Loading...
HomeMy WebLinkAboutC2019-572 - 10/1/2019 - Approved WATER ARTERIAL TRANSMISSION AND GRID MAIN CONSTRUCTION AND REIMBURSEMENT AGREEMENT STATE OF TEXAS § COUNTY OF NUECES § This Water Arterial Transmission and Grid Main 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 Arterial Transmission and Grid main extension ("Grid Main Extension"); WHEREAS, it is in the best interests of the City to have the Grid Main Extension on be constructed to its ultimate capacity under the City's applicable Master Plan; WHEREAS, Section 8.5.1.C. of the UDC authorizes the acceptance of applications to be eligible for reimbursement in the future when certain funds become fully available in the Arterial Transmission and Grid Main Line Trust Fund and are appropriated by the City Council; and WHEREAS, Developer/Owner has submitted an application for reimbursement of the costs of extending a Grid Main Extension 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 Water Trust Fund pursuant to UDC §8.5. The City is acting as trustee to further its governmental functions of providing water and sewer service. Texas Constitution Article 11, Section 3 prohibits the City from 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 Grid Main Extension 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 SCANNED 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 and seal plans and specifications for the Grid Main Extension, as shown in the attached Exhibit 3, the content of such exhibit being incorporated by reference into this Agreement, with the following minimum requirements: ITEM DESCRIPTION QUANTITY UNIT 1 12"PVC PIPE 1548 LF 2 12"GATE VALVE W/BOX 4 EA 3 12"TEE 8 EA 4 12"EL ANY ANGLE 2 EA 5. 12"SLEEVE 1 EA 6 12"CAP TAPPED FOR 2" 2 EA 7. 6"DIA X 30"PVC PIPE NIPPLE 12 EA 8. 6"GATE VALVE W/BOX 4 EA 9. 6"90°EL 4 EA 10 FIRE HYDRANT ASSEMBLY 4 EA 11 DEWATERING FOR 12"PIPE AT YORKTOWN BLVD CROSSING 1 LS 12. 20"STEEL CASING PIPE BORED IN PLACE(NO OPEN CUT) 80 LF b. The plan must be in compliance with the City's master plans. c. The plans and specifications must comply with City Water Distribution Standards and Standard Specifications. d. Before the Developer/Owner starts construction the plans and specification must be approved by the City's Development Services Engineer. 4. SITE IMPROVEMENTS Prior to the start of construction of the Grid Main Extension, Developer/Owner shall acquire and dedicate to the City the required additional utility easements "Easements", if necessary for the completion of the Grid Main Extension. If any of the property needed for the Easements is owned by a third party and Developer/Owner is unable to acquire the Easements through reasonable efforts, then the City may use its powers of eminent domain to acquire the Easements. Developer will be responsible for cost of acquisition, payable from the reimbursement agreed to in this agreement. 5. PLATTING FEES Developer/Owner shall pay to the City of Corpus Christi the required acreage fees and pro-rata fees as required by the UDC. 6. DEVELOPER/OWNER AWARD CONTRACT FOR IMPROVEMENTS Developer/Owner shall award a contract and complete the improvements to Grid Main Extension, under the approved plans and specifications, October 30, 2020. 7. TIME IS OF THE ESSENCE WATER ARTERIAL TRANSMISSION AND GRID MAIN CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 2 of 11 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 or obligations under this Agreement. If this Agreement calls for review or inspections by the City, then the City's reviews or inspections must be completed thoroughly and promptly. 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 by City Council. b. Developer/Owner's professional engineer fails to submit the plans and specifications to the City's Director of Engineering Services by the 40th calendar day after the date of approval by City Council. c. Developer/Owner fails to award a contract for the construction of the project, according to the approved plans and specifications, by the 70th calendar day after the date of approval by City Council. d. Developer/Owner's contractor does not reasonably pursue construction of the project under the approved plans and specifications. e. Developer/Owner's contractor fails to complete construction of the project, under the approved plans and specifications, on or before October 30, 2020. f. Either the City or Developer/Owner otherwise fails to comply with its duties and 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 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 12, 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. WATER ARTERIAL TRANSMISSION AND GRID MAIN 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 Developer/Owner. Developer/Owner shall pay to City the reasonable and necessary cost of the performance within 30 days from the date Developer/Owner receives notice of the cost of performance. In the event that Developer/Owner pays the City under the preceding sentence, and is not otherwise in default under this Agreement, then the Agreement shall be considered in effect and no longer in default. f. In the event of an uncured default by the City after the appropriate notice and cure period, the Developer/Owner has all its remedies at law or equity for such default. 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; epidemic; landslides; lightning; earthquakes; fires; hurricanes; storms; floods; washouts; droughts; arrests; civil disturbances; explosions; or other causes not reasonably within the control of the party claiming the inability. b. If, by reason of force majeure, either party is rendered wholly or partially unable to carry out its obligations under this Agreement, then the party 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 WATER ARTERIAL TRANSMISSION AND GRID MAIN CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 4 of 11 2. If to the City: City of Corpus Christi Attn: Director, Development Services Department 2406 Leopard Street 78401 P. O. Box 9277 Corpus Christi, Texas 78469-9277 with a copy to: City of Corpus Christi Attn: Assistant City Manager, Business Support Services 1201 Leopard Street 78401 P. O. Box 9277 Corpus Christi, Texas 78469-9277 b. Notice required by the paragraph may be 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 of 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 project, contracts for testing services, and with the contractor for the construction of the project 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 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. WATER ARTERIAL TRANSMISSION AND GRID MAIN CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 5 of 11 15. WARRANTY Developer/Owner shall fully warranty the workmanship of and function of the Grid Main Extension 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. 16. REIMBURSEMENT a. The cost for the Grid Main Extension less $31,053.61 lot/acreage fee credit is $147,999.99 Subject to the conditions for reimbursement from the Water Arterial Transmission and Grid Main Trust Fund and the appropriation of funds, the City will reimburse the developer, the reasonable actual cost of the Grid Main Extension up to an amount not to exceed $147,999.99 as shown in the attached Exhibit 4, the contents of such exhibit being incorporated by reference into this Agreement. b. Subject to the conditions for reimbursement from the Water Arterial Transmission and Grid Main Trust Fund and the appropriation of funds, the City agrees to reimburse the Developer/Owner on a monthly basis upon invoicing for work performed. The submitted invoice shall be deemed administratively complete by the City prior to payment. The reimbursement will be made no later than 30-days from the date of the City's administrative approval of the invoice. Developer/Owner shall submit all required performance bonds and proof of required insurance under the provisions of this Agreement as detailed in Exhibit 5. 