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HomeMy WebLinkAboutC2019-462 - 8/7/2019 - NA �l v DEFERMENT AGREEMENT STATE OF TEXAS § COUNTY OF NUECES § This deferment agreement ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipality, and Yasin Investment LLC. ("Developer"), a Texas Limited Liability Company, in order to defer the completion of certain required public improvements prior to recording the final plat of Padre Island Number 1, Block 13, Lot 1R (the "Plat"). A copy of the Plat is attached and incorporated by reference into this Agreement as Exhibit 1. The owners of the affected real property subject to the Plat and benefitted by this Agreement, to wit: Yasin Investment LLC., seek to have the Developer, acting as agent on the owners' behalf, enter into this Agreement with the City to defer construction of the required public improvements. WHEREAS, the Developer is obligated under Section 8.1.10 of the Unified Development Code ("UDC") to construct not less than seventy-five percent (75%) of the required public improvements before the final Plat is endorsed by the City's City Engineer or Development Services Engineer, as applicable ("City Engineer"); WHEREAS, the Developer is seeking to delay the construction of the required public improvements ("Deferred Improvements") shown in Exhibit 2, which exhibit is attached and incorporated by reference into this Agreement, and to have the Plat filed immediately with the County Clerk of Nueces County, Texas; WHEREAS, in order to have the Plat filed prior to completion of the Deferred Improvements, the Developer agrees to deposit with the City a form of pre-approved financial security authorized by Section 3.30.1 of the UDC in the amount of Nine Hundred and Seven Thousand Five Hundred Dollars and Zero Cents ($907,500.00), representing 110% of the estimated cost of constructing the Deferred Improvements as shown in the cost estimate, which cost estimate is attached and incorporated by reference into this Agreement as Exhibit 3; WHEREAS, water and sewer service are available to serve the subdivision, and the Developer has completed all other subdivision requirements, park dedications, park deferment agreements, maintenance agreements, and all special covenants; WHEREAS, the Assistant City Manager and City Attorney have both approved this transaction; and WHEREAS, the Developer is entering into this Agreement pursuant to Section 8.1.10 of the UDC in order to defer construction and record the final Plat. Standard Form DefermentAgreement 3/2013 Page 1 of 7 SCANNED NOW, THEREFORE, for the consideration set forth in this Agreement, the City and Developer agree as follows: 1. The preamble to this Agreement is included as substantive content in this instrument and upon which both parties to this Agreement have relied and will continue to rely during the term of this Agreement. 2. In consideration of the Developer's request to enter into this Agreement and the posting of approved financial security, the City agrees to waive the requirement that construction of the Deferred Improvements be at least 75% completed before the final Plat is endorsed by the City Engineer and filed for record with the County Clerk of Nueces County, and City further agrees to allow the Developer to delay construction of the Deferred Improvements up to the expiration of the time period stated in paragraph 26 of this Agreement. 3. As a condition of this Agreement, the Developer agrees to deposit with the City Nine Hundred and Seven Thousand Five Hundred Dollars and Zero Cents ($907,500.00), as a form of financial security authorized in Section 3.30.1 of the UDC, upon execution of this Agreement or before the filing of the Plat. The financial security must provide for 110% of the estimated cost of constructing the required Deferred Improvements, as those costs are shown in Exhibit 3. The Developer acknowledges and specifically agrees that, in the event the financial security required by this Agreement has not been deposited with the City before the filing of the Plat in the official public records of Nueces County, this Agreement is NULL AND VOID WITHOUT ANY NOTICE OR FURTHER ACTION REQUIRED BY EITHER PARTY. 4. If a letter of credit is utilized as financial security under this Agreement, the content of the irrevocable letter of credit must be pre-approved by the City's Director of Financial Services ("Finance Director") and City Attorney, be issued by a banking institution having a local branch office within the State of Texas (Corpus Christi location preferred), be valid for a period of twelve (12) months from the date of issuance or longer, and require, as sole documentation for payment, a statement in writing from the City's Assistant City Manager setting forth (i) the circumstances of default giving rise to the draft or (ii) the Developer's failure to furnish proof of renewal not less than thirty (30) days prior to the expiration of the then current letter of credit [see the paragraph below regarding renewal], and accompanied by a properly drawn draft not to exceed the face value of the letter of credit. 5. If the form of financial security is a letter of credit, the Developer must ensure that the letter of credit is kept valid at all times. The letter of credit must be renewed by the Developer before expiration, and proof of such renewal must be received by the City at least thirty (30) days prior to the expiration of the then current letter of credit. If timely renewal is not received by the City, or cash in lieu thereof is not deposited as financial security with the City, the City may, after ten (10) days Standard Form Deferment Agreement 3/2013 Page 2 of 7 prior written notice to the Developer, call (redeem) the letter of credit for failure to timely renew. If the letter of credit is called for failure to timely renew, the funds will be held in an account as if cash had been posted by the Developer for this Agreement in lieu of the letter of credit. The City shall not be liable for interest on any letter of credit so called nor shall the City be liable to the Developer for the accrual or payment of interest on any type of financial security posted by the Developer pursuant to this Agreement. 6. In accordance with the provisions set out in Section 3.30.1 of the UDC, as it may be amended, the City may accept other types of financial guarantees for deferment agreements subject to the approval of the Finance Director and the City Attorney. In the event the Developer desires to use and the City agrees to accept an alternate form of financial guarantee other than a cash deposit or an irrevocable letter of credit as security for this Agreement, such other security- specific financial guarantee's terms and conditions pertaining to issuance, redemption, restrictions, limitations, and use as made be made subject to this Agreement shall be as further set out in an addendum to this Agreement, which addendum is to be attached to this Agreement and the content incorporated by reference into this Agreement as "Addendum A." The parties agree that, should there be, by the attachment and incorporation of Addendum A to this Agreement, any conflict in the terms, conditions, or requirements stated in this Agreement (including its exhibits) and Addendum A, the provisions of Addendum A take precedence over conflicting terms in the Agreement and its exhibits. All other provisions in the Agreement (and its exhibits) not in conflict with Addendum A control otherwise by agreement of the parties. 7. Unless otherwise stated in this Agreement, any notice required or permitted to be given by either party shall be in writing and must be given by personal delivery, fax, or certified mail, return receipt requested, postage prepaid, and notice is deemed sufficiently given if addressed to the appropriate party at the address shown for the party in the signature block of this Agreement or faxed to the fax phone number shown in the signature block for the party. Any party may, by notice to the other in accordance with the provisions of this paragraph, specify a different address or addressee for notice purposes. 8. Time is of the essence in the performance of this Agreement. 9. Detailed construction drawings must be provided by the Developer and approved by the City's Departments of Development Services and Engineering prior to the start of construction of the Deferred Improvements. 10. The Developer shall construct the Deferred Improvements in accordance with the City's engineering standards in effect at the time of construction and in accordance with the construction drawings approved by the City departments pursuant to the paragraph above. Standard Form Deferment Agreement 3/2013 Page 3 of 7 11. Upon completion of the Deferred Improvements by the Developer as verified by the Assistant City Manager and Director of Development Services and within the time period stated in paragraph 26 of this Agreement, acceptance of the Deferred Improvements by the City Engineer, and compliance by the Developer with the remaining terms of the Agreement, the City Engineer shall: a. Immediately release the Developer from the obligations to construct the Deferred Improvements by mailing a release letter to Developer at the address shown above Developer's signature line in this Agreement. b. Return to the Developer within sixty (60) days of the completion of the construction of the Deferred Improvements and settlement of the actual construction costs, or within sixty (60) days of acceptance of the Deferred Improvements by the City, whichever is later, any balance remaining of all monies received by the City from the Developer. 12. If the Developer has not begun construction of the Deferred Improvements at least thirty (30) days prior to the date stated in paragraph 26 of this Agreement, the Developer agrees that the City, after notice in writing to the Developer, may accelerate payment or performance or require additional financial security when the City deems itself at risk as to the prospect of performance or payment based on a demonstrated reasonable basis. In addition, if the Developer defaults and fails to deposit any increased security after notice and an opportunity to cure, the City may transfer the cash funds received or call (redeem) the letter of credit and transfer the funds (if the financial security provided was in the form of a letter of credit) to the appropriate City account, and the City may begin completion of the construction of the Deferred Improvements. If City constructs all or any part of the required Deferred Improvements, the Developer shall reimburse the City for any additional costs related to completion of the Deferred Improvements within thirty (30) days after the City completes the required Deferred Improvements and invoices the Developer if the funds on account prove inadequate for the City'to complete the Deferred Improvements. 13. In accordance with Section 8.1.10.B of the UDC, an increase in financial security from the Developer may be required on an annual basis if the City deems itself, in the sole discretion of the City, insecure as to the prospect of payment or performance on a demonstrated reasonable basis or it reasonably determines that the financial security does not provide for 110% coverage of the estimated construction costs. 