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HomeMy WebLinkAboutC2019-354 - 8/20/2019 - Approved • WASTEWATER TRUNK MAIN LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT STATE OF TEXAS § COUNTY OF NUECES § This Wastewater Collection Line Extension Construction and Reimbursement Agreement ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipality, and Yasin Investment LLC, ("Developer/Owner"), a Texas Limited Liability Company. WHEREAS, the Developer/Owner, in compliance with the City's Unified Development Code (".UDC"), has a plat, approved by the Planning Commission on May 1, 2019 to develop a tract of land, to wit approximately 4.907 acres known as Padre Island Number 1, Block 13, Lot 1 R, Corpus Christi Texas as shown in the attached Exhibit 1, the content of such exhibit being incorporated by reference into this Agreement; WHEREAS, under the UDC, the Developer/Owner is responsible for construction of the wastewater trunk line extension ("Wastewater Trunk Line"); WHEREAS, under the UDC, the Developer/Owner is eligible for reimbursement of the Developer/Owner's costs for the construction of Wastewater Trunk Line; WHEREAS, it is to the best interest of the City that the Wastewater Trunk Line be constructed to its ultimate capacity under the City's applicable Master Plan; WHEREAS, Section 8.5.2.E. of the UDC authorizes the acceptance of applications to be eligible for reimbursement in the future when funds become fully available in the Wastewater Trunk System Trust Fund and are appropriated by the City Council; and WHEREAS, the Developer/Owner has submitted an application for reimbursement of the costs from the Wastewater Trunk System Trust Fund for installing the Wastewater Trunk Line, as shown in Exhibit 2, the content of such exhibit being incorporated by reference into this Agreement. NOW, THEREFORE, in consideration of the mutual promises and covenants contained in this Agreement, the parties do covenant and agree as follows: 1. TRUSTEE LIABILITY. The City is executing this agreement as trustee of the Wastewater Trust Fund pursuant to UDC §8.5. The City is acting as trustee to further its governmental functions of providing water and sewer service. Texas Constitution Article 11, Section 3 prohibits the City from becoming a subscriber to the capital of any private corporation or association, or make any appropriation or donation to the same, or in anywise loan its credit. As such, the City's participation as Trustee does not create a loan of its credit. Execution of this agreement constitutes a promise to pay only to the extent that the assets and future assets of the trust are sufficient for such purpose and it is expressly agreed that any judgment will only be satisfied out of the assets of the trust and not out of the City's assets. The City is excluded from personal liability. 2. REQUIRED CONSTRUCTION. Developer/Owner shall construct the Wastewater Trunk Line in compliance with the City's UDC, the City's Infrastructure Design Manual, and all local, state • SCANNED and federal laws, codes and regulations, in accordance with the plans and specifications submitted to the City's Development Services Department and reviewed and approved by the City's Development Services Engineer. 3. PLANS AND SPECIFICATIONS. a. Developer/Owner shall contract with a professional engineer licensed in the State of Texas and acceptable to the City's Development Services Engineer to prepare plans and specifications for the Wastewater Trunk Line, as shown in the attached Exhibit 3, the content of such exhibit being incorporated by reference into this Agreement, with the following minimum requirements: 1. Install 1595 Linear feet 24" PVC sanitary sewer pipe 2. Install four(4) 60-inch sanitary sewer manholes (12-15 feet depth) 3. Install one (1) 60-inch sanitary sewer manhole (16-20 feet depth) 4. Connect to existing sanitary sewer system 5. Install 315 feet of one (1) inch depth sewer line gravel bedding 6. Well point system and dewatering 7. Remove and replace 440 linear feet of concrete curb 8. Cut and restore 30 square feet of asphalt paving 9. Install 450 linear feet of concrete sidewalk 10. Mobilization b. The plan must be in compliance with the City's master plans. c. The plans and specifications must comply with the City's Wastewater Standards Detail Sheets and Standard Specifications. d. Before the Developer/Owner starts construction, the plans and specifications must be approved by the City's Development Services Engineer. 4. SITE IMPROVEMENTS. Prior to the start of construction of the Wastewater Trunk Line, Developer/Owner shall acquire and dedicate to the City the required additional public utility easements ("Easements"), if any, necessary for the completion of the Wastewater Trunk Line. If any of the property needed for the Easements is owned by a third party and the Developer/Owner is unable to acquire the Easements through reasonable efforts, then the City may use its powers of eminent domain to acquire the Easements. Developer will be responsible for cost of acquisition, payable from the reimbursement agreed to in this agreement. 