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 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 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 at a time when there has been a partial completion and partial payment for the improvements, then the City shall only reimburse Developer/Owner for its costs that were legitimately incurred towards the completion of the improvements that have been inspected and accepted by the City up to the time that there is an uncured default by the Developer/Owner. WATER ARTERIAL TRANSMISSION AND GRID MAIN CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 6 of 11 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 Water Arterial Transmission and Grid Main Trust Fund, that reimbursement will not be made until such funds are available, appropriated, and this Agreement has priority per UDC §8.5.1. C. 18. INDEMNIFICATION Developer/Owner covenants to fully indemnify, save and hold harmless the City of Corpus Christi, its officers, employees, and agents, ("indemnitees") against any and all liability, damage, loss, claims, demands suits and causes of action of any nature whatsoever asserted against or recovered from city on account of injury or damage to person including, without limitation on the foregoing, workers compensation and death claims, or property loss or damage of any other kind whatsoever, to the extent any injury, damage, or loss may be incident to, arise out of, be caused by, or be in any way connected with, either proximately or remotely, wholly or in part, the Developer/Owner's failure to comply with its obligations under this agreement or to provide city water service to the development, including injury, loss, or damage which arise out of or are in any manner connected with, or are claimed to arise out of or be in any manner connected with the construction, installation, existence, operation, use, maintenance, repair, restoration, or removal of the public improvements associated with the development described above, including the injury, loss or damage caused by the sole or contributory negligence of the indemnitees or any of them, regardless of whether the injury, damage, loss, violation, exercise of rights, act, or omission is caused or is claimed to be caused by the contributing or concurrent negligence of indemnitees, or any of them, but not if caused by the sole negligence of indemnitees, or any of them, unmixed with the fault of any other person or entity, and including all expenses of litigation, court costs, and 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: WATER ARTERIAL TRANSMISSION AND GRID MAIN CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 7 of 11 (a) all fees incurred in defending any action or proceeding brought by a public or private entity and arising from the presence, containment, use, manufacture, handling, creating, storage, treatment, discharge, release or burial on the property or the transportation to or from the property of any hazardous substance. The fees for which the developer/owner shall be responsible under this subparagraph shall include but shall not be limited to the fees charged by (i) attorneys, (ii) environmental consultants, (iii) engineers, (iv) surveyors, and (v) expert witnesses. (b) any costs incurred attributable to (i) the breach of any warranty or representation made by Developer/Owner in this agreement, or (ii) any cleanup, detoxification, remediation, or other type of response action taken with respect to any hazardous substance on or under the property regardless of whether or not that action was mandated by the federal, state or local government. This indemnity shall survive the expiration or earlier termination of the agreement. 19. ASSIGNMENT OF AGREEMENT This Agreement may be assigned by Developer/Owner to another with the written consent of the City's City Manager. 20. DISCLOSURE OF INTERESTS Developer/Owner agrees, in compliance with the Corpus Christi Code of Ordinance Sec. 2-349, to complete, as part of this Agreement, the Disclosure of Interests form attached hereto as Exhibit 5. 21. EFFECTIVE DATE This Agreement shall be executed in one original, which shall be considered one instrument. *This Agreement becomes effective and is binding upon, and inures to the benefit of the City and Developer/Owner from and after the date that all original copies have been executed by all signatories. 22. DEDICATION OF GRID MAIN EXTENSION. Upon completion of the construction, dedication of Grid Main Extension will be subject to City inspection and approval. 23. CERTIFICATE OF INTERESTED PARTIES. WATER ARTERIAL TRANSMISSION AND GRID MAIN CONSTRUCTION AND REIMBURSEMENT AGREEMENT Panna of 11 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/leqal/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/qovernment/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. WATER ARTERIAL TRANSMISSION AND GRID MAIN CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 9 of 11 EXECUTED IN ONE ORIGINAL this r44'‘-day of 1d1O , 20 1 1. ATTEST: CITY Oii •US CHRISTI Reb cca Huerta Alia Po d City Secretary Director for '�evelopment Services For City Manager LifiL1111,P.,,AUTHUKiLL. APPROVED AS TO LEGAL FORM: n cant 1 U - 1 - alp 1 9 76tid) I ( - / 7 SFCIPTAov Buck Brice (Date) Assistant City Attorney For City Attorney WATER ARTERIAL TRANSMISSION AND GRID MAIN CONSTRUCTION AND REIMBURSEMENT AGREEMENT Anne In ,-f 44 Dorsa • • • op e C. C. By: Alex Azali President STATE OF �'NLCtS COUNTY OF taUS This instrument was acknowledged before me on , 2019, by Alex Azali, President, Dorsal Development LLC, a Texas limited Liabi Company, on behalf of said corporation. fealk� �,�'�"� Notary Public'.ignature CORTNEY BENAVIDES JL Notary ID # 130877318 0 . My Commission Expires a •,� October 27,2020 oalwmorwurompoleemeemapmeepoiwienspoex WATER ARTERIAL TRANSMISSION AND GRID MAIN CONSTRUCTION AND REIMBURSEMENT AGREEMENT Page 11 of 11 I NAGEL FARMS, LLC. DOC.N0.2008038737, O.R.N C.T, BAGEL ET-UN CARMEN CASAS, REMAINDER OF 25 AC. PORT. LOTS 7 4 10. SECTION 25, F86EF1GT, V. TRACT, PORT. LOTS 7 4 ID, SECTION 25, FOREFOOT, I /'FO L'1.P. 'A', P. ♦1 -43. M.R,N C.T. N28°41'25'E 1758. 90' V.•A'. P.41-43, MRNCT, V.2196, P. 235, ORNCT �/ 70.00' I 60.00' 60.00' 60.00' 55.00'//, 35.00' 55.00' 55.00' 55.00' 55 IX' 0'UE 55 6- 53,07' 55.LT- 55.G'' 55.00' 60.00' 60.00' 65.93' 62.00' 62.00' 62.00' 60.DO' o r---lE� o P I © / L. 0w t' 0 ♦'}}, }}, } 15 t BS 2 3 4 5 / 04,, 6 ] 8 `0 a 9 6325 11 0'� 3 13 25 I'p 6325 6900 6900 82 7130 20 3t 5 22 I'_^ 8002 SF C 6900 SF ° 6900 SF • 6900 SF • 6325/SF do:6]23 SF. 6325 SF• 6325 SF 31 W 6723 SF• SF• 6�2SEP-m.yO610]Si • 6325 SF• 6323 SF m W Sr• SF SF ° ]582 Sr • SF • )130 SF . 7130 SF '4 m R FEMA ZaNE °B / R A -7re'YR a^ _� ,..,• OMA TONE A 13 (EL 10) �- h I- I 25'YR --�7- _ 21 YR \ _ - O�L_5,�y 1.7.... 60.00'�'(D_60.DO' 60.00' l 35.00' 55 00' 55.00' 55.00' 55 00' 33�' 35.DDS'(653_07'\ 33.00' 35.00' 55.00' 60.00' 60.00' _ZEL__65.93' 62.00' 62.00' 62.00' 60.00' / ' 528.41'25.0 4320.91' l \ P. I / N28'41'E3'E 1400AZALDRE\ _ ____ - - - - -- c I \ 628'44'25'C 1320.92' 0 1 I- 33.OT • E 60.00' 60.OU' 60.00'/0 33.00' 51 DO' 55.00' 33.00.3'E)•`-SS 00' 55.001 53.00' 37.OU' �\!].00' 57,00' 97.00'-SrE�].00' 57.00' 62.00' 62.OD' 62.00' J-62.00' 62.00' Er \ --I-„, - - -tg7R\ \ w w 'Yu_- w n 25'YR 1 !0, ''..'