOU DIG! •WS mem kon7IN afilikal SHEET INDEX s ew2xxwa c02 x.°PR,°or?:'s.w e,oR.n"n..o['atm.?,Asst.,..2.""cr,5 7 .nuo0:um.+ .xn0w ae[rs 0.".°•a°8;z"°'^"00 SHEET 1 COVER SHEET AND MISCELLANEOUS INFORMATION r[ms~wx cx,N ww nuuw or,....,..,L,,,, r r eoo ssz esu SHEET 2 PAVING,GRADING AND DRAINAGE PLAN,STREET AND STORM SEWER PROFILES ' rW.,no T...,,w.rc,wor,m°„c,m1°rs'y„['"'c"T�x".c'o" 'M51rc»Newr'"+610"s"`" r ewxrww s.r.e[.c wsrm w x==wo n[rrrc z.,-- " "-.--"M0 LENFRAI NOT, SHEET 3 SANITARY SEWER AND WATER PLAN AND PROFILE srcs ''''''F"'''''Axo ao".''''"T''''*'" w[ ,nw.a0swmcuox ,x[a»ca»s w twR.[xrc ,uw,% rEcc• mmxE w -w-vn rw"roswa anRcmxoyn cwun[wwau x[.,mw.""*""r"r"r" SHEET 4 STORM WATER POLLUTION PREVENTION PLAN AND ESTIMATE SUMMARY. wxr �xrwraA2[a,.an c".0a u Pro.,,,o a,[x.x[.ra0rouo mAOE Ar.".r."rv...." T m[n uoxr rtn a"..w wn n wE oeumrw,0,»[wn Ixo,e.cwnwnwr ' +.sr<nna rs Iver 77 ""w"20 s."2 a,cwar"«raw 2,1 r.,.a",o cw2,nr cwznx,cnox SHEET S APARTMENT AND COMMERCIAL LOTS WATER, SANITARY a oncx.rs[ ",,.wax,z,...r•.cu,a.A0"cw,Rwa-«-....x,rs r."r2."["[�nnwrm MOOFR NO, SEWER AND STORM SEWER PLAN AND PROFILE AND z�°"m""s., 2. ,.e,n.noa n a e. 2 ertR rm+ro. r.. ,. s-."w.1zm . n2.3 .. " ".."°u.4.-..17,-..=..,""`2`7...1.77="'°" •N0 OFFS ITE STORM SEWER PLAN AND PROFILE wr ez-or-... . x.0 00 a<2°rxww2...x[5.w eu»r- o w-...s�xEE2s 1 70"1.7 .ATEA W.,:"%^ox 1M s"[n=w, .3,urz.wr[e"ram"". r .a"x7,,mr".w-w-..r=n Pr""0 1"o-,a am r".3rn=Exn"cm7.vasa» u NLL"° "" SHEET 6 OFFSITE SANITARY SEWER AND STORM SEWER ...0"taxa wars Ie.3 row cwa".Orr,x m[sO,.xE roar r"c[w r 2rw3.2.mmmus P...m o u a w 520.0 WATER mors 5212E2 s w.. 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DEVELOPER `,^� CUB 9 15[ 5 minxxvrvw rERno M.." rnw," wEwwc" c,rw" 0axORPSCHRTM CHRISTI, STUrnB S )BIBB CONITARY STNFR NOTES s' rB/as/,s BBB-0000 1 51-7 Ex.w sura rm w w rwws RNLI.5x0. 000.52 sAwnrtas[ es,a BASS AND WELSH ENGINEERING an ,"'c u swSIOOwJ�_QN °w L-rc,:'''='''"om'm'100000 sm un ,rys,. sxmos1-"" u, '""c°w2xwxc.saxc,ncw soxu .w rw1Np ..,* '"zn. cCORPUSCHRISTI,TEXAS)ea 04 PUBLIC IMPROVEMENTS TO s .un00n °cuwsA» ms ao .xo 000 r," 01,11x1O ccwO." ur»=mno5'01°e0snae eeAa"`"-°w AZALI ESTATES UNIT 1 r CORPUS CHRISTI,NUECES CO.,TX ury ne[wrxr ran ro Oro„arcs r."rox°r.n.0w.2a" uueu/rea ruo mu.cw/n ulvruwctruauurstuowBNrRnanrunm crr"w 'r COVER SHEET AND MISCELLANEOUS INFORMATION a 202....Waw 5[.w ar"...e0,0.352[..,m."0 Ars.. sx...w 0.01 50a,�0""r r°rrx rs,Aa,..m r.3r irz0 "z 1 r M'nm;Sill ie .:,._ Exhibit 3 7104 �ra,•1.r. 1 °vr.`u``.°•:;°'r.ss'log w,MrLL:'Ro,.ec,. 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TL LT �11.x.no 5+00 wi�iu, 17+008+ .s0 Acc15 __ ii a:3i m' aA 13..L n. e. Lra 1.rae,dotun -.... _ _-___ rpe LRTfa3X- n.,An1 a -- "-X001 _N __ --� 1 00 x ,c..m...t t • _ ..._ a J2 iii__-__ _ __ ttLa�ii"xmi,a 1a.. 10 L __ - ,� 10.n PROP. TC .' !.i•m v n PROP. TI LT 4 R I 0.3% TO LT L L !0.33X 1 41 R1 rti 0.]X 1 B'ROPP!0.13 !Ir PROP TO LT 2 03X WI..SIM AT MN !1.3% L - fa 36 -/vL° N J/ 5 5 a - _ ttlenlr3wFL 36•RCP P0.05X-, /35•RCP2 'O. 3' RCP C lrt lwn n,3, , nlwn nam D �;1,m,na.r..,. .r.mgym:tt3.3./"4.®'"'-E;oA.�"1.1.«nr. 0 1+00 2+00 3+00 4+00 5+00 6+00 IS ir.nle m m r 15 PROFII F -KARO DR PAVING GRADING AND n,rc 11. n.rc TL3?•I' 1.4 a *9R.441n ri e�,`ai,L ar Inn DRAINA NOT c X31 0TO LT 0 J L {L'�""m' '1, 77_74, 3! C.NTIM IED FROM SHEET I TO Li 5.11F0 0.3, A ,�,�,•�-.-�--,'�-•p-�•� L L RL L 1 lj�y0. n�77 'a 10 A•Ap n '30,.11.mllll /r" L 10 ovally signed MG,akl 1.54"M:i°,:"'"' nea um 4 L3 f a.3x op 55 ti 7.1.1.1 m ®o...r w eIOPDKn�5�e1P{ ,r°. rn m. ,,1 R 5 ��l 5 HDPP 1�orn<m miamri•"1°P, �...