5. PLATTING FEES. Developer/Owner shall pay to the City the required acreage fees and pro- rata fees as required by the UDC. WASTEWATER TRUNK MAIN LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-1-18 Dnnc9nf44 6. DEVELOPER/OWNER TO AWARD CONTRACT FOR IMPROVEMENTS. Developer/Owner shall award a contract and complete the Wastewater Trunk Line, under the approved plans and specifications, by August 20, 2020. 7. TIME IS OF THE ESSENCE. Time is of the essence in the performance of this contract. 8. PROMPT AND GOOD FAITH ACTIONS. The parties shall act promptly and in good faith in performing their duties and obligations under this Agreement. If this Agreement calls for review or inspections by the City, then the City's reviews or inspections must be completed thoroughly and promptly. 9. DEFAULT. The following events shall constitute default: a. Developer/Owner fails to engage a professional engineer for the preparation of plans and specifications by the 10th calendar day after the date of approval of this Agreement by the City Council. b. Developer/Owner's professional engineer fails to submit the plans and specifications to the City's Director of Engineering Services by the 40th calendar day after the date of approval by City Council. c. Developer/Owner fails to award a contract for the construction of the project, according to the approved plans and specifications, by the 70th calendar day after the date of approval by City Council. d. Developer/Owner's contractor does not reasonably pursue construction of the Wastewater Trunk Line under the approved plans and specifications. e. Developer/Owner's contractor fails to complete construction of the Wastewater Trunk Line, under the approved plans and specifications, on or before August 20, 2020. f. Either the City or the Developer/Owner otherwise fails to comply with its duties or obligations under this Agreement. 10. NOTICE AND CURE. a. In the event of a default by either party under this Agreement, the non-defaulting party shall deliver notice of the default, in writing, to the defaulting party stating, in sufficient detail, the nature of the default and the requirements to cure such default. b. After delivery of the default notice, the defaulting party has 15 business days from the delivery of the default notice ("Cure Period") to cure the default. c. In the event the default is not cured by the defaulting party within the Cure Period, then the non-defaulting party may pursue its remedies in this section. d. Should Developer/Owner fail to perform any obligation or duty of this Agreement, the City shall give notice to Developer/Owner, at the address stated in section 12, of the need to perform the obligation or duty, and should Developer/Owner fail to perform the required obligation or duty within 15 days of receipt of the notice, the City may perform the obligation or duty, charging the cost of such performance to Developer/Owner by reducing the reimbursement amount due Developer/Owner. WASTEWATER TRUNK MAIN LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-1-18 Dano Z of 94 e. In the event of an uncured default by the Developer/Owner, after the appropriate notice and Cure Period, the City has all its common law remedies and the City may: 1. Terminate this Agreement after the required notice and opportunity to cure the default; 2. Refuse to record a related plat or issue any certificate of occupancy for any structure to be served by the project; and/or 3. Perform any obligation or duty of the Developer/Owner under this Agreement and charge the cost of such performance to the Developer/Owner. The Developer/Owner shall pay to the City the reasonable and necessary cost of the performance within 30 days from the date the Developer/Owner receives notice of the cost of performance. In the event the Developer/Owner pays the City under the preceding sentence and is not otherwise in default under this Agreement, then the Agreement shall be considered in effect and no longer in default. f. In the event of an uncured default by the City after the appropriate notice and Cure Period, the Developer/Owner has all its remedies at law or in equity for such default. 11. FORCE MAJEURE. a. The term "force majeure" as employed in this Agreement means and refers to acts of God; strikes, lockouts, or other industrial disturbances; acts of public enemies; insurrections; riots; epidemics; landslides; lightning; earthquakes; fires; hurricanes; storms; floods; washouts; droughts; arrests; civil disturbances; explosions; or other causes not reasonably within the control of the party claiming the inability. b. If, by reason of force majeure, either party is rendered wholly or partially unable to carry out its obligations under this Agreement, then the party claiming force majeure shall give written notice of the full particulars of the force majeure to the other party within ten (10) business days after the occurrence or waive the right to claim it as a justifiable reason for delay. The obligations of the party giving the required notice, to the extent affected by the force majeure, are suspended during the continuance of the inability claimed but for no longer period, and the party shall endeavor to remove or overcome such inability with all reasonable dispatch. 