14. The City and Developer agree that, if the Developer formally vacates the current Plat with approval of the Planning Commission prior to the deadline for completion of construction of the Deferred Improvements, any money received by the City from the Developer remaining on deposit will be released and immediately returned to the Developer. Standard Form Deferment Agreement 3/2013 Page 4 of 7 11. Upon completion of the Deferred Improvements by the Developer as verified by the Assistant City Manager and Director of Development Services and within the time period stated in paragraph 26 of this Agreement, acceptance of the Deferred Improvements by the City Engineer, and compliance by the Developer with the remaining terms of the Agreement, the City Engineer shall: a. Immediately release the Developer from the obligations to construct the Deferred Improvements by mailing a release letter to Developer at the address shown above Developer's signature line in this Agreement. b. Return to the Developer within sixty (60) days of the completion of the construction of the Deferred Improvements and settlement of the actual construction costs, or within sixty (60) days of acceptance of the Deferred Improvements by the City, whichever is later, any balance remaining of all monies received by the City from the Developer. 12. If the Developer has not begun construction of the Deferred Improvements at least thirty (30) days prior to the date stated in paragraph 27 of this Agreement, the Developer agrees that the City, after notice in writing to the Developer, may accelerate payment or performance or require additional financial security when the City deems itself at risk as to the prospect of performance or payment based on a demonstrated reasonable basis. In addition, if the Developer defaults and fails to deposit any increased security after notice and an opportunity to cure, the City may transfer the cash funds received or call (redeem) the letter of credit and transfer the funds (if the financial security provided was in the form of a letter of credit) to the appropriate City account, and the City may begin completion of the construction of the Deferred Improvements. If City constructs all or any part of the required Deferred Improvements, the Developer shall reimburse the City for any additional costs related to completion of the Deferred Improvements within thirty (30) days after the City completes the required Deferred Improvements and invoices the Developer if the funds on account prove inadequate for the City to complete the Deferred Improvements. 13. In accordance with Section 8.1.10.B of the UDC, an increase in financial security from the Developer may be required on an annual basis if the City deems itself, in the sole discretion of the City, insecure as to the prospect of payment or performance on a demonstrated reasonable basis or it reasonably determines that the financial security does not provide for 110% coverage of the estimated construction costs. 14. The City and Developer agree that, if the Developer formally vacates the current Plat with approval of the Planning Commission prior to the deadline for completion of construction of the Deferred Improvements, any money received by the City from the Developer remaining on deposit will be released and immediately returned to the Developer. Standard Form Deferment Agreement 3/2013 Page 4 of 7 15. If Developer defaults in any of its covenants or obligations under this Agreement [excluding failure to timely renew a letter of credit, post additional security, or as may be made applicable by Addendum A, for which the default provisions are separately addressed in this document], the City Engineer shall send written notice to the Developer [(and may send notice to the Developer's project engineer ("Project Engineer"), if such address is known by the City] by certified mail, return receipt requested, advising the Developer of the default and giving the Developer thirty (30) days from date of receipt of the notice letter to cure the default. If the Developer fails to cure the default after receipt of notice and opportunity to cure, the City Engineer may transfer any funds received to the appropriate fund of the City in order to complete the Deferred Improvements. In the event there are any funds received by the City from the Developer remaining after the City has completed construction of the Deferred Improvements, the excess funds will be refunded to the Developer within sixty (60) days of the completion of construction of the Deferred Improvements and settlement of the actual construction costs. 16. The City reserves the right not to issue certificates of occupancy for all or any portion of the real property that is the subject of the Plat until the Deferred Improvements are constructed, installed in working order, and accepted by the City Engineer in accordance with the provisions of this Agreement. 17. No party may assign this Agreement or any rights under this Agreement without the prior written approval of the other party and by amendment to this Agreement. 18. By execution of this Agreement, the Developer covenants to construct the Deferred Improvements required by this Agreement, and this covenant shall be a covenant running with the land. The City, at the Developer's expense, shall file for record this Agreement in the official public records of Nueces County. 19. With the exception of Addendum A made applicable pursuant to paragraph 6, no changes or modifications to this Agreement may be made, nor any provisions waived, unless the change or modification is made in writing and signed by persons authorized to sign agreements on behalf of each party. 20. If, for any reason, any section, paragraph, subdivision, clause, provision, phrase, or word of this Agreement or the application thereof to any person or circum- stance is, to any extent, held illegal, invalid, or unenforceable under present or future law or by a final judgment of a court of competent jurisdiction, then the remainder of this Agreement, or the application of said term or provision to persons or circumstances other than those as to which it is held illegal, invalid, or unenforceable, will not be affected thereby, for it is the definite intent of the parties to this Agreement that every section, paragraph, subdivision, clause, provision, phrase, or word of this Agreement be given full force and effect for its purpose. Standard Form Deferment Agreement 3/2013 Page 5 of 7 21. The Developer shall, in compliance with Section 2-349 of the City's Code of Ordinances, complete the City's Disclosure of Interests form, which is attached to this Agreement as Exhibit 4, the contents of which, as a completed form, are incorporated in this Agreement by reference as if fully set out here in its entirety. 22. The Developer shall comply with all federal, State, and local laws, regulations, and rules applicable to performance of this Agreement. 23. This Agreement shall be construed under and in accordance with the laws of the State of Texas, and all obligations of the parties created pursuant to this Agreement are performable in Nueces County, Texas. Venue for all actions arising from or pursuant to this Agreement shall be brought in Nueces County, Texas. 24. Strict performance of the provisions of this Agreement by the Developer is required by the City as a condition of this Agreement. The Developer specifically acknowledges and agrees that failure by the Developer to adhere or comply with any term, condition, or requirement of this Agreement constitutes a default of this Agreement. 25. All signatories to this Agreement warrant and guarantee that they have the authority to act on behalf of the person or entity represented and make this Agreement binding and enforceable by their signature. 26. This Agreement executed in one original document. This Agreement becomes effective and is binding upon and inures to the benefit of the City and Developer and their successors and assigns from and after the date the Agreement has been executed by all signatories. This Agreement terminates 12 months from the date executed by the last party signing this Agreement. EXECUTED IN ONE ORIGINAL this ,e / day of 0a,G,K.,4 , 2019. CITY OF CORPUS CHRISTI P. O. Box 9277 Corpus Christi, TX 78469-9277 (361) 826-3240 Office (361) 826-4428 Fa / eel" M Signature Samuel Keith Selman Assistant City Manager Standard Form Deferment Agreement 3/2013 Page 6 of 7 APPROVED AS A STANDARD FORM LEGAL DOCUMENT: AL), 7 , 2019. CITY ATTORNEY CA C66 Signature Buck Brice Assistant City Attorney DEVELOPER Yasin Investment LLC. 14213 Punta Bonaire Drive Corpus Christi, Texas 78418 (8 . ) 922 - 7951 Office ''l �► ' L,e Signature Printed Name: Lori Rasheed Date: A.IVI ( giO I 1 STATE OF �eYQ 5 § COUNTY OF \\Vlec_c-5 § This instrument was acknowledged before me on )U\ , 2019, by Lori Rasheed, Yasin investment LLC., a Texas, Limited Liability Company, on behalf of said entity. .• Notary IDD#?iPFlV J. I, :12833 12833273 0 Notary 'u Iic's Signature ®P; My Commission Expires 07/21/2022 imt Attached and incorporated by reference into this A reement: Exhibit 1 — Plat (2 Pages) Exhibit 2 — Required Public Improvements (4-7-Pages) Exhibit 3 — Cost Estimate (1 Page) Exhibit 4 — Disclosure of Interests (1 Page) Addendum A— if applicable pursuant to paragraph 6 Standard Form Deferment Agreement 3/2013 Page 7 of 7 -. PLAT OF PADRE ISLAND NUMBER 1 SITE �> "' BLOCK 13,LOT 1R NmrorAle \ BEING A REPIAT OP LOTS IA•9A AND LOTS ID-9B,BLOCK 13,PADRE ISLANDA[PNCDWE---: JUL Z G ZO19 ,• 4.p`.� NUMBER I,AS SHOWN ON A MAP RECORDED IN VOLUME 13,PAGES 1.8 AND 17,T9MAP RECORDS OF NUECFS COUNTY,TEXAS AND THAT C OSED PORTION OF LAS �� • • Q TUNAS DRIVE AS PER ORDINANCE NO.031369 AND DATED 10-0.18.SAID IA-9A P AND LOTS 1B-9B,BLOCK 13,PADRE ISLAND NUMBER 1,ALSO SHOWN ON A MAP ADMINISTRATNELY BY STAFF RECORDED IN VOLUME 68,PAGE 439,MAP RECORDS OF NUECES COUNTY,TEXAS A / STATE OFTEXAS COUNTY OF NUECES THIS FINAL PLAT OF THE HEREIN DESCRIBED PROPERTY WAS APPROVED BY THE DEVELOPMENT SERVICES ENGINEER OF THE CITY OP CORPUS CIBLIS',TEXAS. STATE OF TEXAS THIS THE DAY OP ,2019 COUNTY OF NUECES WE,YASIN INVESTMENTS,LLC,DO HEREBY CERTIFY THAT WE ARE THE OWNERS OF BLOCK 13, WILLIAM 1.GREEN P.E LOT IR,THE PROPERTY SHOWN HEREON,WE HAVE HAD SAID LAND SURVEYED AS SHOWN ON DEVELOPMENT SERVICES ENGINEER THE FOREGOING MAP.THIS MAP HAS BEEN PREPARED FOR THE PURPOSE OF DESCRIPTION AND DEDICATION. THIS THE DAY OP ,2019 STATE OP TEXAS MOHSIN RAMMED,CORP.MANAGER COUNTY OF NUECFRAMMED, THIS FINAL PUT OP THE HEREIN DESCRIBED PROPERTY WAS APPROVED BY DIE PLANNING COMMISSION OF THE CITY OF CORPUS CHRISTI,TEXAS. STATE OF TEXAS THIS THE DAY OF ,2019 COUNTY OF NUECES BEFORE ME,TILE UNDERSIGNED AUTHORITY,ON THIS DAY PERSONALLY APPEARED THE PERSON WHOSE NAME IS SUBSCRIBED TO TIE FOREGOING INSTRUMENT AND ACKNOWLEDGED ERIC VILLARREAL,EL TO ME THAT HE EXECUTED THE SAMBAS THE ACI'AND DEED OF SAID LANDS FOR THE CHAIRMAN PURPOSE AND CONSIDERATION THEREIN EXPRESSED,AND IN THE CAPACITY STATED. GIVEN UNDER MY HAND AND SIAL OF OFFICE NINA NI XON-MENDEZ,FAJ.CP. THIS THE DAY OF ,2019 SECRETARY NOTARY PUBLIC STATE OP TEXAS COUNTY OF NUECES STATE OF TEXAS I,KARA SANDS,CLERK OF THE COUNTY COURT IN AND FOR NUECES COUNTY,TEXAS,DO (XIUNY OF NUECES HEREBY CERTIFYTHATTKE FOREGOING INSTRUMENT DATED TITS DAY OF 2019,WITH ITS CERTIFICATE OF AUTHENTICATION WAS FILED FOR RECORD IN MY OFFICE THE I,RONALD E ROISTER.A REGISTERED PROFESSIONAL LAND SURVEYOR OFBRISTER DAY OF 2019 AT_O'CIOCR_M IN SAID COUNTY IN VOLUME. ,PAGE SURVEYING,HAVE PREPARED THE FOREGOING MAP FROM A SURVEY MADE ON THE GROUND MAP RECORDS. UNDER MY DIRECTION AND IT IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF. WITNESS MY HAND AND SEAL OF THE COUNTY COURT,IN AND FOR SAID COUNTY AT MY OFFICE,IN CORPUS CHRISTI,TEXAS,THE DAY AND YEAR LAST WRITTEN. THIS THE_____DAY OF ,2019 -� ,:ti'ZEOF.!".4;:. NO. 0 yF y`11..,4, FILED FOR RECORD RONALD E BRISTER •RONM,ti1 RITE,J BY: REGISTERED PROFESSIONAL LAND SURVEYOR . KARA SANDS.CLERK DEPUTY: l9IHnd dF 7 NUECES COUNTY,TEXAS •- SLR j/ AT OCLOCK_M NOTES: 1.THE RECEIVING WATERS FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE LAGUNA MADRE.THETCEO HAS CLASSIFIED THE AQUATIC LIFE USE FOR TILE LAGUNA MADRE AS'EXCEPTIONAL.AND"OYSTER WATERS'.7CEQ ALSO CATEGORIZED THE LACUNA MADRE AS'CONTACT RECREATIONAL'USE 2.THE SUBJECT SITE IS LOCATED ON A 100-YEAR FLOOD PLAIN.INA F1O00 WAY,IN AN IDENTIFIED'FLOOD PRONE AREA.,AS DEFINED BY THE US DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT,PURSUANT TO THE FLOOD DISASTER PROTECTION ACT OF 1973,AS AMENDED,OR AN AREA IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY(FEMA)AS AN AREA HAVING SPECIAL FLOOD HAZARDS.THIS PROPERTY IS LOCATED IN FLOOD ZONE 9.13.AS INDICATED ON PANEL NUMBER 4854640405 D.CITY OF CORPUS CHRISTI,TEXAS.WITH AN EFFECTIVE DATE OP SEPTEMBER 1T,1992,ANDA BASE FLOOD ELEVATION OF 10. 