•a• -.OEnRInnr N.ea..<m., r6a.., AE w3 m.w rc"-.. �a BASS AND WELSH ENGINEERING E.';%.44.7 .'�. PROP. 36'RCP 2 0,05Y. o" ipk11`f`6� �" �WfITN NOIR.. 1+4,a CORPUS CHRIST.10656 7640.4 STREET 0 im rR 11°.r "..'7P.;_/- \n" 0 .+ o n.ns1..,,lore PUBLIC o� PUBLIC IMPROVEMENTS TO I 11X5"M"."",R' II 0/ AZALI ESTATES UNIT 1 PROFILE-PARHAM DR "''i°"L0°'""'" °""0X 11W°'�"'u"""`"`° lr0lia• CORPUS CHRISTI, NUECES CO., TX r sror a.[..1ws•s os/7s/1e PAVING,GRADING AND DRAINAGE PLAN,STREET AND STORM SEWER PROFILES ry ..774r.RP1w,wa Ian 'e1 0 30' 60' 120' K.5.3 '-n .. rm.Amy r4PC ,c.%IKK 3M� - Dart wt2 OZ .n 1,....:T.Lam'Extra o»ci v eirM r m—w,ni' P. I ar. !K, �`r' ,.cr.r n«.r.v yr iI§ /Tina.I,r P9 9 N28'41'25'E 1758.90' �, i4'..,:'‘.•P -1 r O 0 L K'B'sP0C21X-I rea. SS ri ,;_S ei\ s B I - PROP. 1 PROP. 12• 0 _ 0 l '.° It , 1I ATERa la A PI 34 PAF r r v;•%-.r„....._ ( 7]I _ I . s a r • s oR w u ,. n w ,r ,• m m n l2 F. Itt N • Y IN PROP. 8'PVC Si n.a•'NUR a LIBP. Sr PYC SS 'I PROP. 8'PVC SS B„ I 11 '9 R�7�a" �[T nFrt m�10 ppd u•J- R 1 n.!-Ii.rL a Qm LINE'•l O.4S Hr« i LINE•A.l O.4X _ an.., 'A•1 0.IX m— ¢ 1'co 13 x •wH V 8 1 •MI dd A°Y L- - .' -- - - ----- - o � e p`tt .'- iiiiiiitimimmiair, --, V..1 i �- wi PROPPnG •N �4C4 O nr -- - a-� .�- •-- •-- r1 • -_- Er-; -- -- -- - -- -¢ F-,./- -•—� 0 • V W I----- r I--- n',f,' —P, —"-!B'9B -�r, yp") PRC'. B•PVC S� �ry p —m�' a� Illi �•F — I tln PROP. 8' PROP.M P10P. 8 I ! LINE•N•e 1 9 I' W,n CI [ • , PVC MTERa r • a .• I 1t w .t so » 07 » n PIC WATER [' n [B IC .P ee o [t a, .r. -5�� _ sa Nd Y 6L 1 3 — -sae �� �--- ® - ly PYC 55 -2 �'+•,��a� !R nPay pJ m :A7AI.2T DR.ABTA 4rY8) 0 D PVCP.ATER tr PROP. 10 PVC SS I' d OD �e LINE•0.0..0.26X S RFTVEEN LINES 14 " Y v J—' — ---- -- ASTA IB 16.8)) G y r O PROP G•!0»X Q e �� 19 PROF. 8' — •wc wrtt C 1NE PVC WATER PROV.M Brl » n/\ i» BHi.'R•� PROP. 0'PVC SS » I 8 Y « « w w 41 « » »_ 4 o Jan,o�Rx III TIC•I•!002262 'a.j.%., .-t! m 14 I• ,ai aosiq v i•Iso.. [a« roe rt am PROF 18'PVC SS Po �.«L 4• n• PROP. 10'PVC IS sla,' L « I - PROP B'PV[ S —�a rt a• .no¢Nr.LLL �; PROP.•B.fv0.4X LING iB'!O.4X aa,T FA' LINE••B'!O.2S% ! LINE'B_!M. X I PROP.aB'IPYC SS Ik E v •Sm .-- •= —== . -�'��.-mac.- —r0.- L '. - R.! —— Y •—4 »ic'i¢¢�,r p',4Y. 1 x.11 r _ y • � r1 . NARO DRIVir E`® � am - • - �a•rvc op �al+f.on h 1 a [/� — a---- I ---- , PRO. .R — IH•— •'__• — - B PROs. jS,T PROP. T �E E PROP. 8' 1 I e/ �I PROP. B'PVC SS PROP. 8' CONTINUED SHEET 5 PROP_M LINE C.IPO.4XS 1 '-' 8' y-e ). CONTINUED SHEET 5 II PRS. 8' ' r PVC VATER PVC RATER •v7 LINE•E•!O.4% PVC WATER PROP.M1 PA.VATER a{' P S PROP. 8' PVC VATER p�SSlLI Y a I • u I .J PROP. 12' I of Iy ♦ 1 PVC WATER A TI I'''''...!O. 'v • I I ii..n np1¢o[Nwr N PVC VATER „Vr /r/ y P % PNOP.M ` ' �rmN¢ „2_,..--..+ PROP. 6' NATCN LINE STA IO,1.90 LOT S I' \ LOT �� PYC WATER CONTINUED SHEET 6 I O ¢umui.LLC _, 1+00 2+00 3+00 4+00 5+00 6*00 7+00 8+00 9+00 10+00 11*00 12+00 13+00 14+00 15+00 16+00 17+00 18*00 19+00 r 15 'su wm.«Po iAam»,to r•.l«am ro mar'o_.•m'_r`,:.Ani 1!"_47_7112...), ii n`�i» __F N»�-4y�______ is nenaa snh>6' H..». 7:4:7_K EV; .5."."'-'---.-:°:-.1'''''-- 3---"r---------1 _ �- _�2 SYR- =i_=� M 1}�-9••'�! 4•NDAP f:°:-. 1, ! 4,1'8'7 5 Ulrn B•/ATCR 8'PYC SS LINE A. f O.aX _ - (42.RCP f O COS II 4442'RCr I O.OSXN 5 n ad iWWIP. B'AVE SS•INE L a m �'7 0,4Y PVC SS LINE A•I a 4X /fib n r,I. 0 CONONEC2ION� a P>o trl`Ww •rR« , . I ' -„ 0 PROFILE-SANITARY SEWER LINE'A' (A7AI I DR.) _5 �~ 3-5r...7 rt •» - PROP. 12'NUC SS•INC A'I D.214 a.r n.