12. NOTICES. a. Any notice or other communication required or permitted to be given under this Agreement must be given to the other party in writing at the following address: 1. If to the Developer/Owner: Yasin Investment LLC 14213 Punta Bonaire Drive Corpus Christi, Texas 78418 2. If to the City: WASTEWATER TRUNK MAIN LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-1-18 DanoAnfII City of Corpus Christi Attn: Director, Development Services Department 2406 Leopard Street 78401 P. O. Box 9277 Corpus Christi, Texas 78469-9277 with a copy to: City of Corpus Christi Attn: Assistant City Manager, Business Support Services 1201 Leopard Street 78401 P. O. Box 9277 Corpus Christi, Texas 78469-9277 b. Notice must be made by United States Postal Service, First Class mail, certified, return receipt requested, postage prepaid; by a commercial delivery service that provides proof of delivery, delivery prepaid; or by personal delivery. c. Either party may change the address for notices by giving notice of the change under the provisions of this section. 13. THIRD-PARTY BENEFICIARY. Developer/Owner's contracts with the professional engineer for the preparation of the plans and specifications for the construction of the Wastewater Trunk Line, contracts for testing services, and contracts with the contractor for the construction of the Wastewater Trunk Line must provide that the City is a third-party beneficiary of each contract. 14. PERFORMANCE AND PAYMENT BONDS. Developer/Owner shall, before beginning the work that is the subject of this Agreement, furnish a performance bond payable to the City of Corpus Christi if the contract is in excess of$100,000 and a payment bond if the contract is in excess of$50,000. Bonds furnished must meet the requirements of Texas Insurance Code 3503, Texas Government Code 2253, and all other applicable laws and regulations. The performance or payment bond must name the City as an obligee. If the Developer/Owner is not an obligor, then Developer/Owner shall be named as a joint obligee. The bond must clearly and prominently display on the bond or on an attachment to the bond: (1) the name, mailing address, physical address, and telephone number, including the area code, of the surety company to which any notice of claim should be sent; or (2) the toll-free telephone number maintained by the Texas Department of Insurance under Subchapter B, Chapter 521, Insurance Code, and a statement that the address of the surety company to which any notice of claim should be sent may be obtained from the Texas Department of Insurance by calling the toll-free telephone number. 15. WARRANTY. Developer/Owner shall fully warranty the workmanship of and function of the Wastewater Trunk Line and the construction thereof for a period of one year from and after the date of acceptance of the facilities by the City's Director of Engineering Services. 16. REIMBURSEMENT. a. The cost for the Wastewater Trunk Line less $7,713.61 lot/acreage fee credit is $899,786.39 Subject to the conditions for reimbursement from the Wastewater Trunk WASTEWATER TRUNK MAIN LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-1-18 PnncSnf11 Line System Trust Fund and the appropriation of funds, the City will reimburse the developer, the reasonable actual cost of the Wastewater Trunk Line up to an amount not to exceed $899,786.39 as shown in the attached Exhibit 4, the contents of such exhibit being incorporated by reference into this Agreement. b. Subject to the conditions for reimbursement from the Wastewater Collection Line Trust Fund and the appropriation of funds. The City agrees to reimburse the Developer/Owner upon invoicing for work performed. The submitted invoice shall be deemed administratively complete by the City prior to payment. The reimbursement will be made no later than 30 days from the date of the City's administrative approval of the invoice. Developer/Owner shall submit all required performance bonds and proof of required insurance under the provisions of this Agreement. c. Cost-supporting documentation to be submitted shall include: 1. Summary of Costs and Work Performed Form provided by the Development Services Department 2. Contractor and professional services invoices detailing work performed 3. The first reimbursement request requires submittal of invoices for work performed. Future disbursements shall provide evidence of payment by the developer/owner through a cancelled check or bank ACH for the previous submittal. The final reimbursement request shall require evidence that all invoices to date have been paid. d. To be eligible for reimbursement, the work must be constructed