3.BEARINGS ARE BASED ON GLOBAL POSITIONING SYSTEM NAD 83(93)4205 DATUM. 0.111E TOTAL PLATTED AREA IS 4.907 ACRES. Brister Surveying S.IHEYARDREQMR[IAF.NT,ASDEPICFA,ISAREOUIREMFNIOFTHEUNI��DDEYELOPMENI'CODEANDISSUBECTTDCTIANOEASTILETDNMGMAYCHONCE .455 South P.M I4.44In c Suite II 6.SEI SM'RP.-BAR•STEEL RE-BAR SET WITH YELLOW PLASTIC CAP LABELED ROISTER SURVEYING. Carry.LTrwl.Tu.]NII Olfin: 3fi I.N:AF1809 7.PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING RETENTION POND. Far 3111.850.ME ri eYin]],�a,rN)...mm RcB�auo Firm Nu.IID]2890 DATE OF MAP:2A JULY MP PAGE Ota 1= CD 2 X W '• PLAT OF "• �� J, '. PADRE ISLAND NUMBER 1 P P E OO l�1 C M BLOCK 13,LOT 1R �D 1,1 ir q L JUL2d2019 I P J„1� BEING A REPLAT OF LOTS IA-9A AND LOTSIB-9B,BLOCK 13,PADRE ISLAND ,9A NUMBER 1,AS SHOWN ON A MAP RECORDED IN VOLUME 13,PAGES I-R AND 17, 4';6' / aQ MAP RECORDS OF NUECES COUNTY,TEXAS AND THAT CLOSED PORTION OF LAS ADMINISTRATIVELY BY STAFF GRAPHIC SCALE y ,93 TUNAS DRIVE AS PER ORDINANCE NO.031369 AND DATED 109.18.SAID IA-9A AND LOTS IB-9B,BLOCK 13,PADRE ISLAND NUMBER I,ALSO SHOWN ON A MAP — I I� �� RECORDED IN VOLUME 68,PAOE 439,MAP RECORDS OF NUECES COUNTY,TEXAS 4 g (IN FEET) // 9. -e' I hlh-RSR Y ® I� 2TX 10W SHARED ACCESS 12 2T X IOW SHARED ACCESS EASEMENT CREATED BY LOT mB I I LOT 20A SEPARATE INSTRUMENT EASEMENTDEDICATED PLATET I THIS PIAT DOC 110.1.C.T.HJ] -J O.P.RN.CT. LAS TUNAS DRIVE S CLOSED LAS Tu1MSDRIVE i 7'---- —A �- G 589°15'00"E 449.96 AS PCR ORODI11ANCE110.101549 60.0_— WRIGHT OF WAY ^ SI„ IA I 9 A l 1 ! R s 1 1 b I P' L_"..3_74114.14© ;d-- JL4©, BI.OcR 114 LOT IA I 1 •� �a rli -- I PADRE ISLAND I — — J7t — CORPUSCHRISTISECTION4 -- VOL64POS614-615.MR.P&CT. 66.0if �8.9{ _ BLOOMS,LOT IS _� 'D1R,16II,T-- p I Fi 1S�✓1 X,� PADRE ISLAND- •• --� I I 3�l N 11 �]mD sa VOOLL6L PGUS S614CHRISTI SECTION C.T. x19 t3 - IASL 9 ld I I .— I © II II 1 ; xy x9 MF ,T$ ,011,..;.'$. I '� ktl I+ I I �' LOTIR N 4 I ,,L*,� `I 4.907 ACRES Jo I ,,, x.'” l,1 I 213,745 S.F. I ke, I D 31 ' �� x�' R+Pi 1 t Qa ao 14odW lwJ �'' ,ts ��1g / o d Q ( v -,�� a I� B ,r'� 9 I� h a $ 'I ' 41 p ss✓r+' t I v I O °L I Z 1 1 4 Sl UE CREATED BY PUT >w9 Jr�` 19' C aM aa. D• IA , VOLUME IS,PAGES I-S. ' �� MR3CCT.AND HEREBY I I I CONTAINING 4,.100 S.F. l as rC., NOTES I I x y',.'" X" I $ I Oy 1.THE RECEIVING WATERS POE THE STORM WATER RUNOFF FROM THIS PROPERTY IS I kI ----"J THE LAGUNA MADRE.THE TCEO HAS CLASSIFIED THE AQUATIC DRE USE FOR THE 700 lK I LAGUNA MADRE AS'EXCEPTIONAL.AND'OYSTER WATERS.TCP.O ALSO I I 1001' CATEGORIZED THE LAGUNA MADRE AS'CONTACT RECREATIONAL'USE. I I I I I,. 2THE SUBJECT STIE IS LOCATED ON A 100-YEAR IDFNTIFED'FLOOD PRONE AREA',AS DEFINED BY THE US.SI.DEPARTMENT OFY.IN AN 1 V� ,rte IAT TO ~ �F M' x'3 HOUSING AND URBAN DEVELOPMENT,PURSUANT TOTHE FLOOD DISASTER �1 I CLOSED IO 0.E T PROTECTION ACTOF 1971 AS AMENDED,OR AN AREA IDENTIFIED BY THE FEDERAL I I n0A>o1DNI MO EMERGENCY MANAGEMENT AGENCY(FEMA)AS AN AREA HAVINGSPECIAL FLOOD 1 6.% W CART PATH ��II vr�aw .I HAZARDS.THIS PROPERTY LS LOCATED IN FLOOD ZONE'AIT AS INDICATED ON EASEMENT DEDICATED T— y� .E 7 1 PANEL NUMBER 485464 0405 D,CTIY OF CORPUS CHRISTI,TEXAS,WITH AN EFFECTIVE I BY MIS PIAT ISP , J_— ' � LJ DATE OF SEPTEMBER 17,1992,AND A BASE FLOOD ELEVATION OF IW. IT' ;t,CJ6 3.BEARINGS ARE BASED ON GLOBALPOSITIONINO SYSTEM NAD 83(93)OBS DATUM. r✓--- ���J=' -,�.—=-w'� ww rJ1 N '"T---- ..� 4.THE TOTAL PLATTED AREA IS 4.907 ACRES. ----t--- 1 ? , r,—T489N14r4 971501 —;+I-IW U_E d• 4-1 5.T E YARD REQUIREMENT,AS DEPICTED,IS A REQUIREMENT OF THE UNIFIED T DEVELOPMENT CODE AND IS SUBJECT TO CHANGE AS THE TONING MAY CHANCE 6X WVEASEMETCA PATH 13 6.SET LS REBAR-STEEL RE-BAR SET WITH YELLOW PLASTIC CAP LABELED BRISTEI BY SEPARATE INSTRUMENT SURVEYING. a DOC NO.20190MM. BLOCK 13,LOT 10 a OPR.N.CT. PADRE ISLAND NUMBER 1 d 7.PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING RETENTION POND. ,1; VOL 68,PG.218 ,• 'j ALR.N.C.T. 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F-7481 VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 nos rs THE PROPERTY Of M PRO ESSRNAI ENGINEER MHnY SEY APPEARS ON M6 ORARING ANO IT 6 OMu1Fu TO REUSE RR9 DRAM. 01 ART OTHER PRO.E OR TO COM. TRACE M N ANY 0.ER RAY, REPRCOUCE ANY M ALL PARIS Of THIS DR ANNG N1HOU, THE WHEN CONSENT Of THE ENCNEER. BALLI CENTER 15401 PARK RD 22 LOTS 1 R, BLOCK 1 3 PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS EXHIBIT 2 ii' _a- 0 m m 8 1191 16.8 WEI • • =°, plj�[ 88%8888$894898844-88$ N € � h�,��51" < p � �' �p_ �aa=boa N9 s n ;•' p0 PA i ap f E m W • W N898 4 0 V321V 3dVOSONV1/N332l0 V323V 1N3W3AVd V321V 1NIdd1003 ONIOlInE w a En J CO 08 En 10 u N En 08 T SNOIIY1nOV1 V321V L3 1 �s3 I I PADRE ISLAND I I Iml J 0 corn 4a - — 01 2 nasel n - MI 1 e -' a O ..N,.. J n. IV 0 c ..,.)..._7....j E `0 4. • 4— H �;. •1 4— S891',,7 \\\ \\\ i i 0.344 ACRES LT DRE ISLAND D 12 ��luuuNNN 41 PADRKNCE !` 9 -\744 /3 I ' 3 7 1\ I RV• •�I\\ \ I���.\\ E.r""lomkMien •vi 93 ACRES owl C LT • 3. BLOCK 216 PADRE ISLAND No.4 081 \P/ I LT 8193 S AOCK 216 PAA6DRE, IAND No.4 0193 ACRES LT BLOCK 216 PADRE ISLAND No.4 �I 93 ACRES LT 4. BLOCK 216 PADRE ISLAND No.4 =1� 12 93 ACRES LT T 2. BLD. 216 PADRE ISLAND No 4 0.102 ACRES LT 10 AOC% 216 PADRE ISLAND No.4 0.102 ACRES Ll 9. BLOL% 216 PADRE ISLAND No.4 �l9LCLaPEO $' WGrflYiAUFr m 0 2a C o a 2 0 0 NVId 311S TBPE FIRM REGISTRATION NO. F-7481 VLs- VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 REUSE MS DRAPING ON .ANY OILER PROECI. OR LO COP,, 1TRRACE OR IN AL APPEARS NS ROY, xRE ROOIWCESµ MY OR L10 PARTS O 1196 °RAMC 1.4114WT THE ARMEN CONSENT OF 114 ExpNECR. BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 1 3, LOT 1 PADRE ISLAND No.1 CORPUS CHRISTI. TEXAS r ,- L'EH 3 0 ACRES LT 10, EAR 13 PADRE ISLAND FCF� N8q° 14 12' L 4565 • F �0 22.51-19' 1\ I ra I\ is a \ f\ 14\ 1P' 44- • 0.344 ACRES LT 2A BLOCK 12 PADRE ISLAND (LASN u � \ Awa HT �,5a \ I I \ \ �El ° 2n n i❑ o Ty r 0 TBPE FIRM REGISTRATION NO. F -74B 1 VANGUARD ENGINEERING l� 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 REUSE °TTHIS PROPERTY NINO ON ANY OTHER PROJECT, ORPROFESSIONAL EER NHOSE SEAL APPEL. TO COPY. TRACE OR IN ANTNNIS ODIER WAY, REPRNG ODIT UCE CES ANT OR ATO PARTS OF THIS MIAOW WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. BALLI CENTER 1 5401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS it 3 i! E t J I R ¢ 6' ly'3i M I �6igx3si az 0 3 � 9 I o 7 Z (Tzm =.. mDam it:, n I m N r A r Z ° m m 2 n oz Zn Zz C A _ O r z DI xin U S ISCAPIZIE C It 3.01 ACRES LT 10. BLS 13 PADRE ISLAND 4Y \16 .I.'.'.'.'.'.'.'.'.� n stri M N) 4)( .1�•• 6V Gx a ,P ,p6 0.193 ACRES LT 7, 6LDCK 216 PADRE IAANO No. 0.193 ACRES LT 6. BLOCK 216 I PADRE ISLAND NO. 0.193 ACRES T 5. BLOCS 216 PADRE ISLAND No. 0193 ACRES I LT 4. 901 .0 216. PADRE ISLAND No.4 .XA Y Ar ' • �$--------r--1 -- t�IrNX— •\ \ FRCP IV 2yL6142T,/\\ \\ $�\EYUMM PADRE ISLAND 6YDR6R axN \\ Dm0 2n 0.193 ACRES LT 3, BLOCK 216 PADRE ISLAND No.4 '193 ACRES T 2. BL004 216 PADRE ISLAND 1.10.4 -1113 0102 ACRES LT 18. BLOCK 216 PADRE 19,AND No.4 0.102 ACRES LT IA. BLOCK 216 PADRE ISLAND No.4 E 1/C2.1 : — — — MATCHL n N a AA OD ro r D Z TBPE FIRM REGISTRATION NO. F-74131 kIL VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 THIS I9 THE PROPERTY OE THE PROPTSAMAL ENGINEER REUSE TMs ORAMNC PAARTS OF°.15R CRANING191 HOOCO T OSC APPEARS ON THE OR MOII�R, Cr THE IO ANO IT I6 UtIAKPLL 10 REPRODUCE ANY OR ALL BALLI CENTER 1 5401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS 0193 ACRES LT 2, BLOC( 216 PADRE ISLAND No.4 0.102 ACRES IT 18. BLOCK 216 PADRE ISLAND No.4 0.102 ACRES LT IA, BLOCI 216 PADRE ISLAND No.4 0.193 ACRES LT 23. BLOCK 216 PADRE ISLAND No.4 J 0.205ACRES P ERE ISLAND Ne I T�+ ATC E HLI1/C2.1-- ._. Lex 10,0+ I lo�n� C°I [ ` i s 2 1 3 2 3 1 i d! 3 pad 5 : i Pv l3 ISR Ili! i ap!!! e -I _ _ i zx =s Sv; 3; a - g a =ga t a iI 4 9ia'¢¢_s E 1 is ej ° zy � 3O n = O is 0 U) 0 z 0 0 z 0 r Z 2 gl Fl 1111 c2 6 4 5 §m 1u 1 ?0I Pr'1/2 1AR1S ®ROR rsur 19060111. BYOWdf fME0LYIAVEY iEE TCNL/INC2E.1 12 n x x n ' 8 ' P10 I THIO ' C, Z ddW NOILV001 won 1 oiii won n Nun. AVI AMA Rwo 4, 0 .--uRFR-- 41 I. WHITECAP BLVD 01. I �ml PT P,I 71 N TCHLINE 12 EE 2/C2.1 TBPE FIRM REGISTRATION NO. F-7481 VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 REUSE INS 110 DRAWING ON OTHER THE 4Ci OR ro , 1WHOSE TRRACI DSR ARS Y 061ERDWAY,, DRAWING ODUCE /NY OR µLTO PARTS a THIS DRAWING WITHOUT THE WITTEN CONSENT or THE ENONEERPR BALLI CENTER 1 5401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS P n= a §S i r Y % K a s� • SITE DESCRIPTION SOIL STABILIZATION PRACTICES: x TEMPORARY SEEDING z PERMANENT PLANTING. SODDING, OR SEEDING _ MULOIINIC L._ SIAL REIEN NEN BLANKET % BUFFER ZONES %_. PRESERVATION OF NATURAL RESOURCES OTHER:__.._------------------------- • • STRUCTURAL PRACTICES: % 'NUT FENCES 1= NAT BALES _ ROCK BERMS % AVERSION, INTERCEPTOR, OR PERIMETER DIKES x MANSION, INTERCEPTOR, OP PEINMETER OODLES % AVERSION OWE ARO 5WALE COMBINATIONS % PIPE SLOPE DRAINS % PAVED FLUMES ROTA BEADING AT CONSTRUCTION EXIT TIMBER MATTING AI CONSTRUCTION ENT .T_ CHANNEL LINERS • SEDIMENT TRAPS % SEDIMENT BARNS • N STORM INLET SEDIMENT TRAP STONE OUTLET STRUCTURES % OURBS AND GUTTERS % STORM SEWERS K FROND Y CONTROL DEVICES EROSION N CONTROL LOGS ADIEU NARRATIVE - %COERCE OF CASSTRUCIIGN (11)50 OUTER MANAGEMENT) ACTIMTIESI I Pre -cit... cc .Rte arum 2 Slte Clean, and GnVbb.ng• • 4 B TITIna sTednAMB __- • 5 PwI GTMd,Tq G FAA S%BAIMA.' • • • EROSION AND SEDIMENT CONTROLS l REASON NO. DME Wr p,,c„A A,N RIDetsr,4 .D RARE w DEscannN 114 c, A s 61 CRY OP CORPUS STORM WATER POLLUTION PLAN Canso PREVENTION NOTES i a 3 CITY of CORPUS CHRISTI TEXAS Deportment of Engineering Services S zn mm c n° on EROSION CONTROL PLAN NOTES ER KR E=Ta4a1.1e y :ti ��` ��°~`; �` +�= u!g_ TBPE FIRM REGISTRATION NO. F-7481 lin BALLI CENTER L//_L�� �/ VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WES LACO, TX, 78596 15401 SOUTH PADRE ISLAND?SI DRIVE (PARK RD 22) (956) 514-5086 BLOCK 13, LOT 1R N D u yA 'C�Y�. a -- • PADRE ISLAND NO.1 PIONEER MIOSE SEAL APPEARS a 1x41 MAN. AND 1 a LAWFUL TO REUSE MS DRAMS ANY OS S PROJECT. R TOC COPY, TILE OR (1IYANY OTHER WAY. REPRODUCE ANY OR ALL AMv N Or M ENGINEER. CORPUS CHRISTI, TEXAS 1 ^ 1 TiTTTwTT ❑CDDD o00_0S x 3 Tg A- i_. 9 : S 9 i i a W g yR ! " ,. 0000000550r�Z ''�. y R 3 F = ' .' $ 4 Yy i ' i s? -s ' ' > i 3e i35 e _. t 9' .! va Q ❑SOE®0a;:g§ €gRa �y• •r' ? - g; d F 1 t o a s a i S a o • e S 9 0 - a -y 3 - Rs s a' '' s g �9 -� •c3 fi F. 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SEscAnnN - iit I 5 I E CITY OF CORPUS CHRISTI STORM WATER ENVIRONMENTAL PERMITS ISSUED AND COMMENTS (EPIC) 2 a 3 CITY of CORPUS CHRISTI TEXAS Department of Engineering Services a on D a V� EROSION CONTROL PERMITS 1=1:14S • •1% a TBPE FIRM REGISTRATION NO. F-7481 �1 I BALL! CENTER "� '�% - - g; :-. \V\ VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 76596 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) (956) 514-5086 BLOCK 13, LOT 1R N MO , .vF ' _ -+a PADRE ISLAND No.1 0 ' R M PROFESSIONAL DOWER MIOSE SEAL APPEARS oR m5 OR NC AND IT Is wawa 10 REUSE MS ORAMRD PM RAMS pURRCC 510005 TC.5 ACE OR n1R CRRNI A op1H Enai�ERDEPRODUIX ANY OR ALL CORPUS CHRISTI, TEXAS In le A ' Fi ^ARt- A• Efy £9�1 0 A € gga N. she€ C yds ^ h e0 i`nfo253 '] wF'i, ei'M' `a £a�gg55 r�a�R shad" a$d @� Il a9 £ iJA 0Rn y a 8) ;$$s r '' = F •A Z m4a� S.egg+R T n 2 9:� g , s7d a ,y !, �� R } !$ � e R4 �8 6 y � Rz 3 y.mGpg R§ eAF a„ a $ >Igo- m C oas,as .9 A6R _ = o fig{ MO B i m _� R_ R $ p" ¢ E fiffiR 3 ggg g 5:pgp a-x�iRg R q m gg isRI ga � ¢ $ Aa . Ali? ' g $ A ! I 6JI 1A8i?� ;" ••a1 � 2 _.' .I,I�N 1 -%-- .