>✓l ^ 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 I5i a•.vr.»rIo sw•-,, prn aF M� -_ nc.a n uxl L a» n-rt - ry nw•A 41.1=10•1' s 10iION n / .•.»u¢•t•rwisrsw STA wm II iv ola rL>.n _ U.aa n s¢ o-L ry lB.m.r II. s. �.i ft•'' aaq tt..N T4s' (•ow mrrw¢.r•s .r•a 1, P. a QVC's 1-1 10 Il li_ _ 10 `' n \ -” ..::::'B:P :IOIC:_ 7- 4_--_ . • = Ivwe�___—_ ..-._L 2..YD(' •i �_ • nwiiHs � \\ I ii ... ----_._—.�_e'PYS.YIa_= .. - B'DNPP!0. ____—='.T v.^v 5 - ��—_..� cP a O.Os%r --- r e•LATER L n .4. _ 5 'LINE B'e O. Y. •__ / -4-. L l 1.1X PRS IP Y P 0.4X PRS B'MOP ���o-,¢ri9e W _ 'V •LI AC SS COlIECTIOt PRW. 1{•'Pvc Ss'LItE B'f 0.26' rt , 0 0 "B. PROP. B'PVC 1+00 2+00 3+00 4+00 5+00 6*00 N �s - PROP. D'Pvc ss n..DROP Cr PEC IOI 15� ��� 15 nlwmis:,si• LINE I e D.zu, n _ IME -5 ws. E-SANITARY r.'Oil"' , 1il�ra.'FJ ����;iimBo»lau I 10 PROFILE-SANITARY SFWER 1 INES'B' 6'G' (KARO DR.I li 11111 _„����®U! 5:EarnFOR OL UT LII 6811 BY a BASS AND WELSH ENGINEERING ••■■'Imml SEPERATE INSTRUMENT Digitally 5 o b+Cahoot MUYI'i M Rf BASS N D FELS]OE4 G.N ERIN SIR¢T FOR ALL IITILRIE3 NOT N P f. CORP.LXR»ll.TEAS)l404 ON FINAL PUT PRIOR TO DN. G br IH1 PE ti 0„,..., PUBLIC IMPROVEMENTS TO 0 CM ACCEPTANCE OFnit D vebP Seryl ri Il v ,�,---__',J _- UTILITIES k7; En9 IV ,,.,Q/ AZALI ESTATES ONIT 1 PROP 12'P c _ I '-'��•'•`"`' emeR.gsbNelnoLne.as.com, 1�•P- CORPUS CHRISTI. NUECES CO., TX 0.21% —M�� ��_O.✓•J.71✓fll��,��- a=Ui Ofi/35/tB -5 IN�� �'F7�•.�Yf 5 DaHe:2019.071e 16:22:46 o3•00 SANITARY SEWER AND WATER PLAN AND PROFILE STA 0.90 COIN PROF]LE -SANITARY SEWER LINE'D' (PARHAM OR.) ,Ywl¢aWN9S 71* a Oa so• 120• mWAS vol.:P.a1.- ra•o¢nr.Vort SCALE.I,60• PWS Forman «/217w soar_or MEL 37-10 CAM MATM or so As rvx r L P.A. .A 6r x a:DOC r.,80000'172'.COM. N 41 175.90' r...r'.♦i.� pisryr.e,u,e m wcr a r.e..,-�epr..r..,z- es. r I xm pr n e ev TucT. rv.Sa P T� Pracra6 K _ �ry��i. v..A.. .,-.a.wecT 28• '25•E 8 ��§ e , �I II . . , e e ,o ,0 ,. u u A ,. K`® it .1`1 a® • . r 11 t. 'mroo ( SV MALI DRIVE "'El ~ —_I 23,E1nz MOM CITY SIPA ZIVE awn..a:mas 1 :,� -- 1 — a,� - - - -I,- - - M W311 ,- - I a a YR [I ST dI E a 10 II eCt 6 I4 A ,K .e a a, a h rex g , m. G al a ,_ _ fir" ,— , �, ."-._— — i �r t q � \ >,3 ••/131\ `\ A �I urn � KAMD DRIVE �� PS 11 KAAO➢RIVE, \ y ! I I Nr 1 ri7210 II q I E: i� LOT 30 °n \ y 1I ` .050"----"------- - BEST MANAf,TMFNT PRATT IITS_ arc,wKxr.¢c ESTIMATE SUMMARY •IMENTATIO ♦ A x . AOD SSFALONG CrCHANMASNEL softwa.9A L9xPx '¢"'"°"PREM. , n,xa¢wl=%TM Fea rxE�,P,p,la DORM a EL a1 PERIOSIVur D.I.PE WM MO 3.60.Milei e TM Mt 31015 • , .011ATERNG re*TV pm 502 If 'UStr".:01-XLVIEVA1101=11,'LVM=SPMIgTrOt 1=20 l'ilt'' Y,Yr COMM a v , PC...e gm V FM, TA SI.1 FOAES rIR ALLREPRE MECTED PROMPT TA v IS ¢s=rr. ma..ree,o0 ON• DigitallysNnN,N,... • ,...••••••• Hlnolosa,AT TO MC S S•eOA STEEL CAM PIPE a pp ar P. n V mmooma ♦ iswwPn ms.a ,r ow *¢ ennm n,M M s,¢. '""v,=wPC.x01,¢5 S'''nKa ....••••a-..."^. _`�..V Iw DN.melopmel Hlnolosy p.E, _ o=Development Sens., pC AM aP 00100er N, wn ikgaDrelhecnen=com, v M , 137 V DISPOSED V.THE M .SPECIFIED n Lax v STATE IMPA•1PV c=US T10 T ' mamma a Prxx o,sA TO le x No V a n,K c A. Pa,e,201907.IB 163,41-OM' DEPTIPM PAM MAT 13 WM 0 MOM Mill PM I I.3 70 mo Am °" reaE CCR 015700 ¢ PP¢AIM MO Moms E vm TY CATE WM PM " TEMPORARY ® D x.1 a ro CONTROLS 12,OP MS Li ORM OM RCS 10.1113.03 IN OW SPECIPPOON RAM RE 0.0. sms vKxc v�111‘NOP " a EA un e.cvExr,a Knvvc=¢k.,.o<E w w , _ <w,r.,mEvvm aw rD r,a rr RCP 1.7 Li 