in a good and workmanlike manner and must have been inspected and accepted by the City. The City agrees to conduct periodic inspections and approve the progress of the work at key points during construction. The final 5% of the total contract reimbursement amount will be held as retainage until such time the City issues acceptance of public infrastructure in accordance with Unified Development Code. e. In the event that this Agreement is terminated by the City as a result of an uncured default by the Developer/Owner and at a time when there has been a partial completion and/or partial payment for the improvements, then the City shall only reimburse the Developer/Owner for its costs that were legitimately incurred towards the completion of the improvements that have been inspected and accepted by the City up to the time that the uncured default occurred. 17. PAYMENTS, CREDITS AND DEFERRED REIMBURSEMENT. All payments, credits, priority of reimbursement, and deferred reimbursement shall be made in accordance with UDC §8.5. Developer/Owner understands and agrees that if funds are not available in the Wastewater Trunk System Trust Fund, that reimbursement will not be made until such funds are available, appropriated, and this Agreement has priority per UDC §8.5.2. E. 18. INDEMNIFICATION. Developer/Owner covenants to fully indemnify, save and hold harmless the City of Corpus Christi, its officers, employees, and agents, ("indemnitees") against any and all liability, damage, loss, claims, demands suits and causes of action of any nature whatsoever asserted against or recovered from city on account of injury or damage to person including, without limitation on WASTEWATER TRUNK MAIN LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-1-18 Pnno of 11 the foregoing, workers compensation and death claims, or property loss or damage of any other kind whatsoever, to the extent any injury, damage, or loss may be incident to, arise out of, be caused by, or be in any way connected with, either proximately or remotely, wholly or in part, the Developer/Owner's failure to comply with its obligations under this agreement or to provide city wastewater service to the development, including injury, loss, or damage which arise out of or are in any manner connected with, or are claimed to arise out of or be in any manner connected with the construction, installation, existence, operation, use, maintenance, repair, restoration, or removal of the public improvements associated with the development described above, including the injury, loss or damage caused by the sole or contributory negligence of the indemnitees or any of them, regardless of whether the injury, damage, loss, violation, exercise of rights, act, or omission is caused or is claimed to be caused by the contributing or concurrent negligence of indemnitees, or any of them, but not if caused by the sole negligence of indemnitees, or any of them, unmixed with the fault of any other person or entity, and including all expenses of litigation, court costs, and attorneys fees, which arise, or are claimed to arise, out of or in connection with the asserted or recovered incident. This indemnity specifically includes all claims, damages, and liabilities of whatever nature, foreseen or unforeseen, under any hazardous substance laws, including but not limited to the following: (a) all fees incurred in defending any action or proceeding brought by a public or private entity and arising from the presence, containment, use, manufacture, handling, creating, storage, treatment, discharge, release or burial on the property or the transportation to or from the property of any hazardous substance. The fees for which the developer/owner shall be responsible under this subparagraph shall include but shall not be limited to the fees charged by (i) attorneys, (ii) environmental consultants, (iii) engineers, (iv) surveyors, and (v) expert witnesses. (b) any costs incurred attributable to (i) the breach of any warranty or representation made by Developer/Owner in this agreement, or (ii) any cleanup, detoxification, WASTEWATER TRUNK MAIN LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-1-18 Porno 7 of 11 remediation, or other type of response action taken with respect to any hazardous substance on or under the property regardless of whether or not that action was mandated by the federal, state or local government. This indemnity shall survive the expiration or earlier termination of the agreement. 19. ASSIGNMENT OF AGREEMENT. This Agreement or any rights under this Agreement may not be assigned by the Developer/Owner to another without the written approval and consent of the City's City Manager. 20. DISCLOSURE OF INTEREST. Developer/Owner agrees, in compliance with the Corpus Christi Code of Ordinance Sec. 2-349, to complete, as part of this Agreement, the Disclosure of Interest form attached to this Agreement as Exhibit 5. 