�qyN,y& Af'l vv• 7P * ps t. ,' .l.i ., a F f hi 1 2.1 Oy 4T s a ^ 9• AOFE hPat F a )wise ,�to ' Oma'_ '±! ii " :fin( � • NOTr. MISR n�R�au. f ocRwccucaxoca D /� 99 wa ec wsiu�m n Svc rs 'PIN ,‘74ib";;: • cPETCE SHOULD IN w,Tmxnon. xuemm uxax COW TEMPORARY FILTER FABRIC INLET PROTECTION DETAIL NCR To SC. vaen -PNEP TO Cxax. P. ! PROMS � M pyg FF 4 �� A R R A f: �_,,r SIA ti 443 _t: 'O d_t. gpp §Qg 8Ad- :pp y JR4` - k y e s 3y A@ ,,. Si LaiETs R" SS €� oR a $ 2 N 0 hi gg s[[�' P�A�• N 4p2 J - y m 3 gmg / yy il 2 /SF g¢c ,}Ff s p ', 9a€ska 111 E A r1,1dgg T t, 10 >q€' ;BMs,' $ 4 AF;, R dBs 8t9 2 — — — T d� -yi $ m "a -€ d4E 2 s '� 1/C A $ 3 n s6si U kg L ' Romp, NO. D.uc BY DDswvmN avmw ND. iaD e. DESxmPnn: Ir . ! utt s 6 cnr OF cavus CHRISTI STORM WATER POLLUTION PREVENTION STANDARD DETAILS 3 or 3 CITY of CORPUS CHRISTI TEXAS Deportment of Engineering Services o z'✓i CO . mm o a: c EROSION CONTROL DETAILS wlRAx 1=I:1i1�:1.11 a C s�. ~ +�^ - ` w'; i_ :!f V'i n ` TBPE FIRM REGISTRATION NO. F-7481 BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 1 3, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS l� ��/ /�'L� VANGUARD EAST PR ENGINEERING 8 401 9 EAST EXPRESSWAY 83 WES LACO, TX, 78596 (955) 514-5085 NF w„ PROPERTY a ,� PaTHER PR u ENGINEER WHOSE sEK ORE+RS a DE DWAY. R MO IT IS NT lm RUSE THE DRAWING PARIS CI TRIS DRAWING�OR W NW', COP I)11 winEN CONSNT Or ODER NPxOWfi ANT COa1 ALL DlSla•Fe' [ DATE: e q e, rw am vurwsr nlitsarneiu<DOTr nxnrs m respns�bmTiw rM LRmrrn.rm FILE: a tnis srraard :o e:nr /wears w tar IrRwrM rewltl or e." s sewttiris /sone Its use. u w3n3� °��r•n 11 Nanin°II' In om r �_ ^ 3 S K,, $ S®� —n 8. #A1 � nfl / °fl kVitslITI m 4:F vi- $+3"R^ ny 38435. S El " n ern Hilki Rg •.b � 3•- my ,23 �- • 83;4• y ,3 QP $ o Pipe Culvert.) 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A,;3 3ssa" A�o . �0 8Ro �8 0`gg »p = 845 8 3�Ra•d �`^ a$ 0'11 t` 98 -,$o °d , , - 4f -e I T ,1 SAFETY END TREATMENT FOR 12' DIA TO 72" DIA PIPE CULVERTS TYPE II — PARALLEL DRAINAGE SETP-PD ` ±T SN s=o8S ,R3o 3 R !" 2° R r , . : , : LH . ED PIPE SIZES, & RIPRAP QUANTITIES() e I .Rgm a`R °°9•$ ,wq oo3»S3 8. All Pipe Culverts 3 Or more Pipe Culverts 2 or more Pipe Culverts All Pipe Culverts All Pipe Culverts Conditions for use f Cross Pipes °a� 83»:2 5145° °9 •.3p§','< 4� $ 1 °° Ri 08 e mon .= S-� 8- - 1 38»4='5 Ov--'� R' vg 33 5g9 R' 'igR X48$44 S :y 3^` S3 3&S 1 —E l Ill @S3 44? .!-• 2! '8° 944 I..° 354^ 8d •' '%88'- 3• $R Yi3 xz -�g� R »a 5'r " 8x•33° _ . 8N ;. 'T e8m : ➢ to3 SAFETY END DETAIL wi.11 u " I-I:I1Y.:1.11 o TBPE FIRM REGISTRATION NO. F-74131 ion BALL! CENTER ' ?^ n : 4019 VANGUARD ENGINEERING EA EXPRESSWY 83 WES LACO, TX. 78896 1SDUTH ADRE 1 540 P DRIVE (PARK RD 22) $g� (956)AST 514-5086 BLOCK1 3, LOT1 RISLAND N 0 PADRE ISLAND NO.1 ° _ :P ' ,,,,,sa s is lilt PROPER, THE PRDrtSSDNAi EN°NEER SNOOP SEAL APPEARS ON THIS DRA5R0 AND IT IS 1.04.A.11. 10 REUSE THIS DRAPING ON A a00 R PROJECT.TO COP,, TRICE R CONSENT Ai 0555 WAY, REPR000CE .W I OR ALL MAI SEN CORPUS CHRISTI, TEXAS 1 DISCUPIER neo Oy IAr Te.b 007 05 f:rq PrstRr r•. H DATE: 5'e a to et - I rm ti or se er orre00 1 T arswn FILF: at T. nWsre to rune. TP.�nms v /ry ;rcrvrnr rerun or awges res�Irs �rcm� Ips us�aMrr v, eq $t MTI i ; Z 44 • ' • 6' Nin cement OW 1 i2e0 bedding t b00kfi II O Yin Dlm• O.D. Of Pipe 'l Y= 0.0. f: D.D. R - o -n n y Q sQ I ' P L D. .8 - r,n i -if- ...,,,r0 �� g$ %9 r ) o << ���m 1�1 ,---"j, ,� .€ \,.. 1 •,`V See Deiai l "A" (Measured alone Slope) r.— Q SpfefY Pipe Runners (If required/ .1 E. -0 321 �rE N" " �l g`to N^ SFS oie Or. r. o5' Z I-°$ Ifl -I a 6• . o '' `` - �/� 8 < $ i Z t Dpi iS z o �.' n _AAAA @v� S� m D Lrn 1-''0 J \,. \ i _ y .'-I�_•.' ... Min 0.0. At €rn - l--•0>:NrPs v C -I I ZD EZnr 2'=e \\ 0_n _r'j�" -° - a'eg 3: tapered End see ,Dole XI �>% mis‘ - H :CL `ALr v -O $ I , a (1 I I } ua - \ a - 13„ 22 hiuqq- 11 o5 R _co -3 nq"cun Fn a Maxim SofetyRunner Lendtn Maximum Safety Pipe Runner Lengths S Required Safety Pipe Runner Sizes n �� Q,, 31. �C, ""1ftmiggil o L cr mRo y r = R 3 R� o� a �_ E F :% - 8 Rte' .7e D_ "9 S 8 4.000' I 3.5O' a 3 og ^ 44° ??Se T\ iw i Oh -2 p0 TYP .�... no —. sm.c \. .. i sle a \ 1 Zr cn Ra.y a N z RRpi3$Xg "ne Rhin �t�. m°•O . LI: `ii o o N R -'TR» pn��3e50 aR1tn R9 m3 Rs 3�R2o4n5 5.5_ @ "9 .. — — 2 2 2 -' g' PRECAST SAFETY END TREATMENT TYPE II — CROSS DRAINAGE PSET-RC 4m10-' AllrIYSit, aMS eY Department of TYsnaPortetlon Stamford flia in 02 °F t Rn�S �.� ac � ;g_ -g gi$=o$5 g2.'01 R g o g o ° o a ° PIPE SKEW RUNNERS REQUIRED SINGLE PIPE !.2 $ R24o:5" 5_a 5 -; Ries8 $ Re. 3" 9 2g $2i 22 e ° ° °3N 0£. _ T fie 5'4R 8RAN 10 .7.2 9.'R2R 9: 'NSR" ° R 5 ena1.N 1og ° o o$o b a 0 PIPE SKEW RUNNERS REQUIRED - T p € - - P R e ° . w N ° R ° ° ° P z5' P. - DU SAFETY END DETAILS 11=111.1.1.1,111 171:144.:l•e 0 . m N� . :w '' `^ g:^ TBPE FIRM REGISTRATION NO. F-7481 - �n BALLI CENTER VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) (956) 51 4-5086 BLOCK 1 3, LOT 1 R N M fl[ .p �• d • PADRE ISLAND NO.1 PROPER, OF 0s[ SEAL APPEARS ON 1H15 RAv,No AN u 10 T REUSE THIS RAINO ONTANY OTHER PROJECT. ORE TO COPY, TRACE OR IN ANY OTHER RAY RVRCOUCESANY OR NL PAR. of THIS RA'RNG mTHwT THE MITTEN CONSENT OF THE ENpNEFA. CORPUS CHRISTI, TEXAS LITE: F ILE: rna �:< a 1nu OT 11, ;, y,,.,. e, rn.'TRwa EnaaPama Prxli<P 4Y. x wr a aar ,we a r,wT ra a,r aaaa:<.msawa•. r.wrc aa'aaka m mama.+rarer io � r. re,...>:� a n.a aune.m ro >Aa roar: arra �aa•aa .Rwn. a a..,Pa, rnarnm rro-a u: �:< V -V NOIID3S MULTIPLE PIPE INSTALLATION z 0 0 m Ln —r nn m r 1 U1 a0 ri mz (./1 c-0 zr Z m I— > n VIo z - NOIIVA313 lVNIOf11ION01 TYPE II - PARALLEL DRAINAGE ic.JimaJ &u M3IA NVId Nin 0.D. At Taber. End See Table zi .74 if 8y^ 8 � a � mm m a� n 0 w i D rm mZ 0 TOPE FIRM REGISTRATION NO. F-748 1 VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 PROFESSIONALDIS IS THE PRCPERTY OF THE EHGHEER THOSE SEAL APPEARS OR INS DRANK AM IT 4 WAWA TO REUSE THIS [WADING ON ANY OIDFR PARTS Or THIS DRAWRG'wTLdrT COPY. '1.WT1 1 fixT K ME ENGINEER A NY OR ALL BALLI CENTER 1 5401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 1 3, LOT 1 R PADRE ISLAND No.1 CORPUS CHRISTI, TEXAS DATE:a wlNr n✓rlArlavr(�� i, ryrrNnv es ro resewrcrb'nYor e.+rw FILE: M rha «amore !o 1, / . rr4:: resu0a0ler Easages �nwr:�g /ram itsa! B a @o o a Z lS. a �. . "to-oo '- o mnl r arm n_• ' i y.ora I ` P. $ -,1,p„ > 1 1 §i8'Y »m A AL ELEVATI :so ° ' 1- a _ D Z O i ty End Treatment m - 0.3--_1 .a 28 — ____ _ n o a I. 0 j Y Ls Z 1 : .9 D '^ 11 1 i 1E 8 NGLE PIPE INST ail 8..,8 lii x.411 ., ' ° o0 Z . .tlS 83 0Oi g;a s , O O O ® e O -'^8 $� NiPa3 �a89 4d4yw°9AR�m I!!! ; o` 8;83 888= R37'`_ 1•l''a I T3 PI! IX .40 _ . 'Yi8 ,,n 348 -PI- 3'_" !Z BER�� :M. 99 `5g,9 n•R83 �� 8&E3? :4- 4:, pat,: 8 o3 . 33 ao°- ;a r; spa +� :'= aoBo 9_ €o R'a"a im 3S . gg 03 g"; -1 m08 n�3 .. v v -SC L PSET-SP Stand Slee Slops ESTIMATED CONCF 9.. 99 3.7 ®R g o9aR8 oQa`8=.3 899 §: 9. 883' -8PPPPPP 8 8 - ,, :RI' N3• o8 a Re. 3.S ( 3 x # BN Texas Department of Tfsnepnnasen l ate PRECAST SAFETY ENI TREATMENT TYPE I! RIPRAP DETAILS PSET-RR OIiCable when no a Mat require Safety End Treatments are shown at Riprep snail ee permitted unless n8«=..R �'9 3 R:, : .iR-' ' 1 _ 9"3 @N n n� a Ili! fiz $3 !`9S3 8.�.8 i - °.qA as$ s!RI X88.a9 1 w.n ;-8'O !El'Rra:;8R tAP QUANTITIES (CT) PSET-RC I PSET-RP Standard s Sa da Sga gR� 3933, Rq' �& 8E: - 44f "- -i PPPPPP9_ — =.n.S 6 _Y 481 83 R�V3 R. 8 3 R83o E Ili 9 33 • ,. ""N- - S 4 3831 3« 1- v;IN 9 - w Z.,' zn D mL n .Dl on SAFETY END DETAILS Mom: ry1L`a'- > �P ' /'�-r� I '� ;8i TBPE FIRM REGISTRATION NO. F-7481 1 BALLI CENTER VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) (956) 514-5086 BLOCK 13, LOT 1R N ^ I gi • N 4» PADRE ISLAND NO. 1 MS IS 111E ME v MEs a POKER M SE ARS o MAwxe o 2 ML.00 AT. ROM Tos IREDRA PARIS ED TB D AW. RI OUT TE YMTIES MOW R TIE ENGINEER. CORPUS CHRISTI, TEXAS FAR o�A� 2i r) rn ym 2� a my' a 06 O� Fpm 4 1 U 0 z CONC. VARIES GENERAL I —mmmmm� 0 SE N F A LL iF zr II at Ea ?s /11 i � 'a� `���$11Ingii=ria=:PPITIE MMIME: Wirt IRE ANETA) PARSING ' N WIDTH VARIES (S' USUAL) AR 6 • •• • '. • v� al�li: x• 1U M WNT AT P 1 C a I -2o• »B• AO. ASPHALT PVNNT • SB 19 500E \. .�m.rTq 44 'r•>`••.1. • 1 ponmvy.TVWs� fg E tlW �tj�it(� O.DH AARES 12 PADRE ISLAND mza c;o mm o as n W i z 0 NVId ONIAVd TBPE FIRM REGISTRATION NO. F-7481 VLs- VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 .5 IS THE PROPERTY Cr THE PROPESSONAI ENGINEER NHOSE SEAL APPEARS ON .15 ORAMNC ANO IT i5 NLATFLL To REUSE IMS ORAWNG ON ANY OTHER . TRACE WISTiKR N°NERFA�OOU� ANY ALL PARIS .5 cams WARMEN NNcc BALLI CENTER 1 5401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS GENERAL I name r TICAPAPUST I ernwpaw No. -3 crwtlEArtz �1 0 0 0 Fd ( -..) pnwirorom0000rdmzo==oo am o= mo=: 11111::1:11111 S89'15'00"E .\ 4416' NPy Ll NV1d ONIJItldd TBPE FIRM REGISTRATION NO. F-7481 VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX. 78596 (956) 514-5086 INS 6 REUSESOµOOERTINSDRAPING N ANY OTHER PROJECT, OR PMTS OF OPS MAAR O PP PICOT TRACE YR OTHERWI^. HEPRroIIRSNNY OR All TO ROTTEN CONSENT OF THE EROREEn. BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO. 1 CORPUS CHRISTI, TEXAS 0q - iso Z -o 8 YA r L 0 r. 0 • a s 2 g gra o� �� ob 2 £g 8 2 e N Sm gds 301 ACRES LT 10, BLK 13 PADRE ISLAND 0 E n_ ....r z .' 1 Elm P. •-9 611Not IT I , tRs PR,P.a i IV 0 C J �0 N89° 4 IRE LANE - NO PAR Iwo 200.7 FIRE TRUCK TRAVEL LENGTH ED • . 172.1' • FIRE TRUCK TRAVEL LENGTH 33.7 FIRE LA. FIRE UNE -NO PARKING y FIRE LANE - NO PAN 33.7 FIRE LANE J ri moiS$ =FNVEKANF 107 2007 FIRE TRUCK TRAVEL LENGTH —► y _. — -SLAT-LANE WO ARKING- ••. •.• •I'. 4 . 2663 S89 00`'E 57•. IT O.LOGE p reps KI6I.00K12 PADRER C E ISLAND \ \� �"— •'.� J1 • 1 •.1+;. •1 , 446 65-e\ 5— \\ \\ \\ S \\ \I m • 0.193 ACRES LI 7. BLOCK 216 PADRE ISLAND 604 0.193 ACRES LT B. BLOCK 216 PADRE ISLAND 604 0.193 ACRES LT 5. BLOCK 216 PADRE ISLAND No.4 0193 ACRES LT A BLOCK 216 PADRE ISLAND Na/ 'G 1 -1 o D H- 0,93 ACRES LT 3. BLOCK 216 I PADRE ISLAND No.4 0193 ACRES LT 2. BLOCK 216 PADRE ISLAND No.4 r r 0102 ACRES PLT 1B. BLOCS DII ADRE ISLAND No./ 0.102 ACRES LT IA. BLOCK 216 PADRE ISLAND No.4 K PROP IPI WORMY EAB0Iom A ---Y— K �0� o - SIV cl m 0 -am D13D Z'1 i z i TSPE FIRM REGISTRATION NO. F-7481 \IL VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 1956) 514-5086 PROPERTYTHIS IS THE OF INE PROrt59O1N ENONEER 74109E SEAL APPEARS ON TMS DRAMNO ARO IT 15 UMJaELL TO REUSE TMS ORANNO ON ANY ODER PROJECT. OR TO COPY. TRACE OR IN ANY OTHER WAY, REPRCOUCE ANY OR NL PARTS 6 TMS GRANA° N INO, THE MET. CONSENT 6 1HE ENaxEER. BALLI CENTER 1 8401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1R PADRE ISLAND N0.1 CORPUS CHRISTI, TEXAS 41 TBPE FIRM REGISTRATION NO. F-7481 \IL VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 75596 (956) S14-6056 PIS REUSE SAS MARRINO OR ANY OTHER MECY OF RE PROFESSONAL ,. CR 10 COPT. MACE OSEAL R INANYOMR ON llitS MST, APRON. ORA AND 11, ALL PARTS OF TM DRAMS RIMOUT TM HOTTER CORSENT CP THE ENpNEER. BALLI CENTER 1 5401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS Ex°%gym UgP S 2 13 ii ?. U b oy 7 i'1 "mrn y n p aOQ ie 4. s 4 Co 0 0 m an e 1 R A LA 11 10 57; al it Z CE im vu_aEs £ vFRE¢� PP.- CLEW /S• ign $i§ ami m g 5/8. N$` O F y p 2A i 291 A v gr;x o' Yo g Ail s ,/,.-I/A. T . PAVEMENT 17.0811ESS o;❑ Q W 611V13O ONI TBPE FIRM REGISTRATION NO. F-7481 VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 MS IS THE PROPERTY OP THE PROPS MONAI ENGINEER WOS[ SOL APPEARS d THIS DRAM.AND IT R NEANu TO REUSE MS ORATING NPARANY OTHER PROETHIS DR.ECI IETM TO LOPY. TRACE CG IN AM AOMR MAY.Y.R LL EPRCOUCE ANY GIE A OUT THE MITTEN COMM DP THE ENGINEER. BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS I o F 0 CA > =z= s (n* 23D CF 0 0 1111 1111 M.NI MIN of II „ I Ina CURB Ass m gl 0,..141.Ibbs Ft.344-:.14:ditz-•=1 �_� 11111M11111tiiiiiihil 28' a Ir' I z za o`aP z Wn n W w TBPE FIRM REGISTRATION NO. F-7481 VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 AYFUL 10 REV. TRS CRANING ON ANYOMRR PROJECTSSIONAL . OR TO COPY. TRACE OR NI ANNEER MOSE SEAL APPEARS Y OTHER WAYI THIS Y... REPRODUCE N° AND S•NVE OR All PARTS OF v. CRANING NITHOUT TIE MITTEN CONSENT OE THE ENdNEER. BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS Dlscul«E5. -re.a, .o,,x.w,re P.acr./e tr,. Ra oared, a ax DILE: E,°7 441 IMw e•`,,:r.17.. ws,m FILE: d ,Ias stemara to dl"r �dwresl .esuRs ar Yam.a�e �esuR�ay bom/hs usM sM" _tet S _ ag" O NS :- YD, -0 A ^ ?ii 8� 1- 0' Yin � T. VI 9 .