• w \ w c,',.) I "0 6900 SF�y�y,/� n, g I g '\ mg iqb ` $ I] - GI>� •I -/¢ mnb 1 5 • 6 7 8 • 9 '.4`16.3 IO f I1 IA l3\ 14 • 13 16 • 17 • IS '2,6 19 • 20 • 21 TO 22 � LE o 8 8004 jr 0 n 6900 SF I 6900 SF • fog, ` 6325 SF 6325 SF L.:6325 SF° 6325 SF, 6325 SF H 6325 SF 6325 SF 6355 SF H-6555 S}\ 6555 SF 6555 SF I. 6555 SF 6555 SF 7130 SF . - 7130 SF 7130 SF 7130 SF .n Z •-. 26 `2. 1 j W• 4 O \\ a u7 c '.=2 ' N dr s `NI Imo. I- �1Y�'-.«_1�,-- A�.oo•" �.'TS'LE 55.OD'-3S.dr-' dr--5145,-X59.�1 -SIM'5'_-57'95'--9700-�ST71D�I--STObr--57.051- 'l -3a dr-70'TtC 0508'--6'27-O0r IT 054-62.-DD' V_I J . w / ---- <E, 10> O h °' «4 FEMA ZONE 'B' / 0 I FEMA ZONE A 13 \ w 3 m 43 44 43 42 AI u1. 40 39 38 w 37 36 35 l,L. 3]\ 32 w 31 30 29 F. 28 27 26 n 25 C7 I '-" 8 6900 SF • 6900 SF •/ 6900 SF • 6325 Sr• 6325 SF m 6 6325 Sr. 6323 Sr• 6323 SF r.6 6325.SF • 6325 SF • 6555'SF ,a., 34 SF • 6555 3f • 6535 Sr a 6555 SF • 6535 SF • 7130 SF `'6 7130 SF • ]130 Sr • 7130 SF =g N m N vi Q oi MD w 25'YR - Z 25'YR I 2p'YR N J 60 CO' E.D.DO' 1 EL 65 00' 33.00' 5S 00• 55.011 55.00' SS 00' 3 EE 53.Dy 35.00' 3 37.00' \�.CYO' _EEE\,p 57.00' 5715 6 00' 62.00' 62 00' 5.SE 62.05 62.00' t 528.41.2'�•V 1320.94' \ U O R 't I \I KARO DRI E \\ \\\ _-_- k \1-- J _ N2B'41''25_E 1400.94' _--__ \ _ _�\_�__-_ \ \ N2B'41'23'E\ 1520 9!' \\ \\ O -� I I 1225 95' \ ,_._ \ 10'UE iCA n a + S 20'YR S6l'l8'33'-1 4-1 0 20� - e CONTINUED SHEET 3 zo N I; 20'YR CONTINUED SHEET 3 �' \ 60.OU"T;al 5 i.E Im I'j CURVE DATA I \I y: _ LOT 30 Ivy 1 Wy A B I J I m iri l O DO-89.39'39' LOT 30 12_I', ® S61°18'35 E ➢•90'00'21' R•li 00' R•13.OU' T•15.DO10) 347, 97' L423T415.30' L•23.56' O I I FEMA ZONE A-13 (EL N `\ I L=23'56 30.3'6.IB'24'E \ J IIS CH421.21 36'E CH421.21' CN•21.21' '' I A m A-13 (EL 10) 1��l'' I ,O'-• FEMA ZONE FRED'S r9LL] 01cr, ' Ln E STATE OF TEXAS B FRED'S FOLLJ COUNTY OF NIECES B 0 400' 800' 1600' • DORSAL 0 IN THE LLC,HEREBY EGERD,FOREGOING OMNI WE ARE THE OW TE RS OI TNN FANO 1 EMBRACED WITHIN LHE BOUNDARIES OF THE WHA PLAT.SUBJECT TO A LIEN IN FAVOR OFE G. q THAT WE HAVEN SAID SURVEYED PND DEDICATED. SCALE, I'=800' AS SHOWN.THAT EASEMENTS AVESTREETS AS SHOWN HAVE BEEN HERETOFORE ER.000 0 OR IF z AMETHYST DR. NOT PREVIOUSLY OECIPUR O, RE HERESY DFON AND TO THE PUBLIC USE FOflEVER,MD THAT T145 PLAT WAS MADE THE PURPOSE OF DESCRIPTION AND DEDICATION. a /�/ DRAINAGE THIS THE_DAY OF 70_, RANCH VIEW DR.- �•y CHANNEL 31 ATA O.AZAR.PRESIDENT O� r 0 30' 60' 120' r p IlSHEET 2 RECEIVED SCALE, r= so' P 1 g 2018 ID SHEET 1 • 2; AUG 2N8 • STATE OF TExA5 4 K•414 r City or Corpus Christi PLAT OF _ Development Services COUNTY OF NIECES s PLANNING COMMISSION STARRY R0.I SHEET 3 / THIS INSTRUUENT wA5 ACKNOWLEDGED BEFORE ME BY ATA 0.AZALL PRESIDENT OF DORSAL AZALI ESTATES UNIT 1 / $ DEVELOPUENT,LLC. r'S THS TIE_DAY OF 70_ A 43.190 ACRE TRACT OF LAND, MORE OR LESS, A PORTION Di LOTS 7, B, AND 10, SECTION 25, ALL DF LOT 9, SECTION 25 AND A PORTION Or LOTS I, 5 AND 6, SECTION 34, FLOUR BLUFF AND ENCINAL FARM AND GARDEN TRACTS, A MAP OF WHICH IS RECORDED NOTARY PUBLIC. IN AND FOR IN VOLUME•A', PAGE 41-43, MAP RECORDS, NIECES CO, TO LME STATE OF TE%AS CORPUS CHRISTI, NUECES COUNTY, TEXAS CA40 DEL OSO DATEMPLOTTED.APLAT-MILD LOCATION MAP AND SHEET KEY BASS 8 WELSH ENGINEERING JOBP. .. PLAT-SHLpVG JCB E'110029 1' = 800' FIRM NO. F-S2, 3084 S. ALAME OA Sr. SCALE,I'*bO' CORPUS CHRISTI, TEXAS 78404 PLOT SCALE.SAME SHEET 1 Or 3 I Exhibit 1 NAGEL L1-UX CARMEN CASA S. REMAINDER OF 25 AC. TRACT, 0 PORT. LOTS 7 1 10, SECTION 25, FILEFLGT, V.'A', I- P.41 -43, M.R.M 0.1., V.2196• P. 235, 0.R.N.C,T. STATE OF TEXAS 4 5 N28°41'25°E 1758. 90' A 62.00' 6d 00'10''UE 65.90. 823' 25' 1 63.00' W 3,00' 33.00' 101'UE 33.00' Sl.CIT W S3.60 I COUNTY Of NUECES //' O T I O 8 I �� YI O I WE, E UHEREBY CERTIFY THAT IN ARE THE HOLDERS OF A UEN ¢I I N 361 0 1 B,'35'E ON THE LANG EMBRACED WITHIN THE BOUNDARIES OF THE FOREGOING MAP AND THAT WE APPROVE ESSED, 22 Iq A e� h 1 {G 6 120.OO' THE SUBDIVISION AND DEDICATION FOR THE PURPOSES AND CONSIOERATONS THEREIN EXPRESSED. 2 21 • 6900 SF O n 7530 SF 23 I 2 m ,`h, A IFP 17778 SF A 63.SF . 6360 SF 2„,,,b 6360 SF 6480 Sr m 6 6600 Sr( �7 5, DOC �,ll N - a$ I ^ I "t. 1 1 TITLE: 111 25'YR 1 H25•:11' *1 I - 23•YR __ _. I 1 N28'41'25'E STATE OF TEXAS 4 62.00' 60.DO' S'EE 50.90' I� -L 55.00' S3.0� 53,00' S'EE 33.00' 54.00' SS.J -\6. 56' COUNT,OF NUECES 4 © W 528.44.25'w 1320.91' © Q In ! S2B'II'29'V 323.00' 8 I \ THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY 0.90•DO'00' IC N20.4I.25•E 1400.91' _� 1__ AZAII p/RIVE_ N28.41.25•E 364_96_-__- I 1.10.DO' L.15.OD' _ - / 8 I H THIS THE_DAY OF 20� CB-S16.113' ^ / Nal. 25'E 329.56' CH•14.14' N28'41'25'E 1320.92' ©/�__ I_ }� / 0 _ I�® 50.00' --/5-67007-'3'ti-56.00' 56.00' 56.00' 95.56' 11€ST PUBLIC, IN ANO FOR ® j 62.00' 62.00' 3'EE 8.90' 123' /- THE STATE Of TE%AS lLI ---25'17r-- -25'> g- / Z1 YR -1 I �TEMPdiMY ACCESS EASEMENT, 1.45 00DO.00' CY --25. 4'-' W, W Wt, N1 0 R.N.E.T. THIS EASEMENT L.23.56' n- O I'-'.• m 0.23 56' d 1 I� SHALL EXPIRE WHEN THIS CB.S16•IR'35'E S 04 8 8 ¢ D / 0 22 ° 23 -0 24 • 23 8 5 26 . AREA IS PLATTED LH421.21' O 24 ' 7130 SF 016 7300 SF\S, - 7178 eF C,- 6720 SF 672U SF:,_6720 SF 6720 SF G.-'6667 Sr 8I - •�,�, A o g 8II �w " FEMA ZONE A13 (EL 10) " QI 1D.90LU �� STATE OF TEXAS e 8.15.00' LJ Li I w p goA 7.15.00' .00 ,,W' 7,;•L 63'0' "' ml8 °+ /6SSOr-5860- -SG 00 9G(19'"3'111�• -75,W 1 TTI § ,g COUNTY OF NUECES 4 0.25.36' :•41 2S' '.5_UE- n ]i°�UC S2B=1.gtV p THE FINAL PLAT OF THE HERON DESCRIBED PROPERTY WAS APPROVED BY THE DEPARTMENT OF • CH421. 41'29'E ,__,Z ___S - E F ^S•^ CH.21.21' � / (E- 10) I P �i DEVELOPMENT SERVICES OF THE CITY OF CORPUS CHRISTI,TEXAS z FEMA ZONE Al2 (EL 10)m :°3/11;" ® FEMA ZONE A13 81 i2 °" 02 W w 1:1 w o to AA' ®90.00.00• � g" I /". NI n 1=10.00' 26 . 7430 SF m'8 7300 SF I5 / al-7478 SF• -6720 SF ' 6700 SF 04 8 6720 Sr ° 6720 SF m H 6667 Sr- I0 ^ ~ WKLAM J.GREEN,P.E. 7.10 00I:I 0 . ^'+.x DEVELOPMENT SERVICES ENGINEER CB.S73. T.-Zg Ni Ir.:,,, 6 CH.14.14' / I^ 25'YR STATE OF TEXAS 4 041E /25'In. _ _ - Z5 YRCOUNTY OF NUECES 4 __ 62.00'___I•Er_4B_90J ' �30.00' 56.03' 56.00' 56.00' S'EE 56.00' 55.56' A. . SS213.41'25'V 7320 94' IIIIII (�1 't II THE FINAL PUT OF THE HEREIN DESCRIBED PROPERTY WAS APPROVED ON BEHALF OF THE CITY $28'Al'25'V 329.56' TEMPO Y ACCESS EASEMENT, OF CORPUS CHRISTI,TEXAS BY THE PLANNING CDAUIOS10N. N DOC. N N29.41_25'0 147]0_94' /___j__ KARO DRIVE _ N28141'211E 364.56' _ _ I 0 R N F.T. THOS EASEMENT THIO THE DAY OF 20� �i AREAL16%PLATTED N TRIO 528'41 25'O 1320 3'/ 8 �I ®t N2B'41'25'E 209.56' I®¢a © / ERIC VILLARREAL.P.E. NINA NIXON-MENDE,FAICP,SECRETARY ® 110.00_ 99.56' -Jy 'Al" CINORNAN 9� ml$ f TG'YR/UE -7y m(0'qua- 1W ai0+I$ -, f t5TyR7 E-- CONTINUED I al , .g , I %I N s^g S28'41'25'W SHEET 3 �I I8,, 655;sF 04 u, 9' niB sr $1 � 7100 sF moi 50. 