21. EFFECTIVE DATE. This Agreement becomes effective and is binding upon and inures to the benefit of the City and the Developer/Owner and their respective heirs, successors, and assigns from and after the date of final execution by all parties. 22. DEDICATION OF WASTEWATER TRUNK LINE. Upon completion of the construction, dedication of Wastewater Trunk Line will be subject to City inspection and approval. 23. CERTIFICATE OF INTERESTED PARTIES. Developer/Owner agrees to comply with Texas Government Code section 2252.908 and complete Form 1295 Certificate of Interested Parties as part of this agreement. Form 1295 requires disclosure of"interested parties" with respect to entities that enter contracts with cities. These interested parties include: (1) persons with a "controlling interest" in the entity, which includes: a. an ownership interest or participating interest in a business entity by virtue of units, percentage, shares, stock or otherwise that exceeds 10 percent; b. membership on the board of directors or other governing body of a business entity of which the board or other governing body is composed of not more than 10 members; or c. service as an officer of a business entity that has four or fewer officers, or service as one of the four officers most highly compensated by a business entity that has more than four officers. (2) a person who actively participates in facilitating a contract or negotiating the terms of a contract with a governmental entity or state agency, including a broker, intermediary, adviser or attorney for the business entity. Form 1295 must be electronically filed with the Texas Ethics Commission at https://www.ethics.state.tx.us/whatsnew/elf info form1295.htm. The form must then be printed, signed, notarized and filed with the City. For more information, please review the Texas Ethics Commission Rules at https://www.ethics.state.tx.us/legal/ch46.html. 24. CONFLICT OF INTEREST. Developer/Owner agrees to comply with Chapter 176 of the Texas Local Government Code and file Form CIQ with the City Secretary's Office, if required. For more information and to determine if you need to file a Form CIQ, please review the WASTEWATER TRUNK MAIN LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-1-18 PnncRnf11 information on the City Secretary's website at http://www.cctexas.com/government/city- secretary/conflict-disclosure/index 25. AUTHORITY. All signatories signing this Agreement warrant and guarantee that they have the authority to act on behalf of the entity represented and make this Agreement binding and enforceable by their signature. Remainder of page intentionally left blank; signature page to follow. WASTEWATER TRUNK MAIN LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-1-18 Dono0nf44 EXECUTED IN ONE ORIGINAL this 3.-/)-4-day of C‘)k,U , 2019. ATTEST: CITY CORPUS HRISTI ge1 le60-1—ecca Huerta ina ixon-Me) de , FAICF91/ City Secretary Director of Development Services For City Manager Auntont/l. APPROVED AS TO LEGAL FORM: ��� f p 3,0� -61% 62i6e, 7-21-M MCKIM 21;4 Buck Brice (Date) Assistant City Attorney For City Attorney WASTEWATER TRUNK MAIN LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-1-18 onno 4n of 44 DEVELOPER/OWNER: Yasin Invest ent LLC. 440 11�r' ► l.' %off ): ori Rashe:d, Owner STATE OF TEXAS § COUNTY OF w ue0,6L This instrument was acknowledged before me on ` G , 2019, by Lori Rasheed, Yasin Investment LLC., a Texas Limited Liability Cori ny, on behalf of said corporation. Ps4, ti ULTRA PENA Notary Public's Signature 1;i „_•' \ NOTARY PUBLIC ‘,111.; f State of Texas `�' O t`'° Comm.Exp.12-02-2019 WASTEWATER TRUNK MAIN LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-1-18 Pcnc11 nf11 �., PLAT OF ') ar\ �^� PADRE ISLAND NUMBER 1 r ,`'' . � „� BLOCK13,LOT1R 1ppa©d�� �= MAPSITE RI.BEING A REPLAT OF LOTS IA•9A AND LOTS 1B-9B,BLOCK 13,PADRE ISLAND J e,,,, ,,„, . NUMBER I,AS SHOWN ONAMAP RECORDED INVOLUME 13,PAGES 1.BAND I), JUL 24 2019 ,J JDx �'s,..., ,• MAP RECORDS OF NUECES COUNTY,TEXAS AND THAT CLOSED PORTION OF LAS �''II .• TUNAS DRIVE AS PER ORDINANCE NO.031369AND DATED LOA-1T.SAID IA-9A AND LOTS IB-9B,BLOCK 13,PADRE ISLAND NUMBER I,ALSO SHOWN ON A MAP ADMINISTRATNELY BY STAFF W `9y�' RECORDED IN VOLUME 66,PAGE 439,MAP RECORDS OF NUECES COUNTY,TEXAS ! / SFATE OFTEXAS COUNTY OF NUECES THIS FINAL PLAT OF TOE IIFREIN DESCRIBED PROPERTY WAS APPROVED DEVELOPMENT SERVICES ENGINEER OF THE CITY OP CORPUS CHRISTI,TEXAS. STATE OF TEXAS THIS THE DAY OF ,3119 COUNTY OF NUECES WE,YASIN INVESTMENTS,IRO,DO HEREBY CERTIFY THAT WE ARE ME OWNERS OFBLOC•K 13, WILLIAM 2.