= 'w D Z it iP gp a -3 o A m no _ v i - Is_. . $° m m Varies t 13• Yox4 D r m+ '/1 y --- - . . .. �1 0 o3 e55 yy — N77 r r nZ a — e o CD rl -+ 9T _ i y N< I. 90 o d 9.S - oy r- lE 1' g$" z N r ilia m_ isIP s 2 �i� _88 mn o� — L I s Z Yo 8� a 8 $° G Difference In .: mtotfnp oelevations �u �. 0 830 ti , N - (� °ao �q 1".9., n I j«-em i"yN U � i3g ag�a "aa I - 2D ' " f 0 n , or NOISNVdX3 . 1\ l 1o. )o aooj*.-\ y � C°� v °.5 FAD m ''�� Min '-'� « __ I "KZZ o� .N D D x s _0 _ :. ' .�� w = 2 ,, ma .s. "_ 09. lo • jai - ;; _ " n %, ,NN, "o_ 1 k E.- s 9;9889'50" -§ x; S ep ;_3 _- 8 ° mg""o3}So°3 »"'o3g3` "y 88 ts 3 " % 39 q 8Y « Dy 94 w e N— C W. w 8m I WIZ Aosa Deprbn.nf of DaluporNNon Stmefied RETAINING WALL MISCELLANEOUS DETAILS RW 2 -6RS $ q 9 aS «'8 - 8d Ya .« i $_$o i- 7 a. CO 4 3z S'o3 §7" S94 33 E-- 8 "3 "= m9oSno g? r3 'oq-o'4'-R 3,i ' °s. - '8.g39 9Ro ° m °. .. ^' -9 o "n RETAINING WALL DETAILS �.MIa 1 k1_i4♦/:1.11 00 ��` „?•' If '-,.�^ n a `: TBPE FIRM REGISTRATION NO. F-74131 In BALLI CENTER VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) (956) 51 4-5086 BLOCK 13, LOT 1 R (13 Ui .4A� " iVr PADRE ISLAND NO.1 THIS IS THE PROPERTY OF THE PROFESSOIAL E505EER BIOSE SEAL 0P urs ON THIS 0R*«xc aro n, uaAwu 1D REUSE THIS DRAeT ISIS AN. 01140/1 COPY, TRACE DEROIOANY 0' 1141 WAY, 0EROEPRaWc[54,v OR ALL PARTS of THIS rT x x CORPUS CHRISTI, TEXAS a 8 S QiflM!U u; 8 a S 0 0 8 :A09 0921111032I NOLLN3130 ASZ 0301110321 NOLLN3130 A0103010030 NOILN3130 :AS 030/7030 NOLLN3130 8 8 9 i f i 0300 1N3113AVd V300 100d100.1 swine 4 8 t i N • ![!-Ial'a51101 ►iilti!rIM12221214_ rmexili 7=:Iisg 4.0 3.01 ACRES 1 I ET 10. B.ISLAND I I ISLAND PADRE 1181 4, IUE 4,10 0 AC O.BFI LvA1OAR. EBAD �RED. u 0.190 IW��+ \ \ t $ ESOf5 -4:170. 70. 121 Y V ormari . 1 1QM m • DE! R3<v� 1 { a ;< a n^ 6 a AD 0, D ZP om P TBPE FIRM REGISTRATION NO. F -74B 1 VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 THIS IS THE PROPERTY Of 10 REUSE THIS DRAWN° ON THE PROrESSICNAL ANY OTHER PRO;Ci, OREER iO CCOOPY. TROSE ACE OAR IX ANY OTNERARS ON IHIS DWAY. REPRO.. ANANO IT IS Y CO ALL PART: OE MIS DRAWING WITHOUT THE WRITTEN CONSENT Cr THE ENGINEER. BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS III- 111111=M 111111=111111= man 111111=111111= III=111111=11111 111M-WHI11IYY/ IIII=IIi;i1=11111 111111= =11111' 11111 A 7=1111 111111E =IIII =111111= 11=111111_E 111=111111=, ), IIII=111111=%,‘111111=1111 , •• 111111— :%" =111D�i� all'' ,illi=: mill=IIIV (0111=111111=.,,,1, 11111=111111=11111 Vii' IIII,I=IIIIII• 111111=111111=11111% 11=111111=111111, =111111111111=11 1111=111111=1111r =111111=111111= 111111=111;11=1 1=1111115111_11 111111=_111111-1 11=1f 11.=111111: 111111=-E4':1111=1 11=11:11=111111 11111111111111 1=111111=111111 II. 111111=111111= Ili, 1=1i1i!I=JAI 111111=11�111= =111111=111 In.:..i !!I 111111 L •• 111111=111.11111 =1111 =1-=111111=1 ; 11111=11111 I =111111_ 1=? =111111; 1111=11. gullo ®u/ 11111= IIIIII =111111= 11111 11=11 11111 I=1! 11111= 1=111, 111111= EMIL 111111=1 E.1111111. 1➢LL gffillim IIII=11111 111111 111111 yA ci "O 0 3 EAST R.O.W. 0 (J � oA Wz ,LII: .n10 4 u111=111111 niIII=111111=` L = 11111=11111=IIIIk 111111=111111 111111=11111=11111 11=111111=11111E =111111=11111=1 1111=111_111=1' 111 111111=11111 111111=11111-1 1=111111=111111 111111 111111!. 11P -1111g-11111 111111 1111=1' 11=1111=111_11 111111 111111= 1=111111 11111 1 r 111111.111111= III, 1=1i,111=11111 i05,_ 111111=111111= ill& E111111E-1111 .11 1.111 !111!1=111_111=. =_ .. =111111=111: VIII_ 11111=1111E =11! II III -II 1IIM 11111E11111 r''' 1111=111111! 11111111111111 .3111111==.7_ \' 11111=11111 IIIIII= =11111_ `.. 11111=III 1=111111= 11111511 / 11=111111 1-111— 11=1111111 4 11111- 1=1111! 11111- 1=111111: 111111=1 nip Illrlfi 111111= 11111=11111 111111=1 , I VIII=111111E g =111111=11. il. 11=1!11= 111111-111 S off$ sm L. EAST R.O.W. O cn; Of, 115 oza ayo n 3 DDZ °Zm DOD cia ro TBPE FIRM REGISTRATION NO. F-7481 VLs- VANGUARD ENGINEERING l� 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 MS IS 114 PROPERTY or THE PROFESS.. EMI REUSE MIS MMHG ON ANY DINER ELEC PARTS Cr THIS R WOK SCA APPEARS ON THI ANING AND IT IS UNLAWFUL TO PRODUCE AM OR ALL ror BALLI CENTER 1 5401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS ®®min_ 111111=111111= H1I=111111=1111 -111111=111111= '111111=Cliii-1111 11E111.1 -0111E 111111_-.111=1111 .11111=11!!!1 =111111E 111111=111111=1111 =111111=111111=111111= ,III=111111=111111-!g -111111=111111=111111= 11111111 11111!=11I'1!NI11 1=-111111_Illlll- q1111-11111F7'----1 IB 111111-11)1.111, gum nnn III 'V=�I�I�� 11111-IIIIII= ' 1111:U.11111 EHIE III _IIIIII nll3 = 1(11111= -111111-:1;1111=III 11M-011=1111= 111-1'== =111111=111111= FIR 11=117!11=III 111111=111111= 1=111111=11 111111 _!11111= 1E1111761 11111'x;11111 1=MMMIi=11 -iIhii=IIIIII 11=►1111=11 =111111=IIIIII '111=11111=1lumUm1 =1=11 111111=111111 _111* JI11 dull= =1J11,' 11111= 111E11_1 7=1 1112 IR—_1111 =111111= 111=1111 III- IIIE1111 1111 111E1111 =IIIII= 111E1111 =IIIII= III=1111 IIII= III_Ilfl -111111= IIIE-1111 1111111E IIEIIII 31111E 11=nI1 -IIIII= 11=1171 IIIIII= 11=1111 11-Z- 161111 1111E 111111 III III ,--iii 111111-11911 11=111EIIIII=IIIIII-=III 111111=111111=:11" IIEIIIIL: =111111 ,11=111111511i MI1E114411 111111-111111_1 LE 111111 111111 'llll!-1um m 1 -IIIII-I!:I IIIIII IllilP111111' I. F IPITIN wr as =11111 111!007,. ' i�; 11111=___ �; IIIIIf��� . A 111111=111111.E1I1E11/ ,. '' f 1111II11E_111111_1HEV�/' ; '4' 111111=111111=111111���!\% 111111- IIIII=II5-1111 1111211121I fl, 1111= M11111I IIIIIIMIIIII IIIII III 11111 II III lIIII gIIII 11�=111111 111 m —IIIIII IIIII ;111!1I= stoiimip 1 IIII'I==1D�'li IIIII= ,=1111( 111=111111-IDflI=11I�!III 1,,� IIIIII=III IIII€-fall `Op>,oii`� I =111111=111111 hi�Oj� (1, —IIIIII_=lllY�7 I =IIIIII=111_111=I�1I� =Irk=1 =11111= -2-111111E-.111111E1111--7111111.!1=1i=111������-��-� =1 1= 11=11n111 Hila@= I ►Ili=IIIII=IIIIII=IIiiu=1 - • 11111=111111=111111=111111= IIVII_€1=111111=111111=111111=11. 111111=11111=111111-111111=111111= IIId116=111111=111111=111111=11 ;II IIE11111=111111=111111=111111= 11011111E11 111E111111=111111=IIIII=1 n1.BIIIIIIB_IllIIIIII_11 e h 1lI -= 111111=11111-117111=111111=11 111111=111111=111Ia11111IE 11-11111=11111=-1 611 =111111=mowrap IIIII!=11'° =111111="III 1111= IIIII=IIIIII =_I_911n7=rLir ni "..w117: ur% , 1,—.E111 11E111 _111111_IIII==::1111_ aa 1=IIIIII=111111-111 =111111MillI-111F :IIIIII=1111= EIIIIM1,1111-III IIIII=111:_L111111- _111111= €1 iE111 111u11m '1'11 111111I111111!1!IIIIII 11 111111=111111=111 IIIII-IIIIII= 11111-111111=1 1=1111111111=111 111 =1!!11 %ori\� -111111�\p��\p��\ ,Ilh��\\�o��oi�� 11111=i�s0 IIII imf l Ill=lip,, -•'"/ ,- /\\4 111111=1! •I _ _I11_;;,�;, `111111=111111= €IPP 11=111111=IP11=r 111111=m-1111-11111 =11111- 111 :"__III 1 IIII _IIIIII__ _ '•',•'•' Nfi'J_ _ ���41�1 11111=� 1•:1111=111111_: '< 111111=11 III"x;1!11111=11161=1111 '911=IIIIII�III ��=IIIIII= It,11= 111111=11111(`='111111=1111-.:: =11111 IIIIII==!IIIII=111111=11 �!!- =Tairnnn=uTw=111111 91.-IIIIII=111111=: Iili =ILII =nnn-1 a;o n^ 0 nZ iZ 00 r TBPE FIRM REGISTRATION NO. F-7481 Vz-T �LJ VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 76596 (956) 514-5086 aulrz a ms DRAW. ER A IS UNLAWFUL 10 COUCE ANY OR /IL BALLI CENTER 1 5401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS 0 3 8 831VM'M0313 31110f10• .08 •S I F 4 4 Ag 81 0 4 11RT Ci� LL --I � m,_ .s ,i ap 8 8 G 1 L Z 8 s" m a 8 8 I 1 4 REM" CIel-Iii4ligibrrrnnirni?iii9Mi' rMOXII i IStiOC'E' ` iISIIIl`A M lig.4111 opow,.an — aYw,<NNa 0amYQ PgI Ga�D _M Mti rE trl L 0193 ACRES LT T 6. BLOCK 215 ADE ISLAND Ne.4 Il , li:i:.�s,.....;`k. �I:• ' •.: ::...:::::::,:i11111::' L : X11 :i} *1i' • :...:: ill t-5 \1R I .1',l.. .....::::*111:: : 1•�� I .I. N 8 1. . \`-3N.�'. Ii,,; is ., '...;.I,I. ,Alb 1 ;' C\ .'..-,-X-,:5' 'pg ...' • 44966 \ \ i$,\ mo9R,on oY \ ,.� ES:PROUIID 2690ELO D ?R 1 er6xE, I B OURNIEY .4 — !Z ' iiR 0193 ACRES Ll S, BLOCK 116 PADRE ISLAND No.4 3 ACRES T 4, BLOCK 216 PADRE ISLAND N64 Ca PVG FIRE ttE-a,t ACRES , BLOCK 216 ISLAND 5o.4 3 ACRES T 2, BLOCK 216 LORE ISLAND Ne.4 0 0193 ACRES LT 23. BLOCK216 PADRE ISLAND No.4 lu1o2 ACRES B. BLOCK 216 ADRE ISLAND No.4 1111 0a 81w[: 81818288= 372' ��228�1 .5.588=82888 88".6686::888 111 8 0.102 ACRES T IA. BLOCK 216 ISLAND No.4 0.205ACRES LT 24. BLOCK 216 PADRE ISLAND No.4 -tin 3 3 W o g z 310 it R.Ic�T a 0.4 S o iHITECAP BLVDo �a s' zza o mo n N 8 NVld Ain Ilf v TSPE FIRM REGISTRATION NO. F-7481 VANGUARD ENGINEERING l� 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 NIS REUSETMMS DRAWING ON ANYPROPER, CC ME PROFESSIONAL OTHER PROJECT, ORE TO COPY 1A APPEARSOR TNOTHER WAY, NREPRODUCE6ANY OR TO PMIS a THIS DRAWING WIMOUT THE PMITIEN CONISENT CE THE ENGINEER, BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 1 3, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS 4 �IIIII� O �Z9Kg MR Q N ?'` STAOPOO zo3 -1111111 1111=111 1111111 1111=11'1 11111111 1111111I�I 1111 11111=11 -1111111 11111=11 111111= 11111=11 -111111= 11111=11 1111111 11111=11 111111- 11111-11 111111= 11111_11 1111/ 11111 1111111 11111=11 111111= 11111=11 111111= 11111=11 1111111 11111-1 =111111= 11111=11 -111111= 11111-11 1111111 11111—J 111111' 11111=11 1111111 11111=11 -1111111 11111=11 -1111111 11111=11 111111= 11111=11 1111111 11111=11 -1111111 11111=11 =1111111 11111=11 1111111 IIII!�I! 1111111 11111-11 ,6 STA IMO STA 1 �xx 0 I-- 6 sz r- 0 O o (601 N 4 /1\ ) ) 'Z T M nq I M 1 % E £1N3 SI Ai tp,A 0 z UI TBPE FIRM REGISTRATION NO. F-7481 VL iL VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 MS IS THE PROPERTY OF M PROFESSIONAL [PIONEER MHOS. SEUL APPEARS ON M4 MAMNO AND IT i5 UNLAWFUL TO REUSE MS DOWSING ON ANY OIN PROJECT. WTO COPY. TRACE OR IN OR WAv, REPRODUCE NOV OR ALL PARTS OF AMx WITTt ONgM NT OF M ExpxEEA. BALLI CENTER 1 5401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND No.1 CORPUS CHRISTI, TEXAS uu, s S WnmZ 30 s om Ni �. as .: o •• Dm c n., II m -. II - o d y, o n I` -. s, E C.. O! o • dr vo• 3'" O C. • N 0 2 mg: FP' y -DD C D r) -I- 0 in o .. "Zo ? Ko m Z w 4 IIIII ; STAMOS B=o 11 111111E 11111=1 111111: 11111=1 111111- 11111=1 111111: 11111=1 11111'- 11111E 111111: 11111=1 111111= 11111=_ 111111= 11111=1 111111: 11111=_ 111111: 11111E- 111111: 11111=. -111111= 11111- 111111= 11111=_ 111111' 11111=1 111111° 11111 IIIA 111111 11111E- _111111- 11111E - 111111 1111= 111111= 11111= 111111 11111- 111111 11111=_ 111111: 11111=_ 111111; 11111=_ 111111= 11111= 111111: 11111= ▪ ..1=1 ..1= 1Na1A.= .1= A. STA1MO F F F 4 1 4 <- <- 'V 'V A a0 m � �n x � o y Qio $$ I- G) z m z -i s Al AAl ---111111130,18-HhV♦' — on z n N N TBPE FIRM REGISTRATION NO. F-748 1 VLs- VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 REUSE nas DRAwMc M µY oncR PROJECT. ae io cocr. matt APPEARS R IN AON NI OTIEawAT, NG AND wv a AU70 . PARTS CP TIPS CHASING PA OJT CONSENT OP BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS `111111- STAINCO 111111 11111= 111111' 11111= 111111 11111= 111111 11111E-- 111111 1111-111111 11111= 111111 11111—Z - 111111 1111E 111111 IIIII= 111111 11111= 111111 11111= -111111 11111= 111111 11111E- 111111 1111= 111111 11111— 111111 11111— 111111 11111= 111111 11111= 111111 11111E- 111111 1111= 111111 11111= 111111 11111= 111111 11111= 111111 11111= 111111 11111= 111111 11111= 111111 11111E- 111111 1111= 111111 11111E_ 11111= 111111 11111= 111111 11111E 111111 11111= 111111 nm. €a STA VOCE F 1.N OlN3l NOIIV/ 3AV VIIIIVIVd —RUBIS& -BIND— — � za 0 30 0 W c0 2 N +m OZ O� w TBPE FIRM REGISTRATION NO. F-7481 VL VANGUARD ENGINEERING l� 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 TMS REUSE MSS DRATING W PROPERTY CfANY OMR PRPECICI, CRE TO COPY. TRACE OR MOM SEAL R IN ANY 0TKR WAN THIS Y, REPRODUCENG MD IT SANNY OR ATO PARTS OF SAS ORATING STROOT TIE RPM. CONSENT Cf. THE ENGINEER. BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 PADRE ISLAND NO.1 CORPUS CHRISTI. TEXAS TIR R o F nR A = —II 11th=I =IIIII ;Wm =111111 11111= 111111 11111- =11111 11111E- -11111 1111=-11111 11111= 11111 11111= —11111 1111- =11111 11111= =11111 11111- =11111 11111E - E11111 1111= -11111 11111= =11111 11111= 11111 11111- =11111 IIIII= 11111 IIIII= 11111 11111= -11111 11111= =11111 11111= =11111 11111= =11111 11111.