0 PIR MOM ASSORT u Yw.PAFV MI MI n r An r r 3 a MO END COMMON 2,Comm`MPS 0.Nor BE AMES TO op OW moat oo PE MEV on mu.PE 1. __ r x r mom ¢ 00.1028,PAWNTE•....T,•—• -"",sa¢rs,mE Fans; a. As.pp A EA 10 ' a PO Fw0 Sam a V K a/ea Oa w _ •uxeA m-1,,LI L uuv rxv vmrs mvu ra T.m. zm FarsAiln.O MV¢w A 1 MOLE r CAMS IMO PP SIMUMLL VI CP PT. 0740001 .l 11 TA TIM rcuarsur Aso..T.ssnos m,uxl'm'wi�Pxia¢ NAMES1.111, 0 PM MOM ASIOM a COMNOV ADM se.1 POPP OF/A OP.PAS IMPOPALT OR P. . T CEASED 3 I.Or INIS MAI(MOM LA •PM.2 1 V DA a 30-PVC ME RIPPLE CC.T.CION 123•01.1,1 CLAM-MEM,ma AS SA.AS IMP..AM NO LAM M.en.Fm iRF AS LINEAL![[i Q LA[SIS AO 13.SLIM ' ¢ 3 v.,VwaD muw IELMI 7 0904 P3x4 .7.8.1 uvlr a MOM IP w 0l 7 ♦aTE MOS =u u YET of i pP..,,s.., AO V a ♦MM � `*' '% BASS AND WELSH ENGINEERING nu r wx •aw V _rw.nE.aan .nava[S'w ♦ U ,,,. iK REGISTRATION N0.E-31, 1 S.ALNIEM STREET I�9090me �Y��' CORPUS CHRISTI.TES.]6A04 MOM L. T '(•,egvinS PUBLIC IMPROVEMENTS TO 00.0,0,9000.0 ,,s...° vel u ' O/ AZALI ESTATES UNIT I ltlrl•' CORPUS CHRISTI, NUECES CO., TO 0 0010 wm 1AO0PP IeE + u D '�mel' os�208/23/. of"uSTORM WATER POLLUTION PREVENTION PLAN • AND ESTIMATE SUMMARY • Paw 9000 9092700 270x0420000 1 N 0 00' 60' 120' -L19- cow NO wPPP MV 1 0.1 72E 01 _MK_ _ ,ma_ SCALE.1•=SW PATE Mp,o.o MET.. Op --SEE SHEET 3 FOR LINE'G' PROP. 2• PVC WATER ' �\`` (CONTINUED FROM SHEET 3) r ' PROP),R• PVC MATER �L KARO DR. SCE SHEET 3 FDeµCONT�MMTIOX 5 1 k OF THESE v3TFU D SS LINES TION/4 �d iT•"m4"..EA :o mHir" __—_—___—_____—_—___—_—___tl _ �_—_—_ T ` __s_r_y\ lar �t PROP. B' PVC ��11-5 v I 1 `� -1 r , M IB ROM 12' WATER(3' COVER) 41 I. 1 B iB L 1I PVC ATER Ir `�,E+I f1 L` `\ I I/ j1l 1 ; yl COVE `�\ 'ly iq 5 Al. \ ,� 1111 1 tl R ' y °6A s `\ i I 5 i e) p`I .m y `\�\\�\. I I B I • I ' PROP. Fai wT.Re1:<.11.1.K. / N �`.\�\ i \\ I - I n r pe �, I , /10 PROP. e'1•Y'c ss i tl . / 1 OS I? 1 4 v 4.3 WROP. 129 ,B' LINE`4.2 0148 QV, ".. '1y ilk' i BI 142PIF;'(3' u a V`\ 1 - I A I �O O4 ii)!j ICOVER) c-1. .1o.rt1.tl / \`\ IY �i G a'. ` 4'"O fJ--1' _-- 4, ttNJ g s.r.1n.an.m a,/w I / SVS % h" �' rQ C '@^f �O gi u �, t I I .../ . I `\\. %. G,P� a s I t e<��,��r'l /J' / ) „ W E r' 1SEIISTA 8.25.99 PROP. 12• 1 AJ. '' t I a ,...4.411.,21,;:i d k'�k?�� /'` vsp¢�o Y , I PVC WATER CROSSING 1 R I 1 O�, F- 'F`F.'4,1 / 1:. E e e Ir �� i y 'I t T �ro`"j 1`nS�;.'"R ."em° `\` \ 7 � \\ \\ ' \;'\*: r�Ny`�s iisp." 5 ISS= PROP �j a� �� Ili B°B I CPVC OVERWADER(3' 9 ; �l 44,76,'y('/� ,,,d/r-�s G l PROP 5 LF 30'XDPP • p 9 / @�' PRW..i'PVC ss:YI I �� AND PCW.FL .t5 J •':�W e > apj � LINEA't Lemma a s t/ Q / 1 11 aFa %' I 4 , \m bl' �Fv, MI 11 i La,2. �,,, , /'/R�6R�\ ;� 4J,/ a.N! ..� a I..' GI 1'W 'PROP.IP PVC VTR �, ; `\ 411 /: / Z' \Y/ / \\ 15 tlIS /If m,tl. T 4!. 1 1 z� \/ �pt5 �- /v`"W4� F o� Il K %I '� '11t ,`� ' //y, /°� f RE / OOPPOL0001EDOUNOER / 'o�`"!�.'4"'v* 10 l,1'V'' �P 10 d. '� T, 1L /' 1 / I `'` / .0i \\ / FUTuNE STREET __ O+ �nrnsxa Ir..t VTR 7. 'Cis-PROP. 12' / / ,a + ,\ i /��,d\ .Y j• L o,� n, vl..X.Mg COVER)PVC TER(3' ,' I / T. sn 4. / / 24 I I \ » . Ileo n ,/ // \5, / rG 5 _ I (RJ:.W"` 5 / F` / i ,' .nY�'� I s` ��,///'''PROP. / ( 5. / / 0 0 I m nn + 1 HDPP 84t.'35% - // '7j� `PROP. le'PVC VTR / •-• �" ` E f' -k TR`M '.4 I Do xne .r w. a H w in Dr DIA 22 M.SIM MIND y 1 -, /--——— 'at I»'r "'mSTRUT'm'°," N �. Fm `PROP. 8'PVC y i WAR , y d RATER 13' COVER) n MITA 10O V' I�swliP ro.m. / PROF 11 E - 12.PVC MATER CROSSING /' ir"Am�� OF YORKTOWN RI VD. STA 8+25 59 b lE 4.7. I /� SLOOKING NORTHWEST) 5 $ tl I 1'1 I ,/{L HARD DRIVE I or - Q J t 14 15 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8.00 9+00 1 '1 ; tu..49.SKI a•nam sm.Nam.w MA " � aI. a n�, f/ \ — _o 11 V aW«:" S 213 `) ' 'I 10 --'R 10 _PROP. 12' . 