00' 35 40 IID ®AS 'R t� ` 19.96 AC TRACT II. STATE OF TEXAS 9 1K�I t I0.00' I 'I E.25' 23' I I^' i7:07.8007 20.00' I 114 109.]6' yW c0i 25' 25'J�DOC.H0.2012013835• O R.N.C.T. / r 628'41'25'W 439.56' DORSALDEVELOPMENT, LLC COUNTYOF NUECES 4 I , 61'18'35'E S61°18'35'E I.KARA SANDS,CLERK OF THE COUNTY COURT IN AND FOR SAID COUNTY,DO HEREBY CERTIFY THAT 287, 97' 19,36 AC. TRACT 11, 9'UE, OTIC NO. 0.R.N.C T. 55. OO' THE FOREGOING INSTRUMENT DATED THE DAY OF 20_WITH ITS I I DOC.NO.2012015835, O R.N.C.T., DORSAL DEVELOPMENT, LLC CERTIFICATE Or AUTHENTICATION,WAS FILED FOR RECORD IN MY OFFICE THE SAY OF 20_AT O'CLOCK M.,AND DULY RECORDED THE yq]E5 DAY OF 20_AT O'CLOCK M.IN THE MAP RECORDS I. THE RECEMNG WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE OSO BAY.TIE TCE0 HAS CLASSPIED THE AQUATIC LIFE USE FOR THE O50 BAY AS'E%CEPTONAL'AND'OYSTER WATERS'.T0E0 ALSO OF SAO COUNTY IN VOLUME ,PAGE INSTRUMENT NUMBER CATEGORIZED THE RECEIVING WATER AS CONTACT RECREATION'USE. WITNESS MY HAND AND SEAL OF THE COUNTY COURT IN AND FOR 5040 COUNTY AT OFFICE IN 2. SET 5/8"I.R.AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE.All.IRON R00S SET CONTAIN PLASTIC CAPS LABELED BASS AND WELSH ENGINEERING. CORPUS CHRISTI,NUECES COUNTY.TEXAS,THE DAY AND YEAR LAST WRITTEN. 3. THE BASIS OF BEARINGS IS THE STATE OF TEXAS LAMBERT GRID.50UTH ZONE.NAD 1981. 4. ALL OF THE SUBJECT SITE LIES IN ZONE A13(EL TO)ACCORDING TO FEMA FLOOD INSURANCE RATE MAP, BY, COMMUNITY PANEL NO 485494 0540 0,NUECES COUNTY,TEXAS(UNINCORPORATED AREAS),MAP REVISED MARCH 1B,1985,EXCEPT FOR AREAS IN ZONE'B'NEAR YORKTOWN BOULEVARD AS SHOWN. STATE OF TAUS 9 DEPUTY KARA SANDS.CLERK 5. LEGAL DESCRIPTION'A 43.190 ACRE TRACT OF LANG,MORE OR LESS.A PORTION OF LOTS 7.8,AND 10. COUNTY COURT SECTION 25,ALL OF LOT 9,SECTION 25 NID A PORTON OF LOTS 1,5 AND 6,SECTION 34.FLOUR BLUFF 000NTY OF NUECES I AND ENEINAL FARM AND GARDEN TRACTS,A NAP 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 6 WELSH ENGINEERING, HEREBY CERTIFY THAT THE FOREGOING PUT WAS PREPARED FROM A SURVEY MADE ON THE 6. THERE ARE NO KNOWN NATURAL'NATER BODIES.JURISOICTONAL WETLANDS.ENDANGERED SPECIES HABITAT, GROUND UNDER MY DIRECTION,IS TRUE AND CORRECT AND THAT WE HAVE BEEN ENGAGED TO RECEIVED STATE SUBMERGED LANDS OR CRITICAL DUNES ON THE SITE. SET ALL LOT CORNERS UPON COMPLETION OF SUBOIVISI0N CONSTRUCTOR IMPROVEMENTS WITHOUT DELAY. T"�( �J�,± 7. A STORM WATER POLLUTION PREVENTION PLAN mu_BE SUBMITTED WITH THE CONSTRUCTION PLANS FOR ANY P I W O" '-'1 PROJECT ONE(I)ACRE OR GREATER OR A STORM WATER POLLUTION CONTROL PUN IF LESS THAN ONE(1) THIS THE_DAY CF 20_ P� • 2 a AUG 20:18 • ACRE. P 8. IF LOTS 28,29 AND 30.BLOCK 5,ARE DEVELOPED WITH RESIDENTIAL USES,COMPLIANCE WITH THE OPEN 1 SEP 1 T-' 2018 City of corpus Christi SPACE REGULATION WILL BE REQUIRED DURING THE BUILDING PERMIT PHASE. NIXON H. WELSH, R.P.L.S. I Development Services 9. THE TOTAL PLATTED AREA CONTAINS 43.190 ACRES OF LAND INCLUDING STREET DEDICATION. P✓`T OF 10 1010 YARD REOUIREMENT.AS DEPICTED.K_A REOUIREMENT OF THE UNIFIED DEVELOPMENT CODE AND IS PLANNING COMMISSION SUBJECT TO CHANGE AS THE ZONING MAY CHANGE AZALI ESTATES UNIT 1 1I. NO PRIVATE DRIVEWAY ACCESS ONTO YORKTOWN BOULEVARD FOR LOTS IN BLOCKS 1&2. CONTINUED 12. NO PRA/ATE ATE DRIVEWAY ACCESS ONTO KARO DANE FROM LOT 30.BLOCK 5. 1/�V O NTI N CORPUS CHRISTI, NUECES COUNTY, TEXAS DATE PLOTTED.8/16/18 HASS 8, WELSH ENGINEERING CD 40,,?,2 T-SH2.OWG FIRM NO. F-52, 3054 S. ALAMEDA ST. SCALE.I'•60' CORPUS CHRISTI, TEXAS 78404 PLOT SCALE.SAME SHEET 2 OF 3 CONTINUED FROM SHEET 1 CONTINUED FROM SHEET l ________----__----_--------- h- ______—___—__ —_—__ _____ -_ ti___—_______t___—_____—___—__ —ACL KARODR. }— ueItsi3 -3_—_—___—V_—__ — y (60.906. SEE S4CET 1 \ `z Q I FOR FILL STREET ROY) N26•al'25•E 12°5.\95' /\ ` 1 10•UE 4 1 672.s3(��lls_I"S3R.12{ T \`T `\ 10'UE £ 10 1'R0 - r\ �— 20'YR 20'YR N2C 4• \I E 1221 9S'T \\ "\'\ \ 2D'TR 561.18'35'E MI , I� 0.69 59139• • �\I \ \\ • 60.00' I/ ' 8 iiia 00'1 20' \ \ \ \• \♦ , ('f S L•23 S6' \ \ \ / I� C6•N16.1$'24'A J \ '�4 \ ♦♦♦\ \\ 7.5' UE. DOC I h CM•21,21' / K• \ \ '5 P�R.yy..,, I N A I / \ \ \ ♦ \ , 1\ N U I I '°° LOT 30 O \ \ \\ \\ /•�' fnI r _ / \\ `\ \ \ \ / II p{ 497,021 SF•.I1.I10 AL. / \\ \\ \ �\� �\ / m•I 110\N I 3 A, , w \ \ 1 / S\ I in / I � `\ I (, 155 dpii \ , / L:I k» � J ——ry I I / , ; I �.`\ / mi to p 4I I S26.4i'25•Y 69.05• I \\\• % ,y. t5 — / \\'_", �/ I i w. n4._-_1 s 1 _I,1 // 71 '` I �8 I 1 —— I rQx ' 4C ROD AR$SECTION LINE CLOSED • f . <`/ I / / 9V CITY CIRIC,IL. ORA NO 030635, OOC. \\ I IP TI > 0,1 I / / — I /,/ IC 6015045595. EIRCT \ .r I `ems ' / V / R3 II 1 ' / / ! Z I / 'I /' / 1 d I I j �/ I \ I 1 I FEMA ZENE AO I( EL 10)1 CC§ / • , JG I( I /,/ // // I I p// // I" § I oII //I Ir--iO-- ^g // •4I- i'' // / 'll bth/ ///•♦ A14 rn / Z I / / / I 1 O LOT 30 / /p'1 F� I b oI¢ / 1\ / �/� P / a Z /' / / /<v Is; I iO .�I LIN / LOT 29 / / / ///� L" U. N /' 333.637 Sr•7.659 AC. / / / `\\ 1 2 n.;- Q / / / / ♦\\ \ / / /) w `Q El I / I / / /; I'^g i A U. /, / / / \\A '� / / /c,2 $p. I / , I , \\ \ / / / 4F �, / I / \ \ / / 7.S' UE, DOC. Nd gl I / i / \I \\ /Q�/(/ 0.R.A C.7 /// I / �� , j II WYWY0C — 1 5. �7i' I/S61'18'35'E 49.51' I — % I V \ 2— --—,J '( I4 —� '' I OOe RI'O'V Ess IM/ I I I 1_ .�. ,/ i �' §J / / I i I S2�'41'25' 368, 19' � i I I 1 1 ""1-,� i 3 I I I Al ,/ I I -�� 0 30' 60' 120' ,,,,,�''' RECEIVED .. ].S' YE. DOC D I 1 I dR.N C.i. I f SCALES I'= 60' • 2 4UB IC1B • I I 11 0 I \\ I m City or Corpus Christ) r 1 Iy ry Development Services \ I 101 19.SR AC, TRACT, DOC. I 44 I' \ I , \O�` 2013051241, ORNCT. DORSAL I I I. DEVELOPMENT, LLC PLAT OF • A(J S kISO.'°'nr "64 i I ,II `� pip.ppdgAZALI ESTATES UNIT 1 I I I D CONTINUED 1 I SEP 1 9 2018 I LOT 6 I 1 1, I I g- CORPUS CHRISTI, NUECES COUNTY, TEXAS _FILar LINE 1 695. 13' \♦\♦♦ I 1 I �I BASS & WELSH ENGINEERING PLAT OATEN OH S � _ r �s PLANNING COMMISSION PLOT PLAT SM 3 �- �ar s I S28'41'55'W 720. 13' EDWARD AND PAICL'8'.CANTU, DDC. /111 FIRM NO. F-52, 3054 S. ALAMEDA ST. SCALD 1••6a FD PDP N0.199703]g6.0.R.M C.T.,30.SA AC. CORPUS CHRISTI, TEXAS 78404 PLOT SCALD SANE SHEET 3 OF 3 MAGEL FARMS, LLC, 00C.N0.2008038737, 5.R N.C.T• I MAGEL EI-Ux CARMEN CASAS, REMAINDER OF 25 AC. PORT. LOTS 7 L 10. SECTION 05, FBLEF1GT, V. TRACT. PORT. LOTS 7 L 10, SECT ION 25, FBLEFLGT, FD 1'I.P. /) N28'41'25'E 1758. 90' V.•A•. P.41-43, HRNCT, V.2196, P. 235, DRNCT C] 70.OU' 1 60.DD' 6a.00' 60.00' 55.00'Llr / 55.00' S3.00' 55.CO' 55 00' 5511'li 55.00' 53.07' 55.00' 5.00' 55.00' 60.00' 60.00' 63.93' 62.00' 62.O' 62.CO. 60.00' =I1 r- a 1O'UE W Ip 1W "F 60 Iv. I �' 2 3 1 S 1 �i g 6 ) 8 I^g 9 10 11 'r'g 12 13 14 i7 g 15 16 IT lB 19 20 21 V,22 BO02 SF Eo 8 6900 SF ' 6900 Sr ` 6900 SF . 6325/SF 1.Vi 6325 Sr• 6325 SF. 6325 SF 1.v,6325 SF ` 6325 Sr. 632SSFmy,6103 SF• 6325 SF• 6325 SF m,6325 SF • 6900 SF . 6900 SF • 7582 Sr • 7130 Sr • 7130 SF . 7130 SF - [ - (EL 10) V.. m1 " N R I- FEMA ZONE °B' / " _&5.g ,_ FFMA ZONE A-13 75 19 _ 2S'TR / O\JL yy_ 1 60.00' 5'(E_60 00' 60.00' A 55.00'- 55 00'--. 55.00' 55.00' 55.00' 53�' 55.40' 5'(FL53.071A 55.W' 55.00• 55.00' 60.00' 4. 60.00'_LEL_65.93' 62.00' 62.00' 62.40' 60.00' / I S28'41'25'v X1320.91' ^ I / N24.41.25.E 140091' J AZALI DRIVE 1 _ _ _ _ - - - - o " i / - - N2B'Il'24'E 132p.92' _ r 55.02'3-EE 60.OD' 60.00' 60 DO'/0 55.00' 55.00' 55.00' 55.00'3 Er-55. 35 5.00' S7 �1S].00' S],00' 47.00'SEE 7.00' 57.00' 62. 62.40' 62.OW 62.DO' 62.00' ID -i- - -£S rR 1 1T T v, n 25'YR I 23'YQ-� 1 "' 6900 SF',3 W W I W • •W o gl,. T /Q ,g g I II iqg �g Dg Rg oz VO zS gI7 4004 IF 5._+ 6902 0 SF •� 6900 SF • 4/g 6325 SF• 6325 SF m LC 6325 SF• 6325 SF• 6325 SF e:6325 SF xi 10 I 6325 SF 6555 SF N..6555 ST, • 14 6555 Sr • 15 t vi 16 6555 SF •:6555 SF • 6555)Sr 7130 SF •C 7130 SF 7130 SF 71301 SF ..C22 -I" �g-I- 1 ',. " / 8 c v u m /4• c �.`. 1-78.fir/ -3G, 6�6U' 7-60..oD•-458'T5^Uc 4.3- .Obi-3S DO' - s�36 3s.07'1- -��'--500-�5T•a0'--STDU'---37.or--�),aD'-3f 86'"Ts'L>f bZ'oi1---6e:60'--62.OS-62.