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 OF ,2019 STATE OP TEXAS MOHSIN RASEIEED.CORP.MANAGER COUNTY OF NUECES THIS FINAL PLAT OF THE HEREIN DESCRIBED PROPERTY WAS APPROVED DY Ti IE FIANNING COMMISSION OFTNE CITY OF CORPUSCHRIS I.TEXAS. STATE OF TEXAS THIS TIM_____DAY OF ,2019 COUNTY OF NUECES BEFORE ME,THE UNDERSIGNED AUTHORITY,ON THIS DAY PERSONALLY APPEARED THE ERIC VIILAAREAL,PP PERSON WHOSE.NAME IS SUBSCRIBED TO THE FOREGOING INSTRUMENT AND ACKNOWLEDGED CHAIRMAN TO ME THAT HE EXECUTED THE SAME AS THE ACT AND DEED OF SAID LANDS FOR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED,AND IN THE CAPACITY STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE. NINA NIXON-MENDEZ,F.A.I.C.P. THIS THE DAY OF ,2019 SECRETARY NOTARY PUBLIC STATE OF TEXAS (]RUNTY OP NUECES STATE OF TEXAS I,KARA SANDS,CLERK OP THE COUNTY COURT IN AND FOR NUECES COUNTY,TPXA.S,DO COUNTY OF NUECES HEREBY CERTIFY THAT THE FOREGOING INSTRUMENT DATED THE DAY OF 2019,WITH ITS CERTIFICATE Of AUTHENTICATION WAS FILED FOR RECORD IN MY OFFICE THE I,RONALD E BRISTER,A REGISTERED PROFESSIONAL LAND SURVEYOR OF ROISTER DAY OF 2019 AT_OCLOCK_M IN SAID COUNTY IN VOLUME_PAGE SURVEYING,HAVE PREPARED THE FOREGOING MAP PROM A SURVEY MADE ON THE GROUND - MMP RELIORDS, UNDER MY DIRECTION AND IT IS TRUE AND CORRECT TO THE BEST OP MY KNOWLEDGE, INFORMATION AND BELIEF. WITNESS MY HAND AND SEAL OP HR'COUNTY COURT,IN AND FOR SAID COUNTY AT MY OFFICE,IN CORPUS CHRISTI,TEXAS,THE DAY AND YEAR LAST WRITTEN. THISTHE DAY OF .2019 -,,-,..-C9.. FILED FOR RECORD RONALD E.BRISTER BY: REGISTERED PROFESSIONAL LAND SURVEYOR ALD S---0 KARA SANDS,CLERK DEPUTY: 'I npIF NUECESCOUNTY,TEXAS \44DS1.31Vf' AT OCIDCK_M NOTES: L THE RECEIVING WATERS FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE LAGUNA MADRE THE TCW HAS CIASSI PIED THE AQUATIC IJPE USE FOR TILE LAGUNA MADRE AS'EXCEPTIONAL'AND 0YSTER WATER-V.'132EO ALSO CATEGORIZED THE LAGUNA MADRE AS•CONTACT RECREATIONAL-USE 2.THE SUBJECT SITE IS LOCATED ON A 100-YEAR FLOOD MAIN,IN A FLOOD 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.'AD'AS INDICATED ON PANEL NUMBER,851E 0405 D,CITY OF CORPUS CHRISTI.TEXAS.WITH AN EFFECTIVE DATE OF SEPTEMBER 17,1992,ANDA BASE FLOOD ELEVATION OF W. 3.BEARINGS ARE BASED ON GLOBAL POSITIONING SYSTEM NAD 8l(93)4205 DATUM. 4.THE TOTAL PUTTED AREA IS 4.907 ACRES. Brister Surveying 5.THE YARD REOU REMF.NT.AS DEPICTED,ISA REQUIREMFN OF THE UNIFIED DEVELOPNENT CODE AND IS SUB ECT TO CIANOE AS THE ZONING MAY CHANGE 4155 NMI]PNmId.,d Drove Suite 31 b.SEI'SIM RE-BAR 9 STEER.RE-BAR TET WITH YELLOW PLASTIC CAP LABELED 0815-Tim SURVEYING. Carp,,CSOai.Tel/S.11 OM.: 1�XF IMO 7.PROPEA'TY OWNER IS RESPONSIBLE FOR MAINTAINING RETENTION POND. Fa, 151.05DINT Ni uerwrveyingNuirpuI.A,..mm SW 0,1405015 Na.IW]ONE DATE OF MAP:241 U LY 2014 PAGE I OF PLAT OF f PADRE ISLAND NUMBER 1 P P G3 OO M CS-` flJllllll SITE %!• BLOCK 13,LOT 1R D , JUL 2 4 2019 J ,,pp BEING A REPLAT OF LOTS IA-9A AND LOTS 1B-9B,BLOCK 13,PADRE ISLAND 4 � y ^� ' NUMBER 1,AS SHOWN ON A MAP RECORDED IN VOLUME 13,PAGES 1.8 AND 17, « GRAPHIC SCALE N , % MAP RECORDS OFNUECESCOUNTY,TEXAS AND THAT QASEDPORTION OPLAS ANMINISTRATI4ELYBYSTAff , �1�, ,,� 6,y� TUNAS DRIVE AS PER ORDINANCE NO.031569 AND DATED 10-9-18.SAID IA-9A _ _ ,..4 / , AND LATS IB-9B,BLOCK 13,PADRE ISLAND NUMBER I,ALSO SHOWN ON A MAP _ MIR — '�/J RECORDED IN VOLUME 68,PAGE 439,MAP RECORDS OF NUErWS COUNTY.TEXAS / (IN FEET) / 1 68:8-60IL 1 ® I� 2T X YOB SHARED ACCESS 12 IS X MISNAME,ACCESS EASEMENT CREATED BY LOT ZOB I I LOT 20A EASEMENT DEDICATED BY SEPARATE INSTRUMENT I I TMS PLAT DOC NE 2019017937 J __—_ _ OP.R.NCT. pp CIDSEDIA97LN NE OIIE i F LAS TUNAS DRIVE 4 P[RORDINA1.-111 IISM 188— R 589°1S WE 449.96 6¢P�^_ 60 R[GHI'OF WAYDATFO •I041O I 0 i Rf I „ 1 1 L—SC---'z11-0`r IROCX II&LOT IA % I S 1. '�,P'S • ^I PADRE ISLAND- I �--L_JRRO'D1C !MR-- CORPUS CHIUSTSECTION 4 If — VOL NNE8611-M3,MRNCT. -B-\ %I' — BIOLR21t.lOTle }r tiimin 2(T--;gel, iYR.SR yet30.4.-1 .f PADRE ISLAND- I ® --I IN I ,�1�,+�+'A II 2000 CORPUS mum semON. X� �•' 13 _ IR,rI II I VOLM.POS8M-61S,MRNCT. ® I I II I I I 11 l 'gyp tl e yi I I I kN A IR p 3 YI II SweiDoBrrI RV X'" 4.907 ,rr ,r'A I .18 a I 213345 S.F. I I 1 G �3 7a(ri g° B. - P m ..1 Id Wad IS ' r T § +l'iSIR,}2 19 9 ,I4Xr" p I a9R z I I { IV CREATED BY PUT IPr xi g I f 1�W D.. I e1 IN VOLUME IS,PAGES I-S, '0 '1 Imo' M.R.N.CT.AND HEREBY CLOSED BY TMS PLATAND I I I CONTNNINO4J99 SF. I ¢, I 0 NOTES: J11 X',C'r ,,,f I ■ a til 0 I.THE RECEIVING WATERS FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS ,ori . S I R9 THE LACUNA MADRE.THETCH90 HASCIASSR+®THE AQUATIC UFE USE PDR THE IBB "''IIIb �' M I IAGUNA MADRE AVICCOW ZONAL•AND'OYSTER WATERS.T'CP.Q ALSO I I I 1�M00'--- CATPAORIEEDTHE LACUNA MADREASYSINTACT RECREATIONAL•USE I I I 2.THE SUBJECT SITE IS ON A IOPYEAR FLOOD PLAIN.IN A FLOOD WAY.IN AN S_ Ip •� 1 R IDENTIFIED'FLOOD PRONE AREA.,AS DEFINED BY THE US.DEPARTMENT OF "III IATTo N� Mr s� HOUSING AND URBAN DEVELOPMENT,PURSUANT TO THE FLOOD DISASTER 1 ^owl,WOW I IAL PROTECTION ACT OF 1973,AS AMENDED,OR AN AREA IDENTIFIED BY THE FEDERAL I 1 �I EMERGENCY MANAGEMENT AGENCY(PEMA)AS AN AREA HAVING SPECIALFLo0D I 6'XXvcARTPATH ....a1w T1 HAZARDS.77IISPROPERTY IS LOCATED IN FLOOD ZONE•A13'AS INDICATED ON EASEMENT DEDICATED T— B.A�NN w J 9 I PANEL NUMBER M54610106 D.CITY OF CORPUS CHRISTI,TEXAS,WITH AN EFFECTIVE I��0I BY GUS PLAT 12.0 L L 'k DATE OF SEPTEMBER 17,1991,AND A BASE FLOOD ELEVATION OF BY. T ,H,I 1 .L 1.....:',.. ,T ,(P 3.BEARSNOS ARE BASED ON GLOBAL P06TDONBD SYSTEM NAD 83(93)4205 DAMN. Iitz -a,-- —kr� �.