=- E-11111 11111= =11111 11111= EMI 11111= =11111 11111- =11111 11111- =11111 IIIII= =IIIII IIIII= =IIIII 11111= -11111 11111- =11111 11111- =11111 Illll— =11111 1111111111 11111— =11111 11111- 111111= =IIIII STA 3.00 4 �V —1NRENP z TBPE FIRM REGISTRATION NO. F-7481 VANGUARD ENGINEERING I� 4019 EAST EXPRESSWAY 83 WESLACO, TX, 76596 (956) 514-5086 MRS IS THE PROPERTY CP THE PRCRSSDNAL ENGINEER NNDSE MAL APPEARS d THIS DRAWING AND IT IS ISUNLANIFUL TO REUSE MS DRANK SOrMRTHUmEOR IN N*TITMEREPRDWCC ANY ALL PARTSDRANINDWIOT THE WRITTEN CON4DTHE ENGINEER, BALLI CENTER 1 5401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS lm RA IR a o Q o rD LAc O (/ Q y 0 oro • a z 11 . (IT L. �- 0 Iy yrs IIII v.. v3 ? O AD Ind rp S rT7 d• H to p En � O d D ea n m X H 1. 111111- —111111 111111= —111111 11111= 111111 11111= 111111 111111= 111111 111111= -111111 111111= 111111 111111= -111111 111111= 111111 111111= 111111 111111= 111111 IIIIIE= =111111 111111= 111111 111111- 111111 111111= 111111= =111111 111111= J11111 111111E- E111111 11111=JIIIII 111111= =111111 111111= =111111 111111= =111111 111111E =11111 111111= 111111 111111= 7;211111 111111= 11111' 111111- =11111 111111= =11111'. 111111= -11111 11111- =11111 111111= =11111 11111= =11111 11111= =11111 11111= =11111 11111E -11111 11111- =VIII 111= =11111 111111_ STA 3MU • STA .00 4 I F ell m m —1 4 r )1 Q 4 2 ) ) Q N TBPE FIRM REGISTRATION NO. F-7481 VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX. 78596 (956) 514-5086 MS 5 NE PROPERTY CR NE PRCFESSCHAJ.11FUL TO REUSE .S ORAMxG ON ANY OTERR PROJE CT. OR TO COPY. TRACE OR R %NOSE AL IN ANARS YxOTHER NIS WAT. xREPR000CE0 AND IT 5ANY OR ALL PARR O< TN5 DRAW. 01 NOUT THE RMiTEN CONSENT OFRE ExPNEER. BALLI CENTER 1 5401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND No. 1 CORPUS CHRISTI, TEXAS -D Q 3 CD m 0 LAc Ii CCD• CTCn 9 D a 0ovly CD r'1m I`, S,3 0D 0 O 'O0 N 0 i rn N 7 y 0 D STA 4.00 STANK STA 4.57.5 STA 5.00 -1 V (NNNN t x -WHO CM' BMCD - Z 0 TBPE FIRM REGISTRATION NO. F-7481 VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 THIS IS ME PROPERTY CE TE PROFESSIONAL ENGREER AMOS SEAL APPEARS ON THIS DR ANO IT IS UNSAYS,. TO REUSE THIS DRAWLS W ANY OTHER KMECT. OR TO COPY, TRACE OR IN ANT OTHER WAY, REPRODUCE ANT CR ALL PARTS OP THIS DRAM NO Y1mCUT TRE MITTEN CONSENT 6 TIE ENpNE[R. BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS •V g iiiN Fn z 511 i r O D F II 3 W rim z . O o, Nd 7,?'e Z O ADz L' Z33 Ko MR Z -I CA STA 5X10 STAH00 • • • 33.2 MRS UV/PRON. N W CRIER 1 IIINVELOPED CYPoSCPMNIEY ¢Do —11111,1101,P -81:019— z O TBPE FIRM REGISTRATION NO. F-7481 VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 76596 (956) 514-5086 THS IS ME PROPERTY Of THE PROFESS.. EWAN. MOSE SEA. APPEARS W M5 WANINC AND IT IS UMC.ATINE TO MUSE 1X15 WAMNO CN MTS O0DAS NGTTO COPY. TRACE OR IN OUT THE WTTTEEN CONSENT OF THE ENPNEER.ROWtt ANY of ALL BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS N w 11111 111111= 11/111111 111111- -1 11/111111 111111— =111 111111 =111 -11 11111— EIII' O z e Ort - i STA 1.06 STA TARO PROP. 15' TEMPORARY (BMT PROMDED BY OWNER R" r6 —WA1EL TBPE FIRM REGISTRATION NO. F-7481 VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 THIS IS THE PROPERTY cc IRE PRP-EMMA!. ENGINEER NNOSE SEAL APPEARS ON RIM DRAWN° AND REUSE ,His DRAN REPRODUCE UNLAWFUL OR All PARTS Of THIS °RARING VATHOUT THE MITTEN CONSENT OP 71.1E ENGINEER BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 1 3, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS =11 �fl �II -11 111111 =11 11111111 111111- 111111 X1111 X11 X111 IIIIIIII 1111111 I11111— �II �II �II 1111111 11111Ell 11 1111111 11111111 111111 �II 1111111 11111111 11111111 1f1 11111111 11111111 1111' 111111 =11 min 8Tq 7.OG • • Additional 5' diameter Manhole is required at station 7+45 STA 6.00 PROP. 15' TEMPORARY 1J ESC PROVIDED BY OWNER 7.81TV ylvl3 MHS f—IHVrseap-BLVD-- ° �n o mm o ^yo O 0 D wc D � O 01 m TBPE FIRM REGISTRATION NO. F-7481 VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 DRS IS TMSAGONEETCPSE SµM TRE OAAROYORUL TO REUSiNsORAVNANY INE PROFESSOR. PRO.ECO COPY, RWAY, REPRODUCE ANY All PARTS Of TRS DRAWING wiNOUT THE RAMER CONSENT 6 THE ENGINEER. BALL! CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13 , LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS 5R O Z mgW BTA S+OO -11 11111111 11111111 111111 111111 1I-1 111111 111111 11111111 11=1 111111 111111- II_I 111111= III BTA 9+00 PROP. 15' TEMPORARY EST PROVIDED B BY OVER z —UTHPiOAP -91X3— ;9 VD— 0 N 0 0 TBPE FIRM REGISTRATION NO. F-7481 VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 RASSTHE o.o THE R.ORETP'RttAR U 70 NLAWFUL 5 nNON OTHER O COPY ACE ANY OR ALLPARTS Cf. DRS DRAWING WITHOUT THE WRITTEN CCNSENT OF THE ENONEER. BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS non 2 E STA W00 111111 11-1 111111 11=1 STA 1.00 PROP. 15' -TEMPORARY ESMT PROVIDED BY OWNER A- i -3 -WHITECAP 1.12 DE D N S r DZ 0Z +m OZ 0-1 Y 'r TBPE FIRM REGISTRATION NO. F-7487 VLs- l� VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 TRS 5 THE PROPERTY Of THE PROCESNONAE ENGINEER WHOSE SEN APPEARS ON 1115 DRAWING AND IT IS MAW. TO REUSE THIS DRAWING ON ANY OTHER PROJECT. OR 10 COPY. TRACE M m ANY 011ER WAY. REPRODUCE ANY CR ALL PARTS OF .5 DRAWING WITHOUT 111E BRITTEN CONSENT 6 THE ENGINEER. BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS 151 149) STA 11).00 11111 111E- 11111 1111111 III 11111 11111 0 STA 11-40 n N — — PROM 15' TEMPORARY ES 4T0 PRORRED OWNER BY OMNER 1 q WHERERAF -BOYD— PROP. SDR25-2 SAN. SEWER LII CHRIS CRAFT ALLEY 0.08%SLOPE 1480 FL ME. Ma aha - ALIGNMENT 3 11.00 TBPE FIRM REGISTRATION NO. F-7481 VLE VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (9561 514-50136 MIS 5 TNE PROPERTY DE TK PRCETSMO'K ENGINEER MOSE SEAL APPEARS ON THIS CRANING R MS ANY AOR UTO REUSE S DRAWN° CM M ANY 071. PROJECT. OR TO COPY, TRACE OR IN ANY OTHER WAY, TS Cr TxS CRANING NITHOUT THE NR�TTEN CONSENT a THE ENGINEER. kJV BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 1 3, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS VIII' 1111- II 0 g Dz Z9 mg STA 11.00 11111 1111=E- 111111 111=111111 1111=1.-- 111111 111= 111111 IIIIE 111111 1111E:- 111111 111-111111 1111= 11111 1111- 111111 1111_ 111111 1111= 111111 1111E- 111111 111-111111 1111E- 111111 111_111111 1111-E- 111111 111-111111 IIII 111111 1111- 111111 1111E- 111111 111=111111 1111- 11111 11111 11111 11111 11111 11111 STA 12.00 PROP, TS TEMPORARY ESM' PROVIDED BY OVER -1— r�+ 1 0 1 1 PROP. SOR06- SAN. SEWER LINE CHRIS CRAFT ALLEY 0.0S% SLOPE 1490 FL � a� 111111.. Ma- n m ss mss ALIGNMENT 3 I I 1. L L r O z 3 z -1 --il®4$CAP -BLVD— - 0 N til T Dz N; OZ Oi N TBPE FIRM REGISTRATION NO. F-7481 l� VANGUARD ENGINEERING 4019 EAST EXPRESSWAY B3 WESLACO, TX, 78596 (956) 514-5086 THIS TO REUSE MS PROPERTY OF THE OTHER PROJPROFESSIONALECT. ONE TO COP, 'MACE OR INYAL NANY 01HTON CRDVI RRE ITANY E NJ. PARTS OF THIS OIUMNO MMOUT THE WRITTEN CONSENT Cr THE ExaxEOl. BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS 'a� III F' III c$ STA 12+00 0 STA13+00 g7, PROP. 1s' 1EMPORMY SM2 PROVIDED SY MIER 12.04 q 1 q 3.00 —«P-» 0 N 0 A TBPE FIRM REGISTRATION NO. F-7481 lin VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 TRP IS THE PROPERTY a THE PROETSS ONAL ENGINEER MHOSE SEAL APPEARS ON THO OR REUSE MS ORMMNO PARTS OPOT S gUAM. WOO, MY'MNITTENN CONSEN1 Of tKR [x G ANO 0 I UNlAMP1A TO REPRODUCE ANY OR ALL BALL' CENTER 1 5401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 1 3, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS MIR a 0 f c a O n a Z II rt) •• Oo 11 = 2 c ? 3 D 0! N C II N rD w 0 LA v1 < ISI = .� °2o F 3 m N d H• o tio 0 3 =•'ns`° n ed vQ- cr oT D ` V. 0 Iillll- -11111 M11111 111111 =11111 111111 =11111 111111 111111- =111f Illllll l 111111 =1111 111111 -1111 =1111 111111 =1114 111111 =1111 111111- 11 -1111 111111- -B111 111111 =1111 111111- O ADP a CA - o STA 13.00 STA 1M00 $, k I ° n D 0 r 1 an ; mz w a L- 1 roup E- a PROP. IS' ES B TEY4PR ART 1 '" O OMER jl t BY ONNER 1 a r—WHITECAP BiND— TBPE FIRM REGISTRATION NO. F-7481 VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 MS IS TN PROPERTY R. PROFEMEN. CAMEO< SMOSE SEAL APPEARS N TM NG MO ITUNLAWLIL REUSE M3 MANN0 ON ANT OSIER PROJECT, OR TO COPY, 1RACE OR IN ANY OM WT, REPRODUCESANv OR ALLTO PARTS OF MIS MANSE vnMOUT TR: RPoTIEN CONSENT OF TIE FNPNEFA. BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS STA 14+00 n sty IO 0 STA 14+00 g�9 PROP. 1S' TEMPORARY ESMT MONDE!) BY OWNER 14.0 ALIGNMENT 4 r S 2 -1 L1– 43 —11/1 ROAD -MAD— 2 0 N UI TBPE FIRM REGISTRATION NO. F-74131 VLs- VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 DRS IS THE PROPERTY OF THE PROFESSICNAL ENGINEER WHOSE MAL APPEARS ON THIS DRAPING AND IT IS UN -AWFUL TO REUSE THIS DRAPING ON ANY OTHER PROJECT. OR TO COPT, TRACE OR IN AMY OTHER WAY. REPRODUCE AMY OR ALL PARTS OF THIS MAW. WITHOUT THE WRITTEN CONSENT OF THE ENGINEER BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS a 111=1111 11111E III=1111 11111= 111E1111 11111= 111=1111 11111E- 11 EMI 1111=IIt=1111 11111= 1113 11111=1111 111E1111 11111= III=1111 1111E 11 _EMI 11111= 111-1111 111E 111=111111111 111E-1111 11111 1111111 11111 Ill—III 111111 111-111 111111 111-111 Illilh 111E111 11111_ 1115111 11111 111=111 IIIII 111-111 11111- 111-111 11111=- 1E111 111E111 111111111111 111_111 11111 III=III 111111 mall 11111= III=III QlB' 4 Ng I a CI, STA MOS 3 ENT 3 ACR r4 1E14T 5 WHITECAP BLVD 0 z Z 0 N TBPE FIRM REGISTRATION NO. F-7481 IL VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 MN IS REUSE MS PRANK OR RTY Ce MY OTHER MOJECPROFESSIONAL T. ORE TO COPY. TR NIOSE TRAL APPEARS RACE M IN .WYROMERMIS WAY31NS ANO IT REPRWUCE3MULLINS ANY OR µy10PARTS OF THIS MANN VOITIOUT INF YAUTTEN COINENT OF BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS I. PROPOSED WATER DISTRUBUTION SYSTEM SHALL E CHR/STI WATER OUTSiOR DISTRIBUTION SYSTEM STA 2. THE CITY RESERVES THE RIGHT TO ACCEPT THE 5 OFTICA ACCEPTANCE OF THE SYSTEM WILL BE U TEST RESULTS. J. THE EXISTING SYSTEM SHALL REMAIN IN SERVICE THE CONTRACTOR SHALL PROTECT THE EXISTING A. THE CONTRACTOR SHALL FURNISH ALL MATERIAL. PROPOSED SYSTEM 5 TESTING OF LINES (STERILIZATION AND PRESSUREL SUPERVISION OF ME WATER DI05ILN WATER FL WILL BE FURNISHED TO THE CONTRACTOR BY THE CONSTRUCTION METER CONNECTION. STANDARD N SUPPLIED BY ME CITY AFTER THE CONTRACTOR I CONSTRUCTION METER. ALL WATER DISCHARGE Al NPDES REGULATIONS 6 THE CONTRACTOR SHALL RECOVER AND STOCK -PN, INSPECTOR, ALL FIRE HYDRANTS VALVES. AND FIAT AO 'EMUS MAY BE SALVAGED BY THE CITY . HOMY FINAL INSPECTION SHALL BE DISPOSED OF BY THE 1 THE CONTRACTOR SHALL BEAR ALL COST ASSOCRT DAMAGE CAUSED BY THE CONTRACTOR) UPON CO FREE OF ALL PATCHES AND SPLICES. B. ALL PHYSICAL TIES OF THE PROPOSED SYSTEM IN, BE MADE UNDER SUPERVISION OF THE WATER DIP MATERALS AND ALL EQUIPMENT THAT IS REQUIRED MARE TAPS ON CITY MAINS ARRANGED THROUGH 9. ALL EXISTING SERVICE CONNECTIONS TIED ONTO TI CONTRACTOR. INCLUDING RELOCATING EXISTING AI RESPONSIBILITY IO NOTIFY AND COORDINATE NTTH RELOCATKWS IN ADVANCE OF CONSTRUCTION TO A 10 ARMOR LENGTH OF DUCTILE IRON PIPE ADJACENT 1 WATER DIVISION INSPECTOR BASED ON CONDITIONS USE I.P.DAS DIRECTED AND SHALL BE PAID AT T. WATERLINE. A MINOR LENGTH IS DEFINED AS A N LESS. II. MINOR ADJUSTMENTS IN THE LOCATIONS OF FRTINT ME CONTRACTOR SHALL MITE SAID MINOR ADJUST DIVISION INSPECTOR AT NO INCREASE OF COITRAC ALL CHANCES. 