-60' m im-I- T 10> O W m J "4 1% I W FEMA ZONE N B' // W W FEMA ZOO= A-13 c ELN y Z A, .E� m 1 45 44 43 42 41 40 39 34 371 36 34 33 32 31 30 29i 28 2) 26 25 N 3O ^ 212 D00, SF 2'g 6900 SF • 6900 SF •/ 6900 SF • 6325 SF` 6325 SF $6325 SF` 6324 SF• 6325 Sr-2i 63251 Sr 6325 SF ` 635in ISF �,45S5 ` 635 ' • 645 SF SF m g 655 Sr • 6395 Sr • ]130 SF xl b g 7130 Sr • 7130 SF • ]130 SF , 41 g /.2 in _ ,6 LoQ' z oI- I " / __,•r. _. TR" \\\ \, Al 8 25'YR "_ z 23'YR T� -r I _1\\ --t-. og L_ I L \ J g .- L 55� 60 00' 60.00'/5•_E( 60.00' 55.00' 55.CO' 55.00' 55.00' 55.00' 5 EE 55.0�' 55.00' 4 57,00' \ 00' 5'EE`'7,XL_�],QQ• 57_QQ' 6 00' 62.00' 66 00' 5j5 62.00' 62.00' \I-- i,. T 1 328'41'2�'V 1320.94' \ \ Ri 1 --_ _ 11 EARS DRIE _ \� \\\ _ _ _ _ _ J--___T N28'�l'24'E 1100.9/' -\_ - y- I \ 928'41'25'EI`I1320.99' \\ \\ c k.t.9„.., ( I \9 1225.95' - I \ \ 10'UE ig Z 1 I 2D'YR 20'711- -� k s 20'vR 56160.003,E J-1 o CONTINUED SHEET 3 CONTINUED SHEET 3 �'A 5 d Ig I� CURVE DATA I�\ It -I 30 - I Wy B //A Y - '. 1 O DO=89'39'39' LOT 30 L/ I n_I1 O S61'18'35' I \ D•90.00'21' R•l5 00' ,,.,,. ,,,,7". 1 R-15.OD' T.15.00 I 10) 347.97' J I, T•15.00' �s A-13 (EL l 1rJ L=23.56' L=23.%' \ IN CB.N73.41'36.E CB•S16'18'21'E I I FEMA ZONE N a=21.21• CIf+21.21' B I ?co A-13 (EL 10) FEMA ZONE FRED'S FOLLY CD STATE OF TElA..9 B FRED'S FOLLII COUNTY OF NUECES 9 0 400' 800' 1600' DORSAL DEVELOPMENT.LLC,HEREBY E OUT FL ARE AT. THE OWNERS OF THE LAND EMBRACED VATHIN THE BOUNOMES OFAVOR OF IM11:11=11===l THAT WFOREGOINGE A070 5A10!ANDCT TO A SURVEYED AND',SUB HOED Gi AS SHOWN.THAT EASEMENTS AND STREETS AS SHOWN HAVE BEEN HERETOFORE DEDICATED.OR IF SCALE,I'm 800' t AMETHYST OR. NOT PREVIOUSLY DEDICATED,ME HEREBY DEDICATED TO THE PUBLIC USE FOREVER,HAD THAT TH15 PLAT WAS MiADE THE PURPOSE OF DESCRIPOON AND DEDICATION. z y at / DRAINAGE M5 THE DAY OF 20_� - �,, CHANNEL 31 a. ATA 0.AIAU.PRESIDENT RANCH VIEW DR.- 0 30' 60' 120' rpM@Vign c-SHEET 2 RECEIVED SCALE, 1'= 60' �2018 SHEET 1 o j 1GG Zi:1B • SFP t 9 F' City 0T corpus Christi STATE OF 1FNO 9 PLAT OF KRYPTON OR. .. Development Services COUNTY OF NUECES 9 PLANNING COMMISSION STARRY R0.I SHEET 3 THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY ATA 0.AUL,PRESIDENT OF DORSAL AZALI ESTATES UNIT 1 HTHE ENT.LLC. I 4 THIS THE_DAY OF 70- A 13.190 ACRE TRACT OF LAND, MORE DR LESS, A PORTION OF LOTS 7, 8, AND 10, SECTION 25, ALL OF LOT 9, SECTION 25 AND A PORTION OF LOTS 1. 5 AND 6, SECTION 34, FLOUR BLUFF AND ENCINAL FARM AND GARDEN TRACTS. A RAP or VHICH IS RECORDED - NOTARY PUBLIC. IN ANO FOR IN VOLUME'A', PAGE 41-43. RAP RECORDS, NUECES CO., T% THE STATE DF TE%AS CORPUS CHRISTI, NUECES COUNTY, TEXAS CARD DEL DBD DATE PLOTTED 8/:6/18 BASS & WELSH ENGINEERING CORPN510 PLAPLAT-SVI.DVG LOCATION MAP AND SHEET KEY FIRM NO. F-52, 3054 0. ALAMEDA Si. SCALE'I.'60' - 1. =800' CORPUS CHRISTI, TEXAS 78404 PLOT SCALE.CARE SHEET I OF 3 APPLICATION FOR WATER ARTERIAL AND GRID MAIN 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 $147,999.99 for the installation of a Water Arterial Transmission and Grid Main Extension, and a Distribution Main Line Extension in conjunction with said property, as provided for by UDC Section 8.5.1. $147,999.99 is the construction cost minus $31,053.61 in acreage fee credit, including Engineering and Surveying, as shown by the cost supporting documents attached herewith. 1 By: Alex Azali, President STATE OF TEXAS § COUNTY OF NUECES § This instrument was acknowledged before me on S\*iq by Alex Azali, President, of, Dorsal Development LLC, a Texas Limited Liability Corporation, on behalf of the said corporation. C CONEY SEAVID S8 /�N0 A fires _ =—omnllttion Expc1oat 27'202 Notary Public in - • or the State of Texas • 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 Water Arterial Transmission and Grid Main Trust Fund, and (b) Appropriation and approval by the City Council. rte) -Z / 26 4-06.2.c,r l Development =-rvices Contracts Administrator (Date) Exhibit 2 APPLICATION FOR WATER LINE 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 $31,053.61 credit towards the wastewater system lot fee for the installation of the wastewater trunk main line as provided for by UDC Section 8.5.1.0 $179,053.60 is the estimated construction cost as shown by the cod. •po in• documents attached herewith. By: co,. Imo_ Title: R . 4 CSG Date: (ct STATE OF 14)C 4 § COUNTY OF NkkA{ c-eS § This instrument was acknowledged before me on j .1 `ICI by Alex Azali, President, of said entity. Y` CORTNEY BENAVIDES J� Notary ID #► 130877318 I 141q.) 7 Tt My Commission Expires sr,�h *�e October 27, 2020 Notary Public in a 4116 the State of Texas Exhibit 2 (3) Pla3_=- 11C EIMPROVERN NIISI If0 --iag-a-),=L AZAlt,11 Ti UNII-rl 1 , _ Y.V101.11...., 1,09 .....A". II 1 "`...... 1 i 7 w - i CORPUS CHRIISIF'1], NU C .S, COUN1FY, TEXAS . _ _ ,0:...i;--------. 111E MINA.ClOf n=ANA Dot,stmono spLCALCALonts q*mom on n • Wit St•U r'Im*I1? ."`',.....eopr'c4-tEin°,`,Z.VX, milam1=_eusnmo FAcuriEs IXOEND—PROPOSED FMNUTES AND_APPUTROPEDSS AND APPURTENANCES iliE FLIST.:::::',7- AP MP.,YAnn NI In &An Or CORO TO BACA Or Con cL CENITALO, pop AninnID COMAE,Pin PO nn, tricATInN MAP SHOWING DATA wx AND iip i°",..,..F.,,Eal'"i',1r u'u"' 5-On LOAVILOP.SLOPE OF5111LDRAINADE .2.. .......c.,,,,,.. ,•ne 022 no Amu, .100 sannwErn ..,.. ..........., ... .....''..''....."iiii! nv FL„.ono.A.,„nun. , SMOLT LonT LOW.% ; ,A ves wcr,,wea.,F,,wo Fr,. ....,,,,.•- 40°".. ......roc st A• "''' 7,:rEM;sA==Ur.7o4tIvr''''''''''''' r• av wen... . ...In 11 = :AArTrP=co orLos 026411 CATE v.,mos f0A rATOP Ln5 SPOT COMM AMR 12e n. 02.. niL oninx, 027202 ...nos no. noon TE5on or wAstt ann*en AND STAVALMAES SITE' 021•02 PE lorOrif fil co..,An Conn, anon op.. 02160e .5,Won ALFALICE uNn Digitally signed by GabflelDN Gb IDA I PE 4 °mon mLm.., Hinojem,P.E. Pe "-- 7c:o"CV=OPOS oAA.,, oLLA,L,o,cp,o.AL.05,...A conn. _________ OTT STANDARD ORAL SHF, =..1:11Nwail=gabrielheNcte.s.com, .. r4".""7:71 "'''''CuR'''''''''''.".''''"*"l'''''''''''''''''''''''''''''''''' 5'13.57/7::::Elg•I7FAYO"AF:ii170FrOMS:aFfAlPuirE CAB D3.201911718161735 LOCATION MAP SHOWING OFFSITE7 DCL Ma -05.00. SANITARY SFWFR AND WATER CALL BEFORE YOU DIG! I.••017 ' IOCItZSE%7ALFLFVFE"Z".71FA7PEF.ILIEF:10dirttaFT71AOFFnl'Arn; 'C.'''''''"'""'"''''''''".'''''''' rilMi 8:1_-707.:1,1 SHER'INDF/c THE LONE SIM SHEET 1 COVER SHEET AND MISCELLANEOUS INFORMATION -rnNOTOCADON CNIIPAA, SHEET 2 PAVING,GRADING AND DRAINAGE PLAN,STREET IAT 1-800-689-83.4 AND STORM SEWER PROFILES ......0.1.„.„_. SHEET 3 SANITARY SEWER AND WATER PLAN AND PROFILE Tz SHEET 4 STORM WATER POLLUTION PREVENTION PLAN AND ESTIMATE SUMMARY. SHEET S APARTMENT AND COMMERCIAL LOTS WATER, SANITARY SEWER AND STORM SEWER PLAN AND PROFILE AND OFFSITE STORM SEWER PLAN AND PROFILE ."'" SHEET 6 OFFSITE SANITARY SEWER AND STORM SEWER Zigm"cas":Krror"? PLAN AND PROFILE ' v-.P.4%;rarrr.s.mz"orr.7.7,,o7I,V,Tyl°,MgreorT,=';."°"Tc"'''''' SHEET 7 STREET,SIDEWALK AND DRAINAGE DETAILS,BASE MAPS DEVELOPER: V2 MD..SAM'KW COMMOAllqi Of Ann :a1::?'AAT'n11 L"rir or ZALT5':"L 7:0==L ZAIr IT,' EllITai'..ri-77:"E.°"ELF.:Frith".5°'`'`.7",,,nr,,V7,'Irirn.°47°4°,,°I=u.'"6,` E°E-NI-C---MARE-5 ALEX Al. P.D.BOO SIM CORP.aosn,TENS MN CANITART'AVM NO, ,. g,,,,,,,,,,sq,..,...Loo.oLooroAnonnLAnnAgsnAnnoLonno, 5?Z'IV"'eT/V.ULLIIAT 6 POI UTIOhLEREVFNTION " rOar'Nes'rtsniTArBASS AND WELSH ENCNEERNC''oF77RE'LV''LLZ::c7rZ.nl'r.r.rg e'1.OZni"ZV't"!-'T:Zst-rg TX REDISTRADON WI F-5.2.3054 S.ALMADA STRUT CORPUS CHRISTI,TONS 7.101 PUBLIC IMPROVEMENTS TO AZAD ESTATES UNIT 1 CORPUS CHRISTI,NUECES CO,TX ' 7.0;:i.:i7ca'..:FrE7::="."4.L...im=tor=2.=r...=ol=Mt° itTEET:ii, F."2'''.7°Z 41k:T: roXI''In.T=IJAtr;',v,•,-.7-..--zr,-r, COVER SHEET AND MISCELLANEOUS INFORMATION Exhibit 3 mum �n 1 1.r. •¢ �0rp•"14''s"•e •,211.nl'''Ft•m. 628'41'25'E 1758.90' ,Mc 1xroe*.r.ux° PFIZIZT §16 /vLse*r10iriu, r.