1110.002 s n.1w< 1 )) �i'•io�'Mi.�r rr'Romse«n" —��_____—_________ __B____� PVC WATER(3' M rxrA V COVER) r rn ��` I 1 .a.m 1a v.n a p E _ 5 5 ` a my u i '1 � Pvc sea. / Inl.c PIM PROP r Pvc ss a D.ax Isaw D• \ -I!+ I -- 695.13'\ tl ) �-- 0 ee 0 \� 1.��.r s 528.41'55.1/ 720.13' In 1wmT4n wcr a m,w: EXCEEDS THE MAX SLOPE BY 0 STANDARDS.REVISE PROF!'E-SANITARY SFMFR I INE'C. (LOTS 28-30 BI OCK 5) PPRIOR TO ROP CONNECTION TION MO MAY ICED THE ADDITION OF A 11177;r:."1., SL of l., 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 PROVIDE EASEMENTS BY !.!"I6'4J3'- U9YaltyM rgnbYG+d . Gabriel , 5{W! :: : n"r•tl.r ro.srl n.I.a.]e rw tm _ nb NIAD ,rPrrm,n i p� rsYi Ir _/ tl ®/txamirK�' T_ OMPLAPRORTO 8'RCP- - ---- PROP WHOP.l O.S.Y. 10�~tl •y_"•""v mail 2019.0.12116:1C211-0S110'' .dklM1Knei.vcwn,<=U5 06/]5/19 O. m.arx 4.a,/ nm wM. 1V.m.1e 144muasm' PROP`42'NDPP!a 35% PRIN.. 422 TO PP 2 0.6x 3CHOPP x�n d5 \......------.17.1: �\s sw ar umss 0 -/•ryq}s r u Iy 01____ 4 5 D o Tu BASS h WELSH ENGINEERING Ix\,p ra Ir,m R 4.a tl ia•,ro 11,a.rr rt, _ _-- rt� -1,,,9 F-]�w]054 SovEr. 00021-00.T%ENGNEEMNG REG. // C EIN STREET.CORPUS CNRRa,TONS TE arrmmoao.+ J \ 11ctl2>82 0 '� �"1p'O1 0 n P TO ABZAILI(ESTATES UNIT TI mm CORPUS CHRISTI, NUECES CO., TX PROF IIE-STORM CFWFR IN I OTS umenraam PT APARTMENT AND COMMERCIAL LOTS WATER, SANITARY PR 79 6 30. RI K 5 AND OFFSITE '" SEVER AND STORM SEWER PLAN AND PROFILE AND rxt dra n1rn,,ry r.m ! �, OFFSITE STORM SEVER PLAN AND PROFILE T, mN ^..- ave Pl4T2 r---E siert 3 or 1 fax.-•, .7..)• ,r-H Lrt �S'PVC S' I �Jy�. 11���y noon wv E� a 0. 5=� IIS sys{', n^ 1_i /gok ',717 PR1OP. ^3'PV�[OSSSY �� --}J1V 0! .Irr[rnrl0l „ ''' --- I ��G c $' .I 1 i I' I A .2 it DETAIL -RFRAR INSTALLATION >1z�' t� yyyy I g I I---� -4 1 1 I 0. ye A PROPOSED AGE 48 ENTRY RCs T2 :' g I 4 I I _-_-_I ell I 6_+y e SI wr, x:.9L. 12:PVC.- i I I °€ ^ 6 pct e, pe Il.ol.ttr@ rPROb.1�2'PVC 1 � I SSOP.IRE2'PVCI n .rFw 1 Rtl L>_ 1 4 4i -- GI n-.. v e3Dizlx ltt �IL.0--- ,I1 o.mT.-I.v X 8 r N• W .�c4, 6 �d 1 lope 8 v�� x STI Ali .� . .ao _r. '''' k PROP.- RCP a 0052.. 0 p' �' -_'''.16= eaT '-- ¢rnl,,,„ � x11+ FUTURE nZPll DRIVE(5-0.) J� T_i�_ � s n ,0 1� LL SLOUGH ROAD ,,c, —iT —T--77-7--7--^ r - '" m qx' EXTENDED(SECTION ' mr�,a w % 72 1 6 0 rc 9�4 rni 10- LINE) _ N I r ogrcP e" I Igo I I I of I ....11.:Qµr,lr ¢[, 1 16+00 �I 1. I L_ g�• .___ p=•Irsi&* yx I= Iaroo 15+00 17+00 le+oo 19+00 20+00 21+00 22+00 Is w+; I Pm I I P'4 1 , 9 5 — a n cC rt L ANNE 31 R01` I I 1 1 wm \a,.» .361e11mrx --- ---------6'- I s m n G�, 1 I I / Gl, s a1.w G,P / G I- i (o 1° L PROP ENP 011124 a D.1x EL PROP TEMP 0 TCR!0.1X •¢""" 'r"'"e / pF GGF)-7B `Ra ,-ti 13 L_---J-_-I__ \moi s I 1 ___�':-P-11 Ig F,.."11- .r.1.., I- I 1 r s71CL SLOUGH ROAD FUTURE HARD DR. I 1 I EXTENDED _- 7 1 Iq (SECTION LINE) PROF 11-OFFSITE STORM SEWER ALONG -, —1 T ^/� 11 1___--7 //i I - FUTURE OSD PARKWAY I I 1 \ I--- 1 1 "¢/ j , '_I_I' I I � I I \ s` 5'-)-'-• I 1 \ I �77.r„ l9/ I R� 4 f : I I \ - /J---- -,f"w' W1N .R°�' m .1¢. J � 1 1 ,___/— -/',T ,.. �, ._wly/IIIII �FAMr,^ A .,rte. I -L Ir1r" 9 kKWAY (80') ___'IAr2 '-:--7-1, l �fl. 1.11,•'-` 0 W HYYORDI I nY P aR .S, w _ URE 0 O P_(r ^ / P,74P 1•RCP CL nRAINAGE CHANNEL 31. 0MFx CRC (+vf\ _ FU� —L 6 / CITY OF CORPUS CHRISTI, ^' NOZc .'' __;_-7-+ 1 a rc ATG Ol / , ry / V. 2046, P. 721, D.R. Imrtn¢xassx..n•ocrs s�yL�2 _ QIn i ; 1i: 'P� lF 1'7U r TYPICAL TEMPORARY DITCH G`, Nom" __.