—x,-- 'L ---- .+® — —�■Tr` —3484°-74''4TW%i5(CQS'P—rnL ltl U_E p-+ 41 4.THE TOTAL PLATTED AREA IS 4907 ACRES. —1— T T- L.ME YARD REQURE ENI.AS DEPICTED,ISA R000IREl1FNT OF THE UNIFIED DEVELOPMENT CODE AND IS SUBJECT TOCWIDEAS THP.ZONING MAY CHANGE PX XIBCAR PATH 0 I EASEMENT CREATED 6.SET SOS RE-BAR-STEEL RE-BAR SET WITH YELLOW PLASTIC CAP LABELED MISTER BY SEPARATE INSTRUMENT SURVEYING. d DOC NO.10190009M BLOCK 13,LOT 10 i O.PRNET. PADRE ISLAND NUMBER 1 01 7.PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING RETENTION POND. A , VOL 68,PG.218 Y ' D M.R.N.C.T. A h SL I I Brister Surveying 4151 South P.Ae IA.A DIM S,im 51 ORPu Christi,ES•1115.111 DR,¢361-850.1S00 0.FOUND VIE RE-BAR FD 361-5.50-1110261ms Finn RerDRloe No.I0072800 DATE OF MAP.M JULY 2019 PAOE20P2 APPLICATION FOR WASTEWATER TRUNK MAIN LINE EXTENSION CONSTRUCTION REIMBURSEMENT We, Yashin Investment LLC., 14213 Punta Bonaire Drive, Corpus Christi Texas 78418, owners and developer of proposed Padre Island Number 1, Block 13, Lot 1 R, Corpus Christi Texas (see attached land plan), hereby request reimbursement of $899,786.39 for the installation of the wastewater trunk main line extension in conjunction with said lot, as provided for by UDC Section 8.5.2.E.1. $907,500.00 is the construction cost, including Engineering and Surveying, as shown by the cost supporting documents attached herewith. STATE OF TEXAS § COUNTY OF NUECES § This instrument was acknowledged before me onc3UA`I lai l9 by LDri srtee-0 , of, Yasin Investment LLC., a Texas Limited Liability Corporation, on behalf of the said corporation. a.,aP�aJ. SAMUDIO I NotaryleyID#:12833273-0 j 1 ; My Commission Expires 0 q _ E°°`0 � 07/21/2022 47 "M.O. n_WW j Notary F ublic in and for the State of Texas CERTIFICATION The information submitted with this application for reimbursement has been reviewed and determined to be correct. Reimbursement is subject to: (a) Sufficiency of funds in the Sanitary Sewer Trunk System Trust Fund, and (b) Appropriation and approval by the City Council. "ieve lopment Services Contracts Administrator (Date) Exhibit 2 APPLICATION FOR WASTEWATER TRUNK MAIN LINE CREDIT We, Yasin Investment LLC., 14213 Punta Bonaire Drive, Corpus Christi Texas, 78418, owners and developers of proposed Padre Island Number 1, Block 13, Lot 1R, Corpus Christi, hereby apply for$7,713.61 credit towards the wastewater system lot fee for the installation of the wastewater trunk main line as provided for by UDC Section 8.5.2.E.1. $907,500.00 is the es im- -c1e6s action cost as s wn by the cost supporting documents attached herewith. : 18.6.�A Title: _17A .11 en_a- . - Date: v ),` \ o\0 y STATE OF lexctS § COUNTY OF \ 1 C 3 § This instrument was acknowledged before me on Jury tat�ol°t by Love S11eCG\ , Owner of said entity. 1._________ I \ >a.Pa, J. 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T"-•.•• •"' I "m '1 N� ^ NN �g off@ e'S '�4 o'S -i nwr h-'S d4 I,aT AaeEs C WN,0 W oilo. 4o. II ..q _ JJ \ FIRE-H10RANT .... /_ �_-- -L---__-\ /_ - - \ / \ J TEI —o Z aYO?UFI _ ISLAND No. `� ISLAND N DI j/ gEA].J11.IRA AVE, ‘•—EXIST.ASPHALT-, - - U 2 Q N= O//. - - p 1V - PAVEMENT -�5 ,q EXISTING j I'a —m E R __---PROP -.e ItRnCVFP __. - - BAC - - Q O�U W ii 4 y 60.0 R. a B Y SITE SAN. R '- I�:Y•L 1• I. , 4" 7•.97' .,i ..a, _ m (2>0 0 f 4,9D7•ACRE TRAt1T- /19.97 •_: �, 25' P-O m a C r ,_ �_ \_7-,� 8 � v t ,..:rADR1-.18}ipp}D.-Nwb ._,_.`-_� --_-_-"_--7.7.7.7 ,0 VP— • • GENERAL LOCATION MAP 12000 �s . " " ' ".(,C-----/.%•.-.%%.'-' .� -.-'/,iX•.-.`/.%•.' /- .•.'.l J.•. ! .•.'.C-�'. )� •.:. 111 �s - '.' PROP.RESQED - - '.•.'^ .' •� 1 A• 1.i',i .SAN.• -/-••'•'/.•.-.YJ��.• •.1JJ//�� • RE BPO . %`.•.'.Y�"y,. •I < • �'.`.I`.� / • .! gMAN11ME • /'.'./' '.� �.'.•J l .'.' '.• '.•. �'.'.J�.•.'ll .'.•C .'.•/'„v,`�I'.�',.d.r� Al]R ACRES/ e PI' LT 200,BLACK 1: 'F.! PAW ISLAND '. .'. l : • Lep" I C 8 AREA TABULATIONS y(.'`j :__•ov:5:4'....� • • • ,a /. dR0} . •/• •,•1 �/� • ..Cy / / (7 iii l 1 SEVER - -Y j. L.1._:--.'7'2*_'__,�T — 'r .?Z_'__-_!'2'_-- �, D BUILDING FOOTPRINT AREA 38,605 SF • •.'. .MANHOLE . .'NA4�.•. / / 03 t7 PROP 1•• •, �. rmL,ts tlN�,..i�.:� ADE'.d. - PAVEMENT AREA 96,632 SF GRAT L•' HYDRANTW `j GRATE N Kao' d INLET I PROP A ► w A in vaor STEEL j 41c�r•Y/ / 4 W OI N ffs GREEN/LANDSCAPE AREA 78,508 SF -- I I I SIDEWALK / / ."I SIDEWALK TS • 7{/ I� - Z1111‘0 IT m = 213,745 SF - I I Ir-TT--�i"ys.'�e°`_•7 ...mgr...... i T� "/ // � II• z (9, N gr- TOTAL ll AL,,,x,,METER',' .',—..-0-..74.7 ,. /p, rf ivw1 I/ • `•j r// / Z 11.1 a a a C ': '��y ��� P6-cLEA out �!�'. '� 1 - / / / W �ia}1ES �� , .I I.,,. EGTRIGAI 1 '1.T '�// 11 • •"I I 4 rE Q•I-UIQ < P -r- ::V/ I at / E aNQN yl � • BYATH- /� ;/ J I�� g r t E' •. 7 ;,III : . .-. / z/ igx N �W W� O� ;t 1 =7= W Z O13 84 LEGEND PROP, j RETAINING I A:,, , -_, >0 g&, aZi PROP.BUILDING FOOTPRINT ,WALL1 Q IE gE NM PROP.PARKING LOT AREA I -��_'� _a •_�w� _ . \\ �_� PROP.LANDSCAPING AREA I __ PROP. •.w rryy 1".'.•.I /'�-1 4 god F7 V... EXIST.WETLAND AREA • b�b , .. /•-,b%b RETAININe 1.