«.i�i tae, LAX'Air r. miner E-1L'¢T - b -- -' rt� ° 1r' o - 1r/ ,° TO MA""TTP. pp 1 ° PAVEMENT CF±Y it I 1 e f r 4 a , • • 1 m 41» . _. 8 e\\ .�� SECTION 'g 4;il `C - Luk�-° - - 0- - .0- - -'� rs - - 1'�'- - - � JeL"1� '-�" L •m �I.I I e/ '?•'r.'n r ""'°` e» n.„ 1 1 14 i an -�� �__- ._.-. 0000.... 01 8 _ g .! t ,_r:,� 1"rw _a -....o. -_=•.I i Lf •��13d'FYtti �ilAll��® �- ti, 3R- m -P, 24•HOPP 1O.IX Tom- PRIPP2.MUPP O1% a n 4*A . �: `R•.,-_� -rL1 m..p oa r[rw\ 1-.- n xL 1 k x 1 'LJ L 4 �� a ro Y MS ro aTrSI IE ORAIIMGE 4EE tlI I e f 4 a r • 10 11 16 nV N 1R » 1, 1• » ro % e, IC T » a a a ea CMTIruEO SKEI 6 Cx r g�� • Rpro a0g 1 3 i '�^' i _ _ ` �' --- 6flV. .. ., f . LI acP a i.`os%� 3 'QL x PI 9Z3. L wt al ! L I � , 2 %,a Le a s a a _ • aY 1a V u u u u u w » » Si s a \ _t `\ a PIT.-.'0 » . u 11 1," a { `{g . �r,.� x,...E 41 �. _ aI 5 i j fix- - �- - - - �! - + '� m` - - - "'r- - -� I '!. _--;° -,� - ' _.„,P . 1 � ��y,{� �{,• •2'3 - - w_a - e ''.c.,--A -tea .mas Rl7*l'lE�IlIS� ,1\,..7.- -'2'3=q„,4----- a_��-----°- ! -----a -+ y�tt 0e1E ? P aL•RLPe o.osr. i PROP. 3s•RLPea • ::.� kARa�tr 4�i.07s il,, 1 spa � � 1 � I3a �T �R t 111 r rc 'a K IN -31T �rovi«1 CONTINUED SHEET 5 ,om 1+R a•�n�y h% ��,1 q CONTINUED SHEET 5 mw '-.1� B�,LL I pyo ,„ , 5e I • 1 - j O .40,�1._1 .® 1. -`.."- '..,:j;.! .r,c�,.r ,N. y y I ; ..n.m,a.a •i _ I I an / SR iS I mO 6 ,\ Oa �� 1m.o ax4,r.¢aJ ElLtTL•�°la aar:»,a f. e,xn w.as ° @e I I I xx,mex,...E 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 15 __ 'ii:sh 1i'a n La 1aa• " 15 sr.u L x0 1r•.n.a>1.ns rani:n ri _w_______________-_ --- •T.a.--- mal .T1ax ______-__ ti sT u.a ----- r•a1 a'tt TCL LRT•O.3X TC LT L RT!Q TC T L RT 0.]Y. '--"--�-- '---- _ 10 r Veen Tc,T I RT 16 376 TC LT RT I-38 C LT L RT TC LT L RT 119 •vr.rt u•°a.amu TNT!¢o•. a re 1 v �I e[3k aaL 1034 » PREP PI•ROPP•O.I6 27•RLP• n v't� 5 ^ 5 rt 1rLtT rc t n 1.n Al a 1Y RCP a a.OS% 4r RLP I a 050 • 0 To NL m N.e. • v x.VIA a.n e°x� 0r .r. L-J 0„1.; PROFIT E-A7AI I DR. -5 -5 n«rs n r,rxn Etel. Tar lrAP.1°�in L,.ttu•n ma 1.n n.ulna 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 m 18+00 a 19+00 5 15 -OP. IC LT r u•»Ro 1,r.r. OCR RTLp !0.3 PROP. TC LT 1 a.'rt., _�_,,vu ii 11.a '� •n 1ok __ --r J,p�e,•o, �rrr - n tt�ILran au.T L RT.l 0.3X_ ./C1.1241113,4xYl �. "%•i•.t•ATlxel.r - _ _ ..r. r 1 " •n, l0 1 10- ��. IC ,r _ _ `PROP. TC LT L RT I 5 38 IC Lf L LT a 0.35% a.L• fix R •0 3% -ROP. TCRI•1 43X / ,O IB'ROPr!0.1St PROP TC LT !0.V. 5 n1.Et lr,w "1`re Cro 00 ATw j36•RCP E 0.056` /3�RCP• .05+ Ti•rtam rrwl RCP `r`wry GAN LT,» T`n11i6ii.<x ari•f1 n 114..1.7.m5 D &wi TOP 1L a n f a m T¢m x IT.e°wfs•v��ra��a FL 844 0 1+00 2+00 3+00 4+00 5+00 6+00 PROFILE-KARO OR PAVING. GRADING AND 15 i: 'III_ 41! 'I- re r cp. , 1646EL OP.LLC.DX 6006[1../.In. PC.LIPS,1.t.!0...SE411.42.11.11.•FE•CT. N28.41'25.E 1758.90' TIT'.7.41--LT/;eV.'N,Ver.=-2'.2,tri •;I F., Td74:Ella, 5.i.T1i..rA7.1ZIFAFWil I ,/ , •14c Al _ __ -- -- 0 LINE•Ir I O.2IX -ail --1 f,, n.'Me'En.n.s so mr.Am . , ., ., ' 1 • , .Pvc ss 1:1'••••.' . e ' ;47 1 3 4 Pvi 11 q I- ' .....- PvC SS ren!li. e O.4% e O.4% Tee In et -A b• T G-_ _ MO 101111111111 _ , .1 e• , • , ::,11 , ;. ; V I ' ' ; . , ' -: 14 • : 4.--I"17--.-7 11 ' - .. I•- ti KRIM i F 111.10111111111111M1111111111 1111111111111 IIIIIIIIIIIIIIIIIIIINNE_IPLIMEjiwirzaimm., ' 111 =,_:„. '777---. -- A LI 1.1 I • I 2 .'.!::1 - Er,'' .1 0 WATER 1 P,6 . es 1,'44: a/ MEL F-SANITARY eFIFII 4 11 1 ,I 7,TP• IF; It Z re...erre/RN MIFFN i Itare. == C AULT DR.'S.TZ10.46 BD - '. 7.7 Tt•P,..Fs -- -.-'''' -S- --- FIR _ di PROIL.RI k 1 t 41 "4 LI E•O•e O.4% eo i"•,4 sel n 7. 1-T117 •°'.Prz -I.. -1 ' ' IZLIIIITER LINE••• .....e. • 4•PVC WM ' 44iiliCeEt211 I I ; 4 PVC SS .O.4% LINE/11. ._., L "'TeX:lir PROP. I.PVC S LINE•11.11 O.2•X 11 : KW: 1 ,ii....:::1. _ PROP MN r.7°:.•::Vg..s4 A ,_ , • • • •=1 • • , 2'. 7,2.:...1. -.... .mal.11.1r=11.•.• .•...•Ecar.....cv-...:w..•--:ca-m' CIC .I.V. 4_74 •.. 1,10•1.ELMO. ! 1 1 4.PVC WIN .tliMEINittil4114TMM;r1MilgillM.11111101111Mil =0=.1=61.1:611B11.1! re ,. . .....71.1- =. . I. -'.• - . 1 _,r1" PROP Er PVC SS PRCF.Ell pROP.'Er PVC SS I A --.-. e• ..& V% CONTINUED SHEET 5 'PROP. R. -1 LINE•E• t I PROP. 8' PVC WATER CONTINUED SHEET 5 LINE C•.O.4% ,PV•WATER at PROP. O. a., I I ;',1 1.,,,D.502,. ,.!9 4,.. I, I -, I ' INVearse"eget;E.' 0 PVC WATER LOT 30 I?,k \ ,, F.R., WATER ...4.,...'47.. I I N.:',71!Ine - 7NArER HATCH LINE ST ION 1.90 d , 16 ® 1-I , LOT 03 I I 9000..........„;., CENTINUED SHEET 6 , \ ® "Iir6411:LLF‘ I I I N, f 1 F1 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. 15, is MP.46 M. A.,...1r,..... TA is•211117 RP MN A-3.1.IL A r.'MT E4 7,4';u:fisrit`l A I..07 PI. IS= 3313.1 MR.RP ___R___ _ ______________ -- -11,V4i4._______ _ _____ ____ _________-- _____-__ 10 71.„2-1.SW FL 3.33 _.__________-__________ _ In... I' -. , ••=m33-0 ..-"' _--- - I o`E.,... I me. 7=-7:Altwawt... -----t - I' ----.7' •ROP EI• •VC SS• INE re• 'TI.. -'-----..---.--•• •-•,.....---,. .R0".. ,e. .,PVC s,-.-. ." .;-.7 .-...E.A..- 71,7-------TeLl" \ ,.... ..,... L,. ..... ....._.:=7- ----=::..• ye.- _„,,.----- n":'"r----------§ ' •e Fr MATER 5 . 5 L9nw FL it Oe. - 2•14CP II 0.DS% !biElle_CP!MOW,\ vil E 0 7NtTII72--- '' PROFILE-SANITARY SEWER LINE•A' (A7A1 I DR.) _5 2, - -- A-5A PRP, le PVC SS•INC A•II 024+ n....-.....,0n......... A 1+00 0+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 15 iTA 441.11 MP , 15..11, rerrre"''' iFiTli:r ...ef OK•r•Mr 3.3. LITT IV' al.'IT V' ...,,,,.T.. .1-4.---an..v.:,..- A 10•39.37 MAO VA•CTA OAR 00'Om U4.RP I. ------ se M.FL-O. it •. _Loll.a n.41.OR -fRP'Tr Erlarr i ci.el, - --- -- - - -- .- - I -te; r-ART 1-4 ---- le 0•"P.. - ------ t --___ --- 10 . / -...._...- PROP. 13.PVC S 10 ISE 0.AR JI • 0'I I: ...-.:::".----------..::::xmar::::=7:::::::::::-.... '' PROP 2 PVC SS.LINE I,e O.a/. -7-7.2•A' -----:"E - --------- - ''',..-7:"......14ii,P - i, ,. as R•36 .CP fe 0 LISX-."'"-\--- B.riATER 5 5 PREP_a•0,d ' --i___---. - • .-__ •L IRE B•e O. X .p. 1 I .--- 4-iNE;VO.it PROP ir MC- '" serr'4174.% n 6 so CONNECTION PROP. 10'PVC SS'LINE EP II O.26. 1+00 2+00 3+00 4+00 5+00 6+00 -5 inn - z Wflilir,.,,9.„Prz n.„,..)111 ,-0.33 7:41;'CTRNMION Mg11101.1204115 '" -5 .1....., A ................... , IIIIIIIIIIIMNVIEI 10 PROF II E-SANI TART SEWER LINES•B0'O. 1 BARD DR I 1 IMMMEMEN , 111111taiiiS iiiiii Eiji mii5 ...EASEMENTS BY BASS AND WELSH ENGINEERING DiVally signed by Gabeiel imit......!T. w REGISTRATION NO.G-62,3054 S.AURELIA STREET SP-PERATE INSTRUMENT .11111111111111111:1111111E11110MEAS FOR ALL UTILITIES NOT HInojosa,P.E. CORPUS ORM.11CMS 70404 QV FINAL PUT PRIOR TO flegeleremoNN ..Detcn.Gbapbrkl,HInojosa,P.E, .6RON'' PUBL IC IMPROVEMENTS TO crry ACCEPTANCE Cf AZAL I ESTATES UNI T 1 To 1441 , PROP. IP pvC1111,111111111111111111.11MPIIM1121° UTILITIES 2...".....114":a.;-=eIRMIngitbIleN"4"9'" CORPUS CHRISTI. NUECES CO. . 1,c. clexes.corn. SS a m i''.33:17OMMONEEKILMINEMIlainettinil_5 0.1.16 -5 INNI. ,..... ,BM Dale:2019.01.16161142.05.00 SANITARY SEWER AND WATER PLAN AND PROFILE STA MHO MIN= 4nV:1 21,7r 0 30' 60. IRO' ,e e,,,,e, l•-eV I rr-i es PROFILE-SANITARY SEWER LINE'D. (PARHAM DR.) ITIBI ., SCALE,,60' WE mono +otzsi sHerr OF 7 APm PAPP,us.,�eo•wvn7,mcr, IT. a ar,'a."'Ta.P a"rl'a•a a,.'•'r".C'�.r a a. 9'. rvc �f�E——m lama mauwu�awF. n:Y 9,15 �I-, N28.41'25'E 1758.90' • _ _' Iws ._«_ _ "_�i� i ,si— —___ —____ «OC t L�Fo-r Sr —___a i rape © 6 m OaT `a :t\ a r ow a _ I ter,._ - - - — _ � — T !----TT,--' an am __ — --- � —I1~�� ,..® D9Na i AIKI9RIVE ..1=1 ' �" s£� 0 am..Pl PPu«1'o' 1 AZ frL RIVE R a.w�Nn..vag.