-- r' y I GT /�' CFCTINN-FUTURE A7A1 I DRIVE 2Pp�9 G,P ++ °,,, l P " wo F LOT B O40 I ( • r LOT 1/ECTION LINE ,nogL2r �� I P �F O� P" t7t6 G,3 % 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 —F HYDROLOGY PFRAMFTFRY % 15 ry el.fl.n PROP xw [r. 15 "' , u 1x:04 mop r.'".. .r,rm l P SP F.-e r .. srcPxµu ro.11.01 r vu ss.r,. r.;2•7007 .., _ ro a m,a-,.u s{A ue',, Fr!).,. a w _____ o>.'a"�' ID TY If ply a 10 ---__ __ \u apl__ _ 1, FUTURE 000 P c �-_ _ JJ P AL TEMPORARY DITCH SECTION, -Rt-"- 5. "T'�._ _ .'r"'a uu:iw l PARKWAY �/R (/(=.11.1 ¢¢„ I o 'BS/19 itally 0gned 0 R //ro`rav1.1MILm .r v.r1 x.a ¢n�,srcrr rc,,,,,,.°:411,.1-aalrwlov`� r:�ic.a• i� ~ dg)*0 E �r� L/J ' waa G.b BASS AND WELSH ENGINEERING ss•a ess Pvx 1 r"G D=evelop=Development SeM.i P.E, rx.E1AS rroR R0.r-2.S E . SERIN strtET --- ,rm Fsr wn 1¢. srsv�•i�vn. ,1., R -5 . ALL UIILDEH NOT -D•val9Pla•M Servkn, COONS CASINO.(+000 le.w �M_- : Tisteas- a EP9e¢er P/, PUBLIC IMPROVEMENTS TO Im 9 �I ES �`�'"'O` (-OS 1o'w�"r�fO1a• AZALI ESTATES UNIT 1 PRW. 12'PVC SS 4 0.2% - P.P. 12•P,C ss f�.21x - PPM ITPv[SS a rnr LINE, IS2VC1T (-OS CORPUS CHRISTI, NUECES CO., TX `n ir.s-a f. LINE'r 90,15 r, _ IO Wr-10 Da002019.OZ.1/16.x651-OM/ B • OFFSITE SANITARY SEWER AND STORM Cllru a PROFILE-SANITARY SEWER I INE'A'AND STORM srm cfnc rcrc SEWER PLAN AND PROFILE CEWER IN FUTURE A7AI I DR 6 DFFSITF _ mv„v curie g: -11.1- o._MI_ a 500+540 82+5x+1 f0ar_OF 7 We SOW NW TALL•A AOC 5.104 WNW TO DC MO TOR MC 1 RN OD 5.111 mt b MAC CR INN COAT ;rz Y V rox cw,cn'o�n/ cn co cxscc,w.s ® fin'Tiawinir,[ewu[r Grw m CONONIBM MR NW,MAI vAr +AN wvro mo To NOM IN PANE �{ r+Egym[ i[y'TNa10N.c R1�ws.w.o,vamseNm/CL STREET ,Nm. re J uv¢,Cievv m KIND BO N[rwr OOmeM NO MMCBO%. CadN° flMIILE _yM>�. �A x, N. Mow Dorx won WM many u FR J eurra.r DENTOLK DETAIL- END OF ROAD BARRICADE INSTALLATION 8.WIE NMUND WNW 10 W MOW COO NU SOW°si c�P � y S.W.OF UAW RN DROWN TO NM PAWN 12:21.: �Twv SIGN LOCATION SHALL BE INTHE u BIA. . (TYPE OM -4R OBJECT MARKERS) .niSTNx,[WENTca, x N o'P.nuuuu umsrvx[poT VCr OFTMLN WNW Nwnm WOW!wow ON NS m'eDexu Cap MOM).ON SW II MAIM AT IN ANL OF DA Mri,•noessrN 2 Tr v Le WRIT .Ts'v.is- pox-wt NWT Awn, ABOVEDIAGRAMEAS IN THE sT TIT.'Cat. tx M •� pon ARos STOP SIGN INSTALLATION FOR TYPICAL STREET SECTION - 60' ROW ..n'g.. a,;,• ,x„rA RESIDENTIAL/COLLECTOR, '^a ' ',"X'°r iiI NN' 0-e21.c-e¢.w..,If ARTERIAL INTERSECTIONS N..A CM GM „,,„.,cN N,,,I pOZ-I OC SIGN SUPPORT ASSFMRI•C aJc� _ w`,. �N°�� OF NneH.s��VARIES J aN, 11 aVe ,.r,, t,: N�. Me ,N,N1ETxa. >l;I _°°; �N ,E �� :ig111:=111 T arm _ .. PROPOSED STORM— dloodvv000mmm0m0m11mm0m©01aoovoo LI JIL_L� r' 1 I PIPE,ANY SIZE FM MN can •s[R/c.1x 1T NM. 0.STREET R 9¢MMI ¢ °���le iv ;11 o©000coomm1mmmmmmmmmm® c mm�-..��, Xt F, i i UP OF- ¢ - NOTES: CONC.LINING PI DOd00m000000000m00Cm0 I _mmmmE i i i 'AT--i E� 1 µ:„ _ A MIN a/C.Ba m`� E'w.,x¢nx¢R E a4°o n 1.1001 OF cPois.EN STONE d -' [�1 m rl��L__ 1---, W CM 1110.R/C CUM MIT ONNA IMI m1.poi •,.A 0.ei. (Trorwe•ro:P•er,«N1 r.R eom aon a 2.WETS. 6 .m>o , `L aDESTTODNED..m,ED vmAwsTION MOS OF OF PIPEE AND UM BEEN / ,L11-1-1-1--s-1rm ...mNTex,.i-...OFF./.10.1.1 m _nvopcAccvOixOFTwuu.STRC uutTYPICAL SECTION - PROPOSED CONCRETE LINING IN DITCH -I L .-r 1°r-r,or C1000 LINSTUN mon BE mo.u THE AT END OF PROPOSED STO PIPE ar OMB 4 —A Txlo.lae 6• mWE We NEW IBM r ue.n.1 Ek r,,, 1,xexx KNEAD.E.E ¢ »rs I ¢, �� 6 f TYPICAL STREET SECTION — 50' ROW 11 \J r dl .M "1 F/' I y e EL 3.._. 