•...0 \��- W L =_J �. vrN� • •.--01•.BLOPNK3 SN2 n v.w� 11 a YY EXIST.FIRE HYDRANT O a m C�K1 ;FH PROP.FIRE HYDRANT W STEEL POSTS + PROP. BACKFLOW I+ a � .�IC) •!o i- big WM PROP.1-Il2•WATER METER I (111 SAFETY PREVEN TER • ■ BOLLARDS PROP.FIRE y -•10 dl Z ,,WV PROP.6'WATER VALVE d,''�/ + --- .. $ ET PROP.ELECT.TRANSFORMER BY OTHERS /j , -- .a��. ICON CONNECTION Y J I� 'T'r-A 1f/�I .4 I• I all 1 - ---e-j � I "� © EXIST.SAN.SEWER MANHOLE I CO _'a Vel-1' OF• N ® PROP.SAN.SEWER MANHOLE IX l� ,P ,P,SLOPING i� ' •- CA PROP.CLEANOUT 1 It t 1 '':". 1°F.' •-•1`..'•:"- '•.Py OEWRK 1�� g 1t i PRbP. • ..OKFLDBL.CPECK •,0 PROP.LIGHT POST I . P I 'PROP.RETAINING WALL I •l SIDEWAIIK I R TER pp PROP.�]I,Rer DEPARTMENT av`Lnc T PROP. , -WATERTNETEliI `•P' 4`'L..?!..!fI PROP.PLANTED STOP BAR EEN(FLYS TED SIDEWALK CONNE T N PROP.TRAFFIC FLOW ARROW ar iHsr II r1 � . 1 6. PROP.HANDICAP PARI(ING SPACE III ��. a 3,_ :"' + I +T PROP. irljt� F•• ;, q*.,`••.�EE A to �► L y�BV OTHE_R6_ 1 �I• WI57 o PROP.WHEEL STOP ♦ ! ■r'T PROP.HEAVY DUTY 275 GAL GREASE TRAP _ ---- '.1-11 j II '--I' /.k( GM PROP.AC-0DO CFM GAS METER I 1 '- ••'� �/ N:LF�,NOUT• •�-••I•. I ••I tTR IL Tx°�`• ■ I Pa•..L• 1 1 % - j.• II •`•FM GRAB METER :raw oto; - - -'I—- -f= 'pTA�mwY2c@s PROP.LANDSCAPING -1) 1 /• �,`_((1F • PROP.LANDSCAPING'• W Ycn4D •fl •. EXISTING 1 •.(V ^...1^ •w -• BIEYA1BINb&i- .3) j , tc"IL�RETNNINcQ""-_._ JWmca ,r25 2 FIRE-HYDRANT- r • ilUII.11E,Ia110•"1 I• % / '//� I I I I I I 1181 1 I I PEOPINSIDENWN (I I 1I IIII' �� �K. wOTeR ..,,cEsm sorteL34"-1V- 3 - / / • '± 4157Y0-. WATER %/r K PUNS ARE RELEASED FOR 1 OevCPI.Csv /- '%/, ✓ J5 y.L,M17r1.+■11 LUNSTRUCIpN Digitally Signed by Jalal M.H.All T VALVE „Ejr� EXISTING DITCH - $//- EXISTING DITCH VALVE _ :-• -- -�Q EXISTING DITCH S Saleh,P.E. AAEi 6�AAT /j ///��' vya DEVELOPMENT SERVICES EXIST BACK DATE:JNLv 12 9019 oLY of ,,,,Pa,,,,Y„H„ DN:cn=Jalal M.H.All Saleh,P.E., OF CURB co2u .,,,,,D...a o=City of Corpus Christi, \ LINISTII v.I.a 5,l......,a) ou.Development Services, OSITE PLAN `E%IST,ASPHALT SITE PLAN email=JalalV@cctexas.cam,c=US 1: PAWAIENT Date:2019.07.1618-00:28-05'00' SOUTH PADRE ISLAND DRIVE 1 CLIENT (PARK ROAD 22) 1.112H994 .•RIMA BHEET NO. F. 200.0'R.O.W. — — — _ _ — — — P uOn1Je[w C V40.201E0.020 COPTRdT 2012 1 I 3D,.,ores 1 1 ' LI 10,LILA 13 PADRE QAND I I LI-1 1 I a --r-- —Ng s , �84`14271 _ �- __ 1 7 r J I — { I N 005 $iti t.1 08 N ym - 4 - -I I N eg `r� a 5;t •I F u r.1" « 8. ._-e,L, 1 a a•1 .1-1 1 1 /f:;R , ,9 1 • e 3 a 42D' 21.5' a 9'R L•"� R-9•. 63.— fit-1",a « p - + 119-111 -24' 1 W' 33.r • 129.1' 388 «1\ A _ ,��-t—y — — r �14 t, T I$7:..' 1 .i40-,71 on,d £t'. is ,E 1 I «r, • iii 1. _ k Ck t .. �- • 2 a-- ry 4` Sir U 10 .,'13.31 111 . , •4\ N i 4f I.1•.. ~— p � 1'!, 14.1—'I' 3a• �N • a i 1E-9-24• 1' 63• 1 331 13.r0.-4]110.]• ,i. 1 = ' I g. E� IME RI I..• •� e.r4-23:3• '► t` • C \ �za ▪a ].5. - , 1 a h(0 . \\ «tl , 20'` r 8.—}'-2a• 83' 45 5: 33r 81.1 ! a a \:‘,..:f E :. : 'az... L., a. . • me. t t A j• � ,' • • ��\ a « y ''.. t ., . \\ ., `• ,a , . .. , . • 11 e 2 ' 2R' N f « • 40' p• ASPHALT PAINT i, b• 1 a 4 too' �.,.0 20'a ! ,8• 53.8.22.5' 18^ R 3].1 &,' ^ I P a a ..��4•a _ e; it,8,,_„-i3.3' .I s j am • Is. 19. ' I t« w « «• `� �` • \\��iL :i7.ce «1,\ N '• « — •• •I QLD L 4'I f, 1—f «I\ „' «it« • I• .. • I . 1— , «jI‘ M. 1 N▪, Ma . • .:IRI ' •.. - .I i 1g'1_ly 111.Y ! 33Y '" « ) hFIN NIilk '' _ __ 7R _:J L J L ♦11If 1 � 1 1 r« \ Z - -129.1• 38• I \ U 1 *;.41 4 I l l- O L`, f. I204.1 38• :.61.-35'—x-15.5' im 44 ,BY ---_ -_-- ! 29.34...., Y«l µ ti- i`«« «FS �7 —1 9{4� _L ��\�� \ \ V • R ft . ter. — -- —1,1 rro �Z 41 \ Kit «««« '««'y«4t« /4 4t «4 .4 a« • 0 g. 3v 3' 2r at- 44. — — ———«—�=«—,S89.15'00�E« /« �. «t. • «4�,, 44 i Z 1 > —C) Il 0.3.ACRES v 4' " � L1 2A.BLOCK 12 \\..e. 10�M NCE Ile.03, \ \ I \ I— PADRE ISLAND44. 7 \ \µ DA \ I11�\ D E I I z I I P,'' TBPE FIRM REGISTRATION NO. F-7481 r c0 i E _D n :ti An BALLI CENTER °mm i E ?""h',.., v VANGUARD ENGINEERING c ny -DZ F % ;`7' 4019 EAST EXPRESSWAY B3 15401 SOUTH PADRE ISLAND 51D N, $'1Q* WESLACO,TX, 78596 DRIVE(PARK RD 22) oE-L M' Z 5 •'U TMsrs THE R (956) 514-5086 BLOCK 1 3, LOT 1 R LJ? Z _Mt4 PADRE ISLAND NO.1 D '-"" EER WEE 504L M APPEARS M+5119 ORAMNE.AND IT IS Molal TO CORPUS CHRISTI,TEXAS REUSE MS DRAMA OH ANT of THEN PRO.EC1^OR i0 COPT, CE ORANY OTHER RAY.REPRODUCE ANY 011 ALL El i C1101i THE MC)TEN CONSENT CP THE ENGINEER 74 1 ri Rg? Wx° Ise iga xg? I '0 I _§ I rs.o I O - � / .iad I nmg ngO :MI I nmd I qmA 1 ,,,mot I 81 1 QZQ n wn 1 o s1°` J Q ` m � drm N . a « w. ;$ _,,,,:,...,0,.. o 'ace .x E 1.83 ACRES N.-0 W I L_ o J_ _ �__ __ - - TR A.BLOCK 215 y. W W,�A. _ _ __ E ISLAND No.1 W p N \ L PROPOSED // 1,0 t Z Q Z G w 'a IRA A PROPOSED - LEATL`ML2t1 � �• � y W a D: Q C —-- - °X— —lR —T'P--C't PA• .. SFENCE ' -IP— - U (9 iii ppp i i 600 ROW IEA■ S ?, - 0.^in 1 U G SITE + {4 3' ub �N 1 PT • ,1,19.9°43'54',E- 4' 7¢97 rrn �& h... 2 — Q p W p tx 2 49. 7 _ _ , 2 d T Dae, m N>0 p Y r t 4.907 ACRE •�r..OT. •.� _.. .•.•.•.• -PRDif05E0.