° ;M. 1 i 0 3 Lr--"Pam 'P¢- 1 .4 --mer ---- _ rF==� —+-9r + 01 1 r6j 3l 1 A. __ / �y---y�1e— -ja -N— cc—z— ® -sir --� dl 371 0 • 6 ? I • I % �I— fin— — — ;— —, I �-" t I '1 .ARD p2LKP` I `. RAaD DRIVE a.gIDS WS r t1 It I ;I I.O � II j O� �� MST , I BEST MANAGEMENT P1+AGT IrFS ESTIMATE SUMMARY „ 1.1: •a " NI AOOSSF KONG a MASTER ssa orr smarm 510111 010 srwa ran armNcid m.wm,rwa[ne. r nWO OR. once OMn r«w Txe mrrTRETIW Mr.. CHANNEL 31 SMUT MO MRFAct,17. Y ore„•,-„T,xvr ' a '^ sOLPIN OP 12.PVC PAL 0.110110 m TTIM,PMP 0 • DigMN,anm emmN IX polo. T T v ,Ama..,w . Hlnaisu.P.E. rV 011.1.11 A•mcs I.;ES' a.,e Tm aae . • I ru¢m m art WWI n u . FOR Ir«.• gym' ; ,Is«w, r •r T PAPP[M VIP.DR CD tT.Tim ri[a RNID,. ON O.elopme NSAME.RE., RR IV An.y00 no 4. DAIDS. nl semces. ED 5.000 1211vC PVC 37 V 100,15,0210(SPIC011 TO PC 513.04011.01 0.11111.12.710.41„,.1 owEnp N, rrwIl gaMAUKtlaa,.com, roR T u, u Cr11/VE TRIO mllrles ar iax I STATE 0ERA011PNP c=US Alwanae • m.0.. m v ' Dale:0019.07.12163300-0300' M. comma WOO=0000 IV 's'PVC PIK ,•a ' r we CCR 015700T a OM Cr m 0047 www a Ina IV IS wK 111101 CA w P«ew IS v TEMPORARY I'” ‘ • m CONTROL IV RCP 334 V 0131 00101102. 0,01177 131111 OP C.,R1,1014 I liftv riifr 0.01 NAV VAI NOs .am CA cm =.022: w.7. 7Tia o sTmPnr r.am m,.w TO T Rw. xr o r. IPS . r w muTecr ,.. ... , r Is 3 LA C016700`11.snE INV VIA REIM MA CONCRETE 1•101 RATERS OR LEMMAIES.INCLPA15.5 PNI TY 5711011.70 1003 20,1113.WPM PVC a p0 PPen co, w« DO v K.IaI ,a, avwn m • «..n Am PI«c Pew sTowr,r00 MCA VEK[02 05.1 BC PUVICTO.A1 71.voi m nmaTninw.01000«.• T E or I.w 11301701111 awaaC030.'�P•O WM a PC wP iT AF10 ME NAva 2 0.0 001.. 0 MA 000.011 01.00 411717 0 es.wormer AMMO DO ..crron.N0 10020.7 CO 1.0100.11.7 CONSINI,T.10/0.114.7 CUSCO-11•13.202,003 IS SC.AS PRAM.413.Cul NO V170 R .K«N , POYiOaRra ''''r1014.n7 r.MPP AS LINEAL FM o VOL US,o A 15 V MO .4 w 501100.3210 0231S 4 V EL ANY MOLE di CA . • .Pv......4 Tec.rme2 EA Imm 0_005 AMR 070101.LRCM..70 71001011 0 PEVA..swum..•0010 PI (p.m,.N.N.00.,,,,,,,,,,,,,NON.r.,.ra..nr ea.T«m0 09 02051« 7 .OM WRAC.AI e CA00 LF h (y IV MC PAE. 1072 V • ra Lw5 ami • a0M. ✓ BASS AND WELSH ENGINEERING 110CELMNE015 030 05.0. oo�a wan.,peer :tit., Al REGISTRATION 50. 305.5.7 w STREET 007 CNm9fi,TEM T u �.. PUBLIC IMPROVEMENTS TO 0010110 FOR IV RC ITS MCI LF :"CJRAIOCpX1°01 „aL/ AZALI ESTATES UNIT 1 0.0511.3 0411W 110 PIK 1072 V 1 - CORPUS CHRISTI, NUECES CO., TX •10C MP imeN 7 zemw>ree •/a/19 SCA ,K1x�1 STORM WATER POLLUTION PREVENTION PLAN s o7uTwm•—TAN , M AND ESTIMATE SUMMARY • sow TTI Puam.PREVENTION T M 0 30' 6r 120' coo..sso PG0 re AVM -W I 2C0e 00: JNA SCALE.Cl' 60' CI M� aVNn s2cl—077 7 • -fSEE SHEET 3 FOR LIKE'D• JJ PRDP. 12' PVC PATER / -------------------- / (CONT INUEO FRDN SNEEi 3) rPROP11 B• PVC WATER --- Ttl �L KARO DR.----SEE SHEET 3 FOR C TIMMTION 1 5 n� am- sr.--------- T= 1 I OF THESE WATER AND SS LINES - SAO.L.'r soes s 1�4 ''f Iy ---n2 a' PROP. 8'PVC ■■■� I PROP) 12' WATER(3' COVER) 1 ggI 1-\� ., II I)Y ,`V\ I�'' X111 111 yl COVES)ATER(3' 9 14 .4P I , \ 14 1111 4 a r. -a \\' I\`,� 1 d' a `\`"`s`\\ I a 1 i M LI� p IS I i n �s H �. i \ \ I °W T I C' �I�PaDP. rll .n.n,r..,..)a.c '' �`\�`, 1 `\Tfi\`y\ /�' I 5 �3 1 '^�f c. E F�N-PROP..R')'VC SS ' , O "aq/. `�� �}. �'` tld I Y 6 INE g•!Q IK . ,n4l,SS L v Zw y� I PROP. 12'1 1 I , /' IS q� I _1y' .P --- f NIt ,TI 6[i p I PVC WATEf�(3' yw 1 , I `\\,\ ly 1 z2 I /,Ii,•" , SV d �s ! h9I I COVER) t-i T� .7,-.77'. \,`` G/, ¢❑ Cf'}� I lr,�` wF • - :m.1m.14.a I i / i .�`\` /� I G,P 3:� 4(t44,7>Y .\ O�,J / QL rH ''V 1I hI �11� I AI / I —i t---�� as I /���T\ ��, ^o@� ;^ a. l I '/ TSTA 8.25le s .59 PROP. 12' q� I ``w I <>,,,,p I �/ 'Q`f� -< y/ f� Y PVC WATER CROSS LNG _ LIZ. 1 d� 7 ig d i /1 I A/' v.Gn >'a \ Y ��� \ \ / �i IkyF'ay PROP. le• i' ` O'ata /'\ .(� y/�♦y, ZItlf a pE COVER)lER(3' /•� I`I\ �.•/ > 9/ \ C \ @e� I PVC I i' PROP 5 Lr 3a 7r .q, MP s1'•'2 / ra/ PROP.9'PVC SS 'I I I • O RUG.rL I.15 '��1 4 '*/ (• y N----� o"yhi L•inc.Ix i I 1 I / / 4 �w// Q// `PROP.PH / I 1 I .\`` / // •B. a �A / aI �� I-3 i QS a.0 i/// / Qo-, ai`\ /'4.• t 4/ aaaRa>a� OI I./, /PROP.*PVC VTR .I.` )() )\ ,a ` /' // �� \Y/ •`•w \ IS a 15 kI 'SII >bn,>r-,.>+r_ 1 I \ a( pZ / /b at.LOSS /% �q� .T ,` rIA— o. I / ,f h{ (1 )))F / /4 Fes\ GONG TO '01,-4 .4,,,� t0 I 1111V'' \ �r10 / / RI AP \ / °GATED uNCER �'�e'R I j I ,,( \v/ TUE STREET —_ �� �1En4 1r c Vn nL y 'fII1II ND \I 'FM b y� ry N 11`PROP. 12' /, 3 / \ / / PVC WATER(3' / I + ``\\ \\\ / / \ / 4�B�/ G� } 5 / RMT vm ) 5 COVER) /, I m/I/znc I I , V,oin) n.a / // \\ ---_.4) cs N^5y,v in min.av I I ) `x PROP. d2' / \ / I �tL ' I 2 0.353 --J_—_ I // ,s `PROP. IY PVCTR !I_ w Mk———S21C 1 ,,,/' .4 un a L' KM n PL.r.0!al.r. .��PROP.rR -PROP. B• PVC �Y sr�"1L,"°°'r` I�S s. / PROFILE - 12'PVC WATER CRDSSINr 6"�IIHFa�� °F WATER(3' COVER) , n AD 61+0"P'• I rl / OF YORKTOWN BLV➢. STA 8+25.59 - 0 I ill:Zs'. / SLOOKING NORTHWEST) 7.0376 tlI$ 1 I .b. ;V 1a\ I �L KANO DRIVE , W I v ` I_ 15 1+001 2+00 SIA Hole•b-srA 5 3*00 4+00 5+00 6+00 7+00 13+00 9+00 c ( ` Zit v.u. sv« llll .7 I 10 LoT VS 5 / — PROP. 12' 1.0.54 I H crsoHSf s------ 10 PVC WATER f3' V COVER) `\1 r•a)us• 1 Walt i v n5,. n velar Fa' \r�� n=vnd 695.13``` I1 I ,-- `M PROP •PVC SS 5 D.+ss X PROP 8'PVC!S!':'"15 -L,sI S2B•41'55•W 720.13' FaA.0 Wv orc PROFILE-SANITARY SEWER LINE'L' (I OTS PB-30. BI OCK 5) ,•)r PRIOR TO CONSTRUCTION NO MAY NEED THE AOORONOF A DROP CONNECTION 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 o PROVIDE EASEMENTS BV O,p5A,,i5ne4 by Lab,H IS nA 1.as 1'.7.-,,r,.I RN Iba..n nL 4 _ :. - NeIOI) ,4,r IH Ia M.Ra 55 /25/19 10 �i 'I��____�_ �� -.__F------- -_b______-_________-__P _•B H—'= PROP. 42'RCP w an 40r�m U ACCEPTANCE OFTO �w l�lad�e,HSem�nP.F !n\'`, _J mp — .........�.Lu� )1816 o)<ugrUS DA IA— "iL�I m2 vele: .)OSw STA 1.012 •a A°AISI TOM�''N"RT PROP. 12'"OPP!D SSW. PRSP. A2•HMP 8 0.6x 3C HOPP T u H 5 \ •44 AT umm ` 5 n 2P BASS&WELSH ENGINEERING (/0 0 0..„.....r`S �!�ii:ml r4 INH��*P4�Rn�il.m. _ \ __LLQ P_•___ F c TK SURVEY RED.No 100027-00Tx ENGINEERING REG.NO. Ar®R1.0 a SbbrJ \R�P51\4 a.r4n -\ u b�m FL ' .- F-53,3051 S.N BL 151REEr.CORPUS CHRISTI.MX. 1101 O ,a ,.4w wwr 0^Kn PUBLIC IMPROVEMENTS T° es.Ess wow A www we a AZALI ESTATES UNIT I o m CORPUS CHRISTI. NUECES CO., TX we rww.Rep 7 PROFILE- STORM CFWFR IN I OTC APARTMENT AND COMMERCIAL LOTS WATER, SANITARY PR 79 6 30. HI K 5 AND OFFCI TF SEWER AND STORM SEVER PLAN AND PROFILE AND 8855 +535555's4 ! O, WW STORM SEWER PLAN AND PROFILE — ."Ru[MR . ••' 555 Pun. 8/,301 RI¢T 3 OF ,NorI J [14'1'07 Ja L '!cD . arrm Tql I' rem 4•109 aatH ivam-n-7.4 sVial I ..7 : _ —t—, 0 i --° ' 7+42:41,-,1—, ,',1,117 PREP, 13-PYC RR I N 1 1V3 ., . INE•A• !E.15z I —— Jp Mr II --- I I iG 11 4 SA .f I "'m}--tt I P!, I - I 2FTA11 -RFRAR INSTALLATION I I __ ( -'y— X I iI AT DRAINAGE ENTRY T11 I I I I _----4 1\\I 1 R 11 'y 4a PROPOSED 48't RCPN a eIa.: xi,T I I p kl 1t c -I f r� 'a-x 1P MPROI, 12•PVC�r I 1 PROP. 12•Pvc I 9•140110• I � I _. R I e: 4 N.m. .n ass INE I I ss LINE• ,,,„ 11'7 7; -- y: A n a ll L L— ,,.. a ."a+" .n °.j tit 6Gy ill .. + •. 'I :00 __DO_- 14 4 PROP".'RCP!:05X 0 M1 'FUTURE MALI ERNE c30• - -- -I_pim- R' �* ~It H A.o a 'r' __ ___ m.oc,c .a 1� t CL SLOUGH ROAD P —TI n 'a".,.. rt y�11 r EXTENDED(SECTION --« aT� T 7 i 7 I ni'R +• s ,P I LT I'4k•I LINE) a"F' ee I I I P I I '''C' I L 1 + PROP B'RCPI $$ e E.wzl 1"g. I I ccirl°I"'«a, ?x 16+00 17+00 — I 14+00 15*00 18+00 19+00 20+00 21*00 22*00 Y:, = mcTm ttI IS l',.1'1,., ;^ ..�1 I 1 1.« I 1 1 L_-: — a°'n.SY.