11. ALL NIPPLES BETWEEN FITTINGS AND VALVES ALGIN DJ. ALL DUCTILE IRON PIPES. VALVES. AND FITTINGS S POLYETHYLENE AND SHALL BE RESTRAINED WITH l APPROVED COWL AT ALL FITTINGS CONCRETE INR EXCEPT WHERE LOCKING OR SWNEL FITTINGS ARE MASON ENGINEER 14. ALL OFFSETS ARE TO BE DUCTILE IRON PIPE AUL IRON BENDS SHALL BE UTILIZED FOR ANY CHANCE 15, IF A WATER LINE IS TO BE ABANDONED. SIC CONI WTERA. 'DMTAFILL' BRAND OR ENGINEER AFRO REQUIRED BY WATER DMS. INSPECTOR 16. CONTACTOR SHALL COORDINATE WITH WATER DMS HOURS PRIOR TO PILLOW OF EXISTING WATER SD IT. WATER DISTRIBUTION SYSTEM STANDARDS CALL FOR EXCEED AB' COVER TO A11010 OBSTRUCTION. THE IS CONTRACTOR SHAM KEEP ALL EXISTING VALVES AC 19. ALL NEW WATER MAINS SHALL BE INSTALLED SD I TOP OF THE PIPE. 20. ALL SERVICE LINES UNDER PAVEMENT SHALL BE C SPECIAL NOTE:. ENGINEER SEAL CONTACT ME UTILITY DEPARTMENT FOR WATER VAULT DESIGN COORDINATION. ti m .',1 Z y A i_ a N" s r �g �� k az�� g €s a <F T ' a% hof , £ a � b 3 2 t- 't° XR "� i i e - ^ o€t 'ai zn a§A v C %>E L 0"�" �m aAa '�2� R A .' R fA 10 �; a - m' -v,,1 g ; a 2 R N X ci ig z'il == R i;,^ 'A t, ` L.F IX ', i 0 ao � R q; -o ^ k 3 � �1 A9 � a r _ii o=U F '.�i � g �! � ag � asp ',1.'.% e §A E A a)A x R o m"AA A A', R~ g � Y$t 0$O a F om An"AA �a A� � ga F R. �a <R 'a g1 Fa a' ea i 2iF n i5g a a - g°, '" X22 gRm y 3 2 ll Z ry 1 % 'I a R^ g r,,,, f t., P g € � a R "RaR C a 1 1 g Ont 8i, RAa g f A ? A a y XX AR ' a a rs $ s Af R f^ R 0 1 00 a I�jr T LA Z ._ SR a �A m is _�i N pp M n 41 o -r-0• eft me ara z ,r w o f �iI pgp$ 6 3� S iR '' , i FABLE 2 FINAL ACNE (GREATER MAN 12' INPAVED AREAS P 0 Ir MN aMx1u = a VPAI'EOAREAS PAHO, ea w R t a8a"aR Ra $�fRpR 2�� 'PE TRENCHING, I ICAfF/LL FON ATAi il ' li iS ��%O g o aaFRa la$€ aII'•Fc4W 4040 ++1o* • • R Y$ oaf aSt8$ XR 'f•�':` � .'.. •' A a oo1. R� $oR a b $t R� Fo -o Awe - i1 oa all R xay E @ S LL ARTINF PIPFj LVED AREAS f 8 F n z.^ 1 \ 4 @@ OD. AVM (m NI N F "$d �y 2 1 v& €=s6� A i g"SEI a" F N`g ag888 "P§. R $: R t To a aaa $ RR f kA a- v hi Q ii L 2 [ q #RvR C t, CRggI; p€ R8Af, dig $d 'g R $g a'FO M d AMON NO. OAtt n MSCRPION KARAM An eME K 0(5cmvnox 1 11 _ CM. OF CORPUS CNRIST1 WATER STANDARD DETAILS WATER p5IR18U ION SYSTEM GENERAL NOTES & mom AND EMBEDMENT DETULS 1 OF a CITY of CORPUS CHRISTI TEXAS Deportment of Engineering Services Li o;o o on TBPE FIRM REGISTRATION NO. F-7481 BALLI CENTER 1 5401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 1 3, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS Y ^ _ 0 WATER DETAILS D `: 1 �/ !//-+L� VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-50136 0 01 DZ �, M .r `, RIUSETMNES DRAWING N WIE ANY PROMS/ORALu A� AN PROJECT, ORE TO CCror OR IN AN SDPOOUIOE A ON 015 n a Tws vx.NRc .InwT .* v ARE ERancEn. $ 2 a0 I 0 g $ illtliiiz. taA IaA — t „, -,..._ T RM .Ico ..'P 45II _ reMilli I,. 1 Lillatea 111, __. ., e ..... ,.. .„ m - t a .• `C12 R .1111 41.6 =L ) R Ri1=4 it r ma aR • A 4 • .10 l / O i a k. . as P, Y.N rR g- it R R ^� 811111 T �_ a p �' ," 1 '�I •4 QA e F R ' A AA .. o g y O N e • � I • MO g§ ® R E .. PLANO R P; 'e\ ,I $ Zi Kt4 Mill 1 1" 111�? t o. a • S s J ' istit'aA y e 1 : [11 0 vit\i ro- IDA. OMR Em) a ka ei a ,I A mPd I `._ MYR_ N0. DATE A ocrxoTION II A,SON N0. DATE BY DESrnsT01 IR. CITY of CORPUS CHRIST, WATER STANDARD DETAILS PRE HYDRANT,WYE eox AND UD 2 OF I CITY of CORPUS CHRISTI TEXAS Deportment of Engineering Services o co amm a^ WATER DETAILS owl Ru crw+co-n s :N% 7i'' TBPE FIRM REGISTRATION NO. F-7481 � BALM CENTER 4019 EASTXE3 WES LAC O, TX, 78596 1: DRIVE (PARK RD 22) (956) 51 4-5056 BLOCK 1 3, LOT 1 R TUI W Mme, O • PADRE ISLAND NO.1 THIS IS THE PROPERTY Of THE PROF-F.0NA1 ENGINEER %NOSE SEAL APPEARS ON THIS MARINO AND IT IS ONLA%EUL 10 REUSE TO DRAWN° PARIS DO TER 00A0NCT 004R. a1T C.F417ZACE OR CRNISEµ 6T TNER[NOSEEAPRODUCE ANY OR ALL CORPUS CHRISTI, TEXAS Vil Net n3 „ fF laF' y Dg PA aaf .R� 4 R ti a 1,1 1 $s a 9R�"aS3 E R `� � ��. g a Ss" •1 a Rp tis ii Z m!�I h R O \ a ) A R 0 a+ 4 a \ tti, E€ t. ii A P, 93 k' N NP RL SS ' ” s, a b y I g Nis F1 1 £ A 11 3 1 . IL 0 € t. €Qp> Rsa figE aR „„j v C!C! [i . A " 7Rt E g i -,y o i $ �} d g� _ „F z a 1 F a i ■ —f 2 C 7iA i ''. L.__ `gi_ �� ,, Al 3 q a 0 \ A R3 �' '�xA� a $ E rrl g q a � 7 1 E n y 8'- a= ,.a E; s til3� �� 1 1 1 ; , r. {� tin to ar SX g n Fl Lpi E: ! 4 FA ti IN g 11 RgN - mR a :• s � i$. ,- Rd II < O IIS dR II RIS i �I A 1 % DETA/L 'C' STRISER ASSEM C 44 t :. 4 5e ' 4! a a d f3 q Rh is R IRI RMS. Na B. rcsCRonoN u[•.vo- AO DO( Dr D[SCRvroN fna to EI cm or CORPUS WATER STANDARD ADJUSTMENTS, CASING DETAILS, 0 m. VALVE cNRsn DETAILS RISER DETAILS LAYOUT 3 Of o CITY of CORPUS CHRIST! TEXAS Deportment of Engineering Services a o D WATER DETAILS 1-1:It4m:1.11 Sii TBPE FIRM REGISTRATION NO. F-7481 BALLI CENTER VANGUARD ENGINEERING 401 9 EAST EXPRESSWAY 83 WES LAC O, TX, 78596 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) (956) 51 4-5086 BLOCK 13, LOT 1 R n ��R V1 ^ .. 4[ � .�..NA u • -- ___1 PADRE ISLAND NO.1 1Ns IS m[ PRM[RTY Of M PRv[s5DRA[ [MON[[R .Dx Yu APPEARS W TMrs DRAWING AND IT IS UNUWIu 10 RAS[ MS DRAWING CN ANY OMR OR4SC1 DR 70 CCPV, DIC[ did AMTRAY, R[ WNY DR ALL CC[ A PARR Or BNS DRAWING WImW1 ml NRIOLA COIS[N1 CI TIC M [NpN[[N. CORPUS CHRISTI, TEXAS - C B m 7-; ,s agA i n1X p a, i � P� 3 � Zi A T f tyi �'i I 0 AAS f►- / 0/ iti 6i .. Z1 � 4$y8' p1 t - : y 'A yilR � n•• rq Viit.. b = G i 3 g � a ,, 1 g ; Ns11 \ _ i �p 3g IN O 4 J IN '— i C 3���i�f ^ s r g' o o (1 IN Ily.. —T- y A n 3,1 n 1 . %a 4, 7 !I p8 ti -.8 ., n 4- 6 r_, " g 1 t;;.. _ 8 ^ @O , a xs - aNISSI .. e 'i S h At C aa -Z gg Og4 L4' , o i `mg g LA 1 o 111 o �� '" 3.1 $ 9 Z n I gt N . �I 43 a p„ o ,6 iv Jig it 41 ii I. •aa. »o D. RBI NO a E R 01.1.1.OR dl CITY (1F CORPUS EHR6TI WATER STANDARD DETAILS MAN TO SERVICE OVALS .R0 OTHERS • K 4 CITY of CORPUS CHRISTI TEXAS Deportment oI Engineering Services € [0 °m om° WATER DETAILS Muweh 1-1:1i,1141.11 TBPE FIRM REGISTRATION NO. F-7481 ;� BALLI CENTER / VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 4019 WESLACO, TX, 78596 1540131 SOUTH PADREISLAND DRIVE (PARK RD 22) (956)514-5086 BLOCK 1 3, LOT 1 R15 0 N; r, n'a PADRE ISLAND NO.1 THIS IS THE PROPERTY OF THE PROFESS.. ENGINEER RHOS SEL APPEARS ON THIS WANING AND IT Isµwu� uL TO I REuSE 5 DRAvnxO PMTS OF MS DRAWING WMOUT COPY, TRACE OR IN ANYAll J WRITTEN EOx05T OF THE ENGINEER CORPUS CHRISTI, TEXAS RI Yng u� : € 71�'; \\ a �8 Ygvg A a R =oA 3,, mss m S 5 �a s E Rom 'a '-: g R1 D‘1‘0' Z 111-"111111SG 11 a € a a m �Rx S m c iz v $ a ` o N rr. �.• %4 37 b 98"PPI, S MANHOLE Q�' a 1 z ,u II M t5 0 11 rtl N 3 A et ; i0 11 IPI m AaE ego> z 4 �S R mmF4��g� a4D $$� R g""a a$ 8 R�hpq N �� o lila v - m o g R" £ Y=a id m Z in D r ( A €`' -0 S i A PIA `Ra 5oag. '0 PIo� 6"' 6"� oo 1.1 a. igb pT,R lib L NFA Ab,sri £a4 cm PIS'F q= 6mo Qs4ma7" aha �� oma$ �i%O '``;� lgJC'r49"r`)�i"O`�y R q. �� as =R R =`b zi 3 € 4-26' 6' �,_ ITI ` 8 =E ;88 o $ sg 6 � 3 a oo £ 3) fg� :� I .iii N% nlPnl^A- 11111 `4.5 V oe•0 F 9. ag �o a b b g9� Zm� :' w� c o ay - l§ f a g 73 mR u) v a n my z iN g =i 2 PARRS ` 'dvFN o€ = g N"� RH S iPI �` Xi. -46 � 7 'RA9$ O2 \ zm � _i I. r0 ��' a <O -Im m CI a gig g g^zi PI 2m 4 0 m � �O APPROVED C MANUFACTURER JEFFCOAT RAVEN LINING SYSTEM SHERWIN WILLIAMS PIPE DIAMETER MANHOLE REQUIREMENTS mm Q o g ��� z „�u1 O' ' Z O'€'1' II' Z N� /,/ I/' nni.. �uw� 11ui o a w Cm x. I$ $ r m Cl)o < np X4 RS j li 6p1 m t ;=� € Cl) OATINGS TABLE MODEL NAM JEFECOAT 525 RAVEN 405 DURAPUTE 5500 PNENOUNE 509 5 INCLUDING BENCH k WALLS. E REMS0N NO DATE HT CEYRW,ON REND. N0. DOE BY MORMON 1 A 1 OA I• cmcm or comm cHarsn WASTEWATER STANDARD DETAILS MANHOLE INSTALLATION I OF CITY OF CORPUS CHRISTI TEXAS Department of Engineering Services X 9 O;0 a0 SEWER DETAILS � 1-'I�lii�•1.11 . .M 'T^ ' %' gg TBPE FIRM REGISTRATION NO. F-74131 In BALLI CENTER VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WES LACO, TX, 78596 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) (956) 51 4-5086 BLOCK 13, LOT 1 R II) m -M"+ i° ' PADRE ISLAND NO.1 MIS 6 THE PROPERTY Of THE PROPEESCMAL ENGINEER WO SE SEAL APPEARS ON ENS dtA AND IT IS UNLAREIA TO REOSE MS DRAPING ONCOT, RTO Y TR ANY TOE [NPMEER REPROCUCE ANY OR ALL Y OTHERDRAPING Or A N .RTUN CONSENT O[ CORPUS CHRISTI, TEXAS / � I. PaP4"= �, jog �\ a . to n .. .+ a g Z I 1 i 2 ,,$fio l 1 / /3 f ml TSo L=y� / V -R e � im-1 / z 'am g ;FT! m 8 '01P§ m� - ,z $ -�� e�x 0 1 gaa. m� .., ill OT 1 a� . O '( xr icy 3:1m Z XI m 2 ��1TiTi�lliQl� ����1 `' r s s v:•� -'� aY� 3 & COVER AP FT 4„, ABILITATION OF 1111111 M 111111111111/b1111��� Ill 11111111 g Q .• • 1$ 3 SEA AS cTU ER \ \ / I A o ; i 3 MANHOLE cps .g qm TOP CORBEL an I. "Y¢uoNt: FEDWABIE FEI� AS REQUIRED a9y o � 1d a _l § a o w 1g m a „e a. E. E. 92 ,gAIMIP ,Ag er NEENAH FOUNDRY I 00-1214 :0 EQUAL (MADE IN THE USA) ID IN THE PANS. ALL COVERS SHALL BE RR' TENDED FOR MANNED ENTRY. OVER APPROVED LIST U.S. FOUNDRY CQVEn- FRENE- £ g A� `y�q�a P wo5`?;z1�mgog Ps 5 $�` .. �F,��o,q Sa9 w V) ���U'III m I'I��LW o"F»�g�a�o�? • 6 `o o R , 1: L° i I < P 2»'gong FFg'-B � M q �.. � a s gg 'S o N °� ., 16 g 1q 3 Fm gP3>��� 3,"P,� v ZF' > Gx - 1 A 3 $ ; 1 g ��mg�q o 2 �n F 3 n;g yiv,p' ^n y REQUIRED ON ALL INSTAZUATIONS PER CITY SPECIFICATIONS Q� ig g _ Y� g.''WI m n2 x,. �i IR 'm Preg ,211 NScv 4', 4§1 PS mg F g A y o = z >itq u on �. y n 2 y" oa a G -'2Sai $ py9m C +� n nZ i s h _ Leo N0. DATE ST DEsowRaR REVISION NO. DATE ST DESCRIPTIONH A FANSLETANFs SHEET Na - l COTOP CORPUS WASTEWATER STANDARD RQUAWIJTOROS Or COSTING MANHOLE a CHRISTICHRISTICITY DETAILS uAUNac RING MO COVEN DEEMSy pp � OF CORPUS CHRIST! TEXAS Deportment of Engineering Services i oa9 Dn SEWER DETAILS .11:114.µ11:1�- 1.1;1i*l:1.11 =.. Ii a J G SI S ! Ig� TBPE FIRM REGISTRATION NO. F-7481 BALLI CENTER VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WES LACO, TX, 78596 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) (956) 514-5086 BLOCK 13. LOT 1 R Ul T o ` Bt . a --- PADRE ISLAND NO.1 IRIS IS IS PROPERTY Or THE PROEESOORAE ENONEER VA/OSE SEAL APPEARS CM THIS DRAWING AND n IS UMas . To I THIS DRAWING ON AxV OTHER DRAWNG TO COPi, TRACE OR ANYCr R ENGINEER, REPRODUCE AMY OR ALL J Cf Is x E wi CONSENT CORPUS CHRISTI, TEXAS VAIOES m m m ,•, o 4® j 3„ PM SID 8 I m I hi a Y R��A g _,S, S P,p 6 i j. p to Ag rn D 18.. F 28 I clig$ ET m D o ', .•�,. o \ ;0rZ 1i1i, ��e 11 1 m _ Zqm�° Epi g -PROVIDE CLEANOUT WHERE REWIRED THE PIPE W/6' Of T"tip_ " Pi WI" u ° $ „89 € :$fi NSc L 'A gLLP 3 g;,• � ,a _: o a a c)4, v1 DEPTH AS REWIRED miq ii- .i,i gI geT Ig" CJ ~m 6Fn $V 'S TF o g$ rho gl. m 4. { o g - ONE REWIRED EACH STREET 1AP SCALE Z � 0 <n m g p w 4 N o €V _= s s� al (") m n S R 58 a, 95,1,,, 8101 s m }. a4F z m Ai sooA 2.A C co I ° $ m big z z � €. I s ° " o o b A 0 0 Ngo g I 8m _ , i M o _ IIy ii"aA g A a ::L _\'� R¢° x z is L. 0� U I co A a 13 �O�SO'�.1" 8 mS c Os , T_n i Q�M��1�II8 z z Rif• Z Z1m 03 0 Zb 1 -.At I-� u n 1' DOys 'SI m z Z m Z a �, i 5 s 0.3 0 " m sy W o �� : � S , g F A � o"& pp g i A IP .� b co _ W —I 133 "a A - g ct g . '- £� woo., NO I DATE BY DISCWPtgN REVISION NO. DM BY MONKISH 12a i it i F. S CITY or CORPUS oosn WASTEWATER STANDARD DETAILS AIR Rn EASE VALVE. BOLLARD AND SERVICE CONNECTION DETAILS 3 Of 4 CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services cS o za °m n° ° i TBPE FIRM REGISTRATION NO. F-7481 Nom1 o ii' = 0 SEWER DETAILS y ��'~ -.- gg ' �C= BALLI CENTER a � VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WEB LACO, TX, 78596 (956) 514-50E16 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1R � 01, GI ` n !A PADRE ISLAND NO.1 AL APPEARS GE S DRA.N IT IS 5550 ASIS ORATING ON ANY IMa PROJECT. OR IO COPY TRACE OR IN 41Y DMFR WAT, REPRO Cr ANT OR RNL PARTS OF TRIS ERASING WNW, TNF WRITTEN CORSEM 6 TNF [N°NEFA. CORPUS CHRISTI, TEXAS u 1AX of xpl& 0.aoX�gm $ANg � Ao Roo � °meq g o"= �455 � lrF, .1�Rnep Raw s � 2 mph --4 N {Zj W£ q. 4 N. 8ss,- (A Z A k �0 0-I Q S $ a S q g % � fi -+ $ e 3A MR 8 O [ate_ \,A V S a .