1.4_1.1__I 1 9 Lm N HATER BAST MAP 1 111 y83 �y a0©0y11QQommm011m0111111�m1111C09AOa,1 I I I- rH 1I TM MART NOV ao©v00000mmmmmmmmmmmm0 bo�mm • i �,�..p_I Zy1r— :F I 1 - r� 0INDICATION Digitally signed by Gabriel g� I� �4-, MUSSTT BEFRO15 15 Hmgosa,P E LI 11141111:1F111111:1=1:11:11:501 sem siiii El= LJ�L^'E_ �,J I I Nm. DN en-Gabriel H nolosa,PE., -F THE 3 OOLOO • rim r( L- j POSITION 1150K0 o_peVelopment Services, �. h \ ] l_/� • 10 N, ,,..,,,x,,ou Engneer N, _ i MEI 1 C � IJ--`J„0N0 I 1 ^'^°”' "emMkgabrklh@cctexas com, aliHM 11api•' Mua lar- c=Os -r'ifNa -..L...)5,./A( �ir-T�r ! O .w.lx Tw.r ix0 S�Ir �S ems .w. Date:2019.07.1816:45:44-05'00' SV nsTi'v Y• 1¢/x5/,B 0 i! oNTA R ... N,1e dl \✓fir- _IxMAa.w�,1,n Tx REGISTRATION S AND HA ]OWELSH 5.ENGINEERING STREET •I • y PROFILE -B'PVC MATER CROSSING IECORCXRISTI. EXAS TT (1F Yf7RKTIIWN BIRD AT WESTERNMOST PUBLIC IMPROVEMENTS TO I Lm M CORNER OF SITE EIOOKING NORTHWEST) CORPUSRKTOWNCHRISESTNUECESATES NCD IT 1 TT% i SANITARYsSEWER BASE MAP I'M, oSTREET,SIDEWALK,AND DRAINAGE DETAILS,BASE MAPS ... sox ow (.n x.,AM yT,M.MI MO CUMr,e sower or NIXON M.WELSH,P.E.,R.P.L.S. BASS WELSH ENGINEERING 3054 S.Alameda St. Email:NixMW@aol.com TX Registration No.F-52 361 882-5521—FAX 361 882-1265 Survey Registration No.100027-00 P.O.Box 6397 Corpus Christi,TX 78466-6397 10029-PCE-SS 03/05/2019 • AZALI ESTATES UNIT 1 SANITARY SEWER REIMBURSEMENT ESTIMATE SANITARY SEWER ITEMS REIMBURSABLE BY CITY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT 1. OVERSIZE 10"PVC PIPE TO 12"PVC PIPE 901 LF 15.00 13,515.00 DEWATERING DIFFERENCE BETWEEN EXTRA DEPTH OF 12" 2. PVC PIPE COMPARED TO 10"PVC PIPE 901 LF 10.00 9,010.00 DIFFERENCE IN COST BETWEEN MANHOLES FOR 12"PIPE 3. COMPARED TO SHALLOWER MANHOLES FOR 10"PIPE 4 EA 500.00 2,000.00 4. 12"PVC PIPE 137 LF 110.00 15,070.00 5. DEWATERING FOR 12"PVC PIPE 137 LF 32.50 4,452.50 6. OVERSIZE 8"PVC PIPE TO 10"IN PARHAM DRIVE 120 LF 15.00 1,800.00 DEWATERING DIFFERENCE BETWEEN 10"PVC PIPE AND 7' SHALLOWER 8"PIPE IN PARHAM DRIVE 120 LF 10.00 1,200.00 DIFFERENCE IN COST BETWEEN EXTRA DEPTH OF 10"PVC 8' PIPE COMPARED TO 8"PVC PIPE IN PARHAM DRIVE 120 LF 10.00 1,200.00 SUBTOTAL $ 48,247.50 10%ENGINEERING&SURVEYING 4,824.75 TOTAL $ 53,072.25 LESS SANITARY SEWER ACREAGE FEE 0.00 TOTAL AMOUNT REIMBURSEMENT $ 53,072.25 Exhibit 4 (2) Page 1 of 1 CITY OF CORPUS CHRISTI 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". FIRST NAME: DORSAL DEVELOPMENT, LLC STREET: P.O. BOX 8155 CITY: Corpus Christi ZIP: 78468 FIRM IS: E 1. Corporation 02. Partnership ❑3. Sole Owner ❑4. Association 05. 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) NONE NONE 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 NONE NONE 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 NONE NONE 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 35 or more of the ownership in the above named "firm". Name Consultant NONE NONE 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: Alex Azali Title: President (Type or Print) Signature of Certifying Person: Date. 07/06/18 Exhibit 5 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. NIXON M.WELSH,P.E.,R.P.L.S. BASS WELSH ENGINEERING 3054 S.Alameda St. Email:NixMW©aol.com TX Registration No.F-52 361 882-5521-FAX 361 882-1265 Survey Registration No.100027-00 P.O.Box 6397 Corpus Christi,TX 78466-6397 10029-PCE-SS Tr 03/06/2019 AZALI ESTATES UNIT 1 SANITARY SEWER REIMBURSEMENT ESTIMATE SANITARY SEWER TRUNK MAIN ITEMS REIMBURSABLE BY CITY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT 1. 15"PVC 502 LF 160.00 $ 80,320.00 2. DEWATERING FOR 15"PIPE 502 LF 35.00 17,570.00 3. 5'DIA FG MANHOLE 2 EA 3,000.00 6,000.00 4. TRENCH SAFETY FOR SS TRUNK MAIN CONSTRUCTION 502 LF 10.00 5,020.00 5. 24"DIA STEEL CASING PIPE BORED IN PLACE OR OPEN CUT 104 LF 300.00 31,200.00 SUBTOTAL 140,110.00 10%ENGINEERING&SURVEYING 14,011.00 TOTAL $ 154,121.00 LESS SANITARY SEWER ACREAGE FEE (67,851.49) TOTAL AMOUNT REIMBURSEMENT $ 86,269.51 Exhibit 4 Page 1 of 1 NIXON M.WELSH,P.E., R.P.L.S. BASS WELSH ENGINEERING 3054 S.Alameda St. Email:NixMW@aol.com TX Registration No. F-52 361 882-5521—FAX 361 882-1265 Survey Registration No. 100027-00 P.O.Box 6397 Corpus Christi,TX 78466-6397 10029-PCE-SS 03/05/2019 AZALI ESTATES UNIT 1 SANITARY SEWER REIMBURSEMENT ESTIMATE SANITARY SEWER ITEMS REIMBURSABLE BY CITY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT 1. OVERSIZE 10"PVC PIPE TO 12"PVC PIPE 901 LF 15.00 13,515.00 DEWATERING DIFFERENCE BETWEEN EXTRA DEPTH OF 12" 2. PVC PIPE COMPARED TO 10"PVC PIPE 901 LF 10.00 9,010.00 DIFFERENCE IN COST BETWEEN MANHOLES FOR 12"PIPE 3. COMPARED TO SHALLOWER MANHOLES FOR 10"PIPE 4 EA 500.00 2,000.00 4. 12"PVC PIPE 137 LF 110.00 15,070.00 5. DEWATERING FOR 12"PVC PIPE 137 LF 32.50 4,452.50 6. OVERSIZE 8"PVC PIPE TO 10"IN PARHAM DRIVE 120 LF 15.00 1,800.00 DEWATERING DIFFERENCE BETWEEN 10"PVC PIPE AND 7' SHALLOWER 8"PIPE IN PARHAM DRIVE 120 LF 10.00 1,200.00 DIFFERENCE IN COST BETWEEN EXTRA DEPTH OF 10"PVC 8. PIPE COMPARED TO 8"PVC PIPE IN PARHAM DRIVE 120 LF 10.00 1,200.00 SUBTOTAL $ 48,247.50 10%ENGINEERING&SURVEYING 4,824.75 TOTAL $ 53,072.25 LESS SANITARY SEWER ACREAGE FEE 0.00 TOTAL AMOUNT REIMBURSEMENT $ 53,072.25 Exhibit 4 (2) Page 1 of 1 CITY OF CORPUS CHRISTI 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". FIRST NAME: DORSAL DEVELOPMENT, LLC STREET: P.O. BOX 8155 CITY: Corpus Christi ZIP: 78468 FIRM IS: 01. Corporation 02. Partnership 03. Sole Owner 04. Association 05. 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) NONE NONE 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 NONE NONE 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 NONE NONE 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 35 or more of the ownership in the above named "firm". Name Consultant NONE NONE 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: Alex Azali Title: President (Type or Print) Signature of Certifying Person: Date: 07/06/18 Exhibit 5 • 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. Nueces County Kara Sands Nueces County Clerk *VG-50-2019-2019043814* Instrument Number: 2019043814 Official Public Records AGREEMENT Recorded On: October 22, 2019 02:47 PM Number of Pages: 30 " Examined and Charged as Follows: " Total Recording: $123.00 STATE OF TEXAS ick' GD�NTY Cp��. Nueces County * 4, *s, I hereby certify that this Instrument was filed in the File Number sequence on the date/time in b i printed hereon, and was duly recorded in the Official Records of Nueces County, Texas ,,�' NUE��,-~ Kara Sands Q G ��`"`�.� Nueces County Clerk Nueces County, TX ***********THIS PAGE IS PART OF THE INSTRUMENT'`********** Any provision herein which restricts the Sale, Rental or use of the described REAL PROPERTY because of color or race is invalid and unenforceable under federal law. File Information: Record and Return To: Document Number: 2019043814 RTC VERN ROBINS Receipt Number: 20191022000161 NA Recorded Date/Time: October 22, 2019 02:47 PM User: Margarita S CORPUS CHRISTI TX 78401 Station: CLERK04