° " a 4� 15 "r'' — 1 W a _ I IS CL CHANNE 31 R011 1 i-4 °. I I I IPT, I 1 I I NH \ll I I" I I I , i n _ __ rrt sra,.C_HX, N a _- Nm -7L—,L—,1—i1'—1T-1--_— __ 1 'm 1 1 ID 10 w> 0,0000 I I I V� r —1'11 -m \-0.1.n roaa1a4100 — — — a.> 1 s 1 GJG4)� I I / G.G,P G 1 '° '" 5 L PROP EW°ITN!0.IX FL PROP TOW 0 TCN!0.1X a i1n re.4"'.r C Tv 5 K 1 1 / �, I I r--'L B loI `na,o IOf 1 ,)" �! �4f l— I Pc^ 11 D .N.,aAn1„ L_____1_r J—/ •vi s I I I _� 1p FUTURE KARO DR. 1 r ':is-1/.1,CL SLOUG ROAD No.re,n l.,r I_ 1 1EXTENDED , 0•y r4 a as - y I (SECTION LIPS) •a FUTURE OSO PARKWAY —�-- T�\ ^r I — i— �J 1 ' 1 IIIIIIIF — \�0 \ a ✓ ) 4094 �a l lT -�\`inii F/ 5011 OnaP1aM T RS n FU URE PAR rc ^ / /�' ,M.RCP CL DRAINAGE CHANNEL 31• ,qd y� CITY OF CORPUS CHRISTI. u'"Q^ni --Try—I in wa I_c GAG ©�,{// '" / V. 2046, P. 721. O.R. Imnsixxonxco a,m s1 _ — I I y Ig* P� B '7D,` TYPICAL TEMPORARY DITCH „4Gc^ ^1 o / r SFETION-FIITIIRE A7A1 I DRIVE C. 01 I NII GTG �� .1 !G� 11 1 .a 'Alin,'-` / 1 g" �p P(^ e4_, — 5 LOT B OIA•a•P$• T I �w !c • F LOT 1/ECTION LINE l<T/0 20000 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 HYDROLOGY PERAMETERS FA 15 1 15 fLUEr 51022.10.10•100.5101 a 10.x04 MP ,a n.a ro m. m e4.eL.,m - 03000.•0/314.06•00/0 a.r4.1 ,s 11.01 4.,91rxr.<. ,naa,. jj- aaT,..„•100,0 P,.m N«14,.a.. a 10 - ”-- _ • 1U 7 I OM o-,,n:E euL 1 el roaala,10000 -"-°______-_- a'A Dun YP CAL TEMPORARY DITCH SECT[ , --.t-"- � m� FUTURE OSO PARKWAY.N .....� a ex,o>io W o9�-, .MOS... ▪ : :J 1 '�C,t FPROr1EWETCH!0IX•1,,•1•1•1..,,..__ I ,,m°Crav mu,wc,oo «�.awe n t ,J m as 0044 rx,ro r.rat OR a.soo� 'PROVIDE EASEMENTS BY• ~ Al+010ly signed by Gabriel q RE LI/ 0000°"°� , oIl t DAL uo tro Io-M Dlmjosa,P.E. BASS ANO WELSH Ery�INEERING rm[tt 4e„ro, s,a ea d A N ro a 1 9EPERATE NSTRLNIENT DN:m=Gabriel HiTolosa P.E. DiS,M F-A2.SOS 3.NAIIEDA STREET FON NA IRILRES NOi mDe+Mopl.en1 services, CORPUS C.MSTI•10004,1404 -5 1 --- -- � � L u c �! -5 OTYFACCEPT+NCECFIOR TO 0e.rott ra6(19i+60N. PUBLIC IMPROVEMENTS TO �I un1.rtE3 ��r01OC wnall.9t1A1IKnean.ra.n. AZALI ESTATES UNIT l i \ PROP. Ia•Pvc 3s R 0.2 X - PIMP. 12•Prc s n.21X - PROP. IS•PVC Sr 0,710.. - PROP. I3-PVC ss o-us CORPUS CHR ISTI• NUECES CO., TX u-10 ` LINE•Y!O.IDr -10 DNe:]E19.E),IA 14HQ$1-05.00' PROFILE-SANITARY SFVFR I INE'A'AND STORM. nrnmlro ZrE 01•10 a OFFSITE SANITARY SEWER AND STORM SEWER PLAN AND PROFILE a it WA .a. 00 PL co wNsr—9_ me ., •• -,M ro•ANISSOAVE eB=ep,ro, ., J ,�N,. �A w..= > Aa° .name j _ ': "" m,N , . OPE%nN.c a rw ca,•am � c T., mm ,/.LDo..,e.a..m ON..ANC.ILL 10-".",t/.---/?"' 1.- j/ POP (n eo.A.n PA. or ( m n ,a n. Peon erE J T LM unn ro ro.a..e ® wM+in',w.<w'�roer ."�`mn M •wRo M JA aMs cE '' �CLSTREET �I m �d,•aa ., �� ro �Km,e I I I 1 OMEN P.M A PPE AAA A..MA PISEAVE0..110 AAA WAY AXE PAP INECEPANEE WAPENS1 Of.MN VS. 12 0 ,B a.ow'IN=sm AO UNE.SNLA 12.2 O.CM SID.PC Or PM VATTER e I J (2ETAIL-END OF ROAD BARRICADE INSTALLATION w/.R A T (ttPE OM -4R OBJECT MARKERSI mr LYENA no N e a NPlnA m¢ SIGN LOCATION SHALE BE IN 111W07 m•mrA[rt „mn,.NE C011.1--gam ST//-Bn Of CAN.Moana Aro,o o aBAM MM.VL DE NNUE0 A THE N.Of P�y.141��o ro J T . )A SM. 7 Te.f Le son woo rox+rc em¢*Enna. ABOVE THE RDI AGRAnEAS BEe IN THE ,t 21.111 ON TYPICAL STREET SECTION - 60'TROW o,/.•A:?. ,.AIWA .e>Ma B'A STOP SIGN INSTALLATION FOR +, �. '.a,,,,aA RESIDENTIAL/COLLECTOR, ma ATO..cc,rt"i%"� ..em.c-a.rmrt,l ARTERIAL INTERSECTIONS _n_a(a, pOZ-LOC SIGN SUPPORT PS,4FMRl`0 n.eL LEIN.A.WM=FP NA•11.1 AGA.OA EXISTING SIOE OR ENO J_ SPAINEA PLACE PO OM A reC AO 001211111.•.0110ANCE NA N• mmoomonors 11004.1.014.CAP. POMP PC PALL OA..OP C.CEO PO AT A MAMA EP PAO Pi L.CA A WE s =,� „ Of DITCH.SLOPE.ARES s .� L`y aam.mD'Da: .k:� M 0 ' 3 a O• PROPOSED,A n LINING �. �E- Paam a>a��. �1 =KO9 P a• .; i -_4r� ��'a s"m PROPOSED STORM=, ".111111111111118:111111111111111111111111111111 i11111111a11�mmmmmm1111mm11m©©11111111111 I - r l 1 PIPE,ANY SIZE rN�J L rIMJ r� I.......-. . pa=Or=SLAT �{ •wx./c,,. 11 I/Cl STREET R SEE RAN n KM. p!! 11000aooaomm11mmmmammomo31mom�:_�I�� .1y F - _, I I wr,a_� vB m. FI ©mm��m��������_m___m___ 11mmm_ Iii. 'T-- �BI MK.n., NOTES .O N O IND» a.a.B wO o 3.,-I OTH CRUS EDS,NE a r� 1- °o"'T.a`1IMO,I l Enna as . CONFOM. P GEoRaEanP MNR NI g m [sTm�f1 I n-��L -]" . Pr _ (o .soEM, LL DITCH ,N J I '�a oY11`,.'SLD 1N.,.m o onto oi ESruRBED Wm wTALEMION or PIPE Aro UNING m Y e] I'rL L'Dg - I- c. "=— IISX AMP A..o po ir °A,/-au,n mom.r,:, 2PAYrap . w,.,`�_ .8�.,, "M°NOrs Of ooI.,.'A0O4A,m ,.,E TYPICAL SECTION - PROPOSED CONCRETE LINING IN DITCH a �r� ���•� /��,'rr-r 3 CAN.AMAPA PA ro r eo.o uA "mN°i r P.N.S M10 AT END OF PROPOSED STO. PIPE e �� yC 339 E T.,ORess LE a Pao R ^4' „aAN a w, d1 .� 5 e TYPICAL STREET SECTION - 50' ROW iI `DT e1 ��Y. 4 - t- I e E._ISLN.UL.T_P... _I I E ,n e. I RATER BASE MAP ✓ BB d 49 - ao©Paoaoommm10mm11m14Iam1111114P9I 5 F-11 ,eppp,Ap a©©vooaoomm11mmmmmmmom© _ NW i�4.11N F �B-11 ama,aA,...,4 .R Iov no 1Y r DigitallyJosa,P.E. by Gabriel [pa (� yI 1x CONNECTION a::::m©4, IJ 1 �?'F_1'� CONNEC IO IS 15 �a...�p HlnoJosa. E ami®mmo.w; 1- aO'CiOC DN:rn=Gab elHlnojoa,PE a ; UMW MY L�- F--�I •. ^ae o-Development Services. ,L � o!s rl� I �e 10 �w r ou-Engineer N. A - LI �� .I.-� ,A. _ A I BnvN'9ahNdh@ccteRas.com, ❑ _ Il.�.LBe I -1 L 44_r,Mrr-1 Idr © 5��. •, 5 ur Date:2019.07.1816:45:44-05'00' �.'�v ��®p�� nr � ��\ N �T: m.a�.m "�-�j'�, „a.s IAS• O. tl •�� 0025/19 I ,« 117,124411","". 21011.,. a 1110 a„ D v d1 �✓Ft- TA REGISTRATIONNO.No.f-52 20ENGINEERING 4 SINEEEIE.STREET I • / PROF II E -fir PVC WATER CROSSING CORPUS aRan,TEXAS 211.1 T DE YORKTOWN BI VD AT WESTERNMOST PUBLIC IMPROVEMENTS TO I LOT H C.DRNFR DF SITE(LOOKING NORTHWEST) CORPUS RCHRISTI, NUECESKTOWN ESTATES NCO.IIT TX DANT TARP SEVER BASE MAP ,eR <"° STREET.SIDEWALK.AND DRAINAGE DETAILS.BASE MAPS R., rsc..e Mk _AME,• a.c n.... r4 M JL2"' 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-PC E-WTR 05/28/19/2019 AZALI ESTATES UNIT 1 WATERLINE REIMBURSEMENT ESTIMATE 12"GRID MAIN 12"GRID MAIN WATER ITEMS REIMBURSABLE BY CITY ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT 1. 12"PVC PIPE 1548 LF 62.00 $ 95,976.00 2. 12"GATE VALVE W/BOX 4 EA 1,250.00 5,000.00 3. 12"TEE 8 EA 600.00 4,800.00 4. 12"EL ANY ANGLE 2 EA 750.00 1,500.00 5. 12"SLEEVE 1 EA 1,000.00 1,000.00 6. 12"CAP TAPPED FOR 2" 2 EA 450.00 900.00 7. 6"DIA X 30"PVC PIPE NIPPLE 12 EA 200.00 2,400.00 8. 6"GATE VALVE W/BOX 4 EA 950.00 3,800.00 9. 6"90°EL 4 EA 600.00 2,400.00 10 FIRE HYDRANT ASSEMBLY 4 EA 3,000.00 12,000.00 11. DEWATERING FOR 12"PIPE AT YORKTOWN BLVD CROSSING 1 LS 5,000.00 5,000.00 12. 20"STEEL CASING PIPE BORED IN PLACE(NO OPEN CUT) 80 LF 350.00 28,000.00 SUBTOTAL $ 162,776.00 10%ENGINEERING&SURVEYING 16,277.60 SUBTOTAL $ 179,053.60 LESS WATER ACREAGE FEE (31,053.611 TOTAL AMOUNT REIMBURSEABLE $ 147,999.99 Exhibit 4 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 CIT: Corpus Christi ZIP: 78468 FIRM IS: E1. 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-50-2019-2019043816* Instrument Number: 2019043816 Official Public Records AGREEMENT Recorded On: October 22, 2019 02:47 PM Number of Pages: 28 " Examined and Charged as Follows: " Total Recording: $115.00 _�....‘„u STATE OF TEXAS i--colt C045,4111 Nueces Nueces County * �, k"� I hereby certify that this Instrument was filed in the File Number sequence on the date/time e C7 ��� N printed hereon, and was duly recorded in the Official Records of Nueces County,Texas ,1111. uEc�S~' Kara Sands o 4° Nueces County Clerk �t� /3G�, Nueces County, TX sscccJJJ *********** 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: 2019043816 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