°t' -I �m A O Yj/ ��� I' ilei.. qq % g "z R moi. � c x ° o g.%: 4F§ X r)RQ Eq, 90� D r a 1"V" `�� D CO` 1 uq .,; ofg ba w m p §7 A2 £ A�'fo o Q ( i 1 o mo 38 i 8o A r "' FINAL BACKFILL SEE TABLE (UNPAVED AREAS) mam �?A $ $ i €2 o� r 2-1•EI1 A O O iNIP 42 AQ go m g9 gA H 3 $ s $ 9 A nQ �q1n S § vFvn Fnvi ly )T5 _5.z €€ „ a-. ' gA 01 NW BOLE: ANY OVER EXCAVATION MUST BE CORRECTED WITH CRANUUR MATERIAL SHOWN IN TABLE 1. TRENCH BAC AND PAVEME NOT TO SCALE Y \ UNPAV . SEE TABLE 2 -DEM B (UNPAVED ARFAS)— g 1, RF $ 8 ° A € R� !" i g Igo AAS, cSAPI. O v T F D O 5 xi T� Her �4 a y S. ®a e, Y ay aid ''Ho4. RN.ao:Hik 1 �y Rm Z 0 y ` \ /! vAREs s. A ° € a D Z XI = / f fag P EX FROM 12' ABOVE PIPE TO A. FROM 12' ABOVE PIPE TO 3' BELOW BOTTOM OF TOPSOIL BACKFILL BOTTOM OF ROAD BASE: BACKFILL SHALL BE STALL BE APPROVED SELECT SELECT MATERIAL FROMTIOI OR MATERIAL FROM THE EKGVAT- IMPORTED MATERML. IN EITHER CASE. ALL ION; OR IMPORTED MATERIAL: IATERLAL SHALL MEET THE FOLLOWING: ALL TO BE FREE OFFROCKS. DEBRIS. OR ANY CLUMPS GR- LL<35 EATER THAN 1' IN DIAMETER; PI 8-20 LOOSE LIFTS TO BE PLACED NO CLUMPS 2' OIA MOISTURE1 - 1 TO t3% COMPACT 955 DNB STD PROCTOR COMPACT MATERIAL TO 95% BMD. PROCTOR (D898). LOOSE LIFTS OF 1 LAK OR IF SELECT WATERY, FROM CCAVATNN MOISTURE TO BE ADJUSTED TO DOES NOT x 3% OF OPTIMUM. MEET REQUIREMENTS. THEN USE CEMENT STABILIZED SND. TOPSOIL TO BE PROVIDED SEE TABLE 2 -TEN B BELOW. EWA, OR BETTER THAN EXISTING; ANO MATCH B. FROM 3' BELOW BOTTOM OF ROAD BASE TO EXISTING TOPSOIL DEPTH. BOTTOM OF ROAD BASE: COMPACT TO EXISTING ADJACENT TOP -SOIL BACKFILL SHALL BE CEMENT STABILIZED THICKNESS. (CONSTRUCTION TO SAPID (1.5 SK/C.Y.) BE PERFORMED BY 'DOUBLE AND SNAIL MEET THE FOLLOWING DITCH' METHOD -TOP SOIL REQUIREMENTS: SALVAGED TO BE PLACED DN TOP) SAND GRADATION: b PASSING 55-100 /1D ID -100 52C 15-100 /100 10-20 PI NP -10 COMPACT TO B5% OF 0588, MOISTURE TO BE ADJUSTED TO TO (t/ -2s) OF OPTIMUM. TABLF 2 FINAL BACKFIII JGRFATER THAN 12" ABOVE PIPF1 UNPAVED AREAS PAVED AREAS T O D x w 9 C CD �q'3 bg�g IP u8 tX 5 F^ ^g o. e7 RRXRoo_R��'�� € q aNL�t R^ $3A " t al 3S A Z m 'GI A o.e >X Fi€Sws - S' ag°gT4 4$9g$ R',I 9z$(;::yt Xaa "= - :E X mm lynOi is�5 CO «P z sv�31'^SSS i m A 204 WO y' 3g�cN g��va oFS:o ioA Xm ' a5 0 ' A REVISION NO. OATS Rx DESCRIPTION REASON NM M2 BY OESCRPNON 1 fit CONSULTANTS SHEET M0. c, s S arr or CORPUS CHRISTI WASTEWATER STANDARD DETAILS PAVEMENT REPAR/BNCKFEL/GEIERAL NOTES/CASING DETAILS A OF A CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services ;0 - 00, b n D�pE� SEWER DETAILS uNHv '� W E-l:lii�21•B o ,`°•' i '''� TBPE FIRM REGISTRATION NO. F-7481 In BALLI CENTER U VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) (956) 514-5086 BLOCK 1 3, LOT 1 R V� 10 " . , u • PADRE ISLAND NO. i DAS IS PROPERTY OF ME PROESSONAL ENGINEER NOOSE SEAL APPEARS a ass ORAMNG AND IT is unAOu TO REUSETMTHiS DRAMxO PARTS OF TAUS DRAANT ODER MNGT NEGRO THE' MITTEN CONSETRACI OR IN NT OSIER REPRODUCE ROWa ANV M ALL CORPUS CHRISTI, TEXAS kKt 2X 2 ig 5 0 C 2 0 0 8 gi 2° ate® 4 4 SISit Val mrST ra331LII 1E; E.$ e 0 r......3,.......••••••••••••••11**•••••• 04; VELEM. 1 DUODENUM ICAIED fT S,N,NN: • 0,Nzw xsz, - 201 ARO MI I I 3rO. j_ ___J MPS 0 cg zGa '71114 > A :A- iL—D* Sy •••••• y S S89•15 00 E 1.• TBPE FIRM REGISTRATION NO. F-7481 VLs - VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 TH5 15 HIE PROPERTY OF THE PROFESSIONAL ENGINEER NHOSE SEAL APPEARS ON PIS DRAVANC AND iT iS warm.. TO REUSE THIS ORANING ON ANY OTHER PROJECT. OR TO COPY. TRACE OR NI ANY OTTER WAY. REPROOUCE ANY OR ALL PARTS OF THIS CRANING *MOUT THE MT. CCNSENT Ce THE ENGINEER. 5 Cf5 I ' 4 449.96-rr N „_ .A3 BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1R PADRE ISLAND NO. 1 CORPUS CHRISTI, TEXAS "°° SCHEDULE`"", /+__ /__ /_�__� 11 1 1 1 1 1 1 1 a4 i i - 11 1 III I i Iif i 1 1 I 4 11 •O eoel lit * R 1J, ib glii -14 ii; !Po -14 It; qiii - 44 Et; gill -11 II; gill -11 44; gill -1:41%1131 ip; 4144 1.. 4444 I i i 1 mrST ra331LII 1E; E.$ e 0 r......3,.......••••••••••••••11**•••••• 04; VELEM. 1 DUODENUM ICAIED fT S,N,NN: • 0,Nzw xsz, - 201 ARO MI I I 3rO. j_ ___J MPS 0 cg zGa '71114 > A :A- iL—D* Sy •••••• y S S89•15 00 E 1.• TBPE FIRM REGISTRATION NO. F-7481 VLs - VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 TH5 15 HIE PROPERTY OF THE PROFESSIONAL ENGINEER NHOSE SEAL APPEARS ON PIS DRAVANC AND iT iS warm.. TO REUSE THIS ORANING ON ANY OTHER PROJECT. OR TO COPY. TRACE OR NI ANY OTTER WAY. REPROOUCE ANY OR ALL PARTS OF THIS CRANING *MOUT THE MT. CCNSENT Ce THE ENGINEER. 5 Cf5 I ' 4 449.96-rr N „_ .A3 BALLI CENTER 15401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1R PADRE ISLAND NO. 1 CORPUS CHRISTI, TEXAS 1.REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. 2.SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. 3STAKIND 6 REWIRED FOR ALL TREES IN R.O.W. OR UPON REQUEST OF ORBORISI. 4.REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A LEGAL MANNER. 5.RESEEO UNMULCHED, DISTURBED AREAS. A , i ` N `L7 ---;. *�ja'1 3/4" NYLON STRAP ------;..7.7T" '' k,� �/6' SLIPLAD KNOT WITH STOP KNOT. fREOTCROWNTO6" LARGER THAN TREE DIAMETER ♦ *J BE AT FINISH GRADE KEEP MULCH AWAY FROM f 4' HIGH / 6' WIDE MAXIMUM TRUNK 1' TO 2' ��� �� BERM OUTSIDE OF ROOTBALL 4" MAXIMUM LAYER OF MULCH ' '� 1 A 3 - CENTERED 38' W000 STAKES IN U 411It �,v WON D S/6' HOLE DRIVEN IN UNE FINISH GRADE WON STRAP EQUALLY SPACED AROUND / ��� �� TREE \ . zv0' ` I/ .I REMOVE TYPICAL EXCESS SOIL NIA BACKFILL AS SPECIFIED '•R" - FROM ROOT CROWN o`er/!a REMOVE TOP 1 3 BURLAP PROTECT TRUNK FROM WEED AND ANY NAILS%PINS, EFC.-`'-1-1 .TOP OF ROOT BALL TPoMMERS WITH 2-UIER PLASTIC _i :. - LEVEL WITH GROUND BOTTLE. REMOVE TOP 1/J ES WIRE VMES BASKET WHERE PRESENT . KEEP TRUCK AWAY FROM TRUNK RAISE PIT BOTTOM TO SET ROOT CROWN AT THE CORRECT HEIGHT. FIRM SOIL UNDER ROOT BALL. ,—_— � ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK I � 11I I 1 1I I I FOR EXAMPLE: CALIPER HEIGHT (RANGE) IMAX. HEIGHT MIN. ROOT BALL DIA. MIN. ROOT BALL DEPTH —III— III—IIIIII 2" 14-16' 16' 32" 16' MITI III = EI 3" 14-16' 18' 32" 21' _ III I I- AACEFLL PLANING HOLE TREE PLANTING —.. it = I — WITH ORIGINAL SOL (FOR SINGLE AND MULTI -STEM TREES) BOTTOM OF ROOT BALL ON FIRM SOIL - ABLE 23 TIMES ROOT DULL DIAMETER TYPICAL TREE PLANTING DETAIL (NOT TO SCALE) z z C) c 0 0 038 JNIINV Id 8f1dHS azo o �o 0' D OZ 0 DD co Z S TBPE FIRM REGISTRATION NO. F-7481 VLs- VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 75596 (956) 514-5086 MS IS MmPRO Rn Cr TNN PRv[So N. CRANING ON ANY OINER ENGINEER REUSE PARIS Or INIS PRAWN° WIN APPEARS CN ORA G ARO IL OR BALLI CENTER 1 5401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1 R PADRE ISLAND NO.1 CORPUS CHRIST, TEXAS A m m r� Dr <D 00 Cm ; -13 Dm o- 0 (1)_ > >1 ' 0Z iA v0 G1� 5% r D ' IZ uz Z 0 zo a Zorn U D A Zm 01 13 2 m N m z ✓ 0 D< Oz m -17 Dr ZD om (n 3 -BM DZ r --1 = Iz zD 0_1 130 Dm zm NO A m D A to D 0 0 °0 00 DZ 2C 0p . C ID 5Z Aq D C A 0 a D co 0 0 2pAimyla an A ir4 I m z 0 Z m r Z — 1 Z 0 — 1m r np A 0 !a ON 0 n A r 3 0 m 0 oza 6ai m r D 02 O DD z O TBPE FIRM REGISTRATION NO. F-74131 VL VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 FIR %HOSE SE. APPEAR W as MMHG AND 11 MAMA. 70 AV REPRODUCE ANT OR ALL BALLI CENTER 1 5401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 1 3, LOT 1R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS DATE: FILE: DISCLAINW: TIM 1. w,o>• pl. •seed on orroto rron ••a••un•� ~no amp.1li l�ttyy for 1M •oonrR- .101 M fn1. a:.a'b to one fa.it..r to. I,.vr.oe 1.001*. or amp. r.a,I tiro Erb. if• u•.. 035010 3NV1 3N0 3 D x for SO •i11 Or laws 30 for boor 50 .ii, Slnulbr 9xxllb•r a a a 4> - - T. . a r. i - .• o lic_U 9WIiK 1 Shot: I O.r L F F 1./LL. Y 4 x -I X A L B 30• - 1, IOW r Approx.: Ntn Mork 5900. 03S013 S3NV1 OMI car -u del ai ti AO Fel mqa.i'-3. v eo '$ji3 •o wz �IE 61.90 L zz, x x� r- SN 4 4 a <73 .........ted ,.• �'' b II93 1 500100.r F F F F I/] IY X_ x x _ x L L L 1/2nL S Y.rx b l n. 5900. 1 A99ryin 1/2 L . mm _._ __ .R Yi. YR �Y/lin et S2 3:8 rl Y ll-(b-L)d31. Rigg s P • Fff 14. 490 ao,no:x22 •o , #EY aR r- SN .........ted b II93 1 §§g§Egrillg 144 t$. F 8 9 5 II Y 4 .R SB tV iS 3 Y At 0 n n TBPE FIRM REGISTRATION NO. F-7481 skiL VANGUARD ENGINEERING 4019 EAST EXPRESSWAY 83 WESLACO, TX, 78596 (956) 514-5086 aER1T xL PROWS90N. ENGINEER V.NOSE SEAL APPEARS ON NIS DxAaxG MP I, IS 1114.14.111. 10 mA Re.,S 6 1.°2, , l xi R Ta,1ER, or ~l IRaR,1 BALLI CENTER 1 5401 SOUTH PADRE ISLAND DRIVE (PARK RD 22) BLOCK 13, LOT 1R PADRE ISLAND NO.1 CORPUS CHRISTI, TEXAS BALLI CENTER SANITARY SEWER INFRASTRUCTURE IMPROVEMENT COST ESTIMATE DATE 7/10/2019 ESTIMATE BY VG VANGUARD ENG. PHONE (956)514-5086 Item Description Unit Quantity Unit Price Total Sanitary Sewer Estimates 100 24" PVC San.Sewer Line SDR35 PIPE LF 1595 $ 245.00 $ 390,775.00 200 48" DIA.SAN.SEWER MH(12 FT-15 FT DEEP) EA 4 $ 15,000.00 $ 60,000.00 300 48"DIA.SAN.SEWER MH(16 FT-20 FT DEEP) EA 1 $ 17,000.00 $ 17,000.00 400 EXISTING SAN. SEWER SYSTEM CONNECTION EA 1 $ 12,000.00 $ 12,000.00 500 1"SANITARY SEWER LINE GRAVEL BEDDING CY 315 $ 350.00 $ 110,250.00 600 WELL POINT SYSTEM&DEWATERING LS 1 $ 114,750.00 $ 114,750.00 700 REMOVE AND REPLACE CONCRETE CURB LF 440 $ 60.00 $ 26,400.00 800 CUT& RESTORE ASPHALT PAVING SY 30 $ 1,700.00 $ 51,000.00 900 Soil Compaction Test&Cameras EA 1 $ 9,000.00 $ 9,000.00 1000 3000 PSI 4" CONCRETE SIDEWALK IN FRONT PALMYRA AVE LF 450 $ 38.50 $ 17,325.00 ITEMS 100-900:SUBTOTAL $ 808,500.00 1100 MOBILIZATION LS - $ 99,000.00 $ 99,000.00 CONTIGENCY 10% $ 90,750.00 GRAND TOTAL - - $ - $ 907,500.00 0. *:0r41I. P . �.r v9c7aA AU . .. ®o ............ crf `l; 57 • jam 7 /1-- ( / o� t>.-:' �so' .� ms° .a x w �r•7 CITY OF CORPUSCHRISTI 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". • •• FIRM NAME J Pr:Di l 1��' � r �L ' 7 Say STREET:Ik(alotA .mr€of CITY: -E-'5Tl LP: FIRM Is: 1. Corporation 2. Partnership 3. sole Owner 4.Association 5. Other 1- L-(' • 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 hiving an "ownership Interest" constituting 3%or more of the ownership In the above named"firm". Name Job TO and City Department(If known) I,v '' • • 2. State the names of each 'official" of the City of Corpus Christi having an "ownership Interest" • constituting 3y%or more of the ownership In the above named Wtrm". Name Title • • 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 • • /A— • 4. State the names of each employee or officer of a"consultant"for the City of Corpus Christi who worked • • on any matter related to the subject of this contract and has an"ownership Interest"constituting 3%or • • , more of the ownership.in.the-above named'firm". Name Consultant 1>> /� 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 loccur. /z Certifying Person: Motif) Q‘ �u 'c* Title: uurp frot it f (Type or Print) Signature of Certifying Pers9p4t. l�.k.ti z� u c Date: ,3.5-1 S EXHIBIT 4 Nueces County Kara Sands Nueces County Clerk *VG-50-2019-2019031966* Instrument Number: 2019031966 Real Property Recordings AGREEMENT Recorded On: August 07, 2019 01:58 PM Number of Pages: 65 " Examined and Charged as Follows: " Total Recording: $263.00 ***********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: 2019031966 DEVELOPMENT SERVICES CITY OF CC Receipt Number: 20190807000115 2406 LEOPARD STREET Recorded Date/Time: August 07, 2019 01:58 PM User: Lisa C CORPUS CHRISTI TX 78408 Station: CLERK01 �N„NNNNN1 STATE OF TEXAS Tr CpUq� Nueces County ff.* 4. *I,, I hereby certify that this Instrument was filed in the File Number sequence on the date/time X r�;a printed hereon,and was duly recorded in the Official Records of Nueces County,Texas �4 j* S 4=' Kara Sands 9 GuV,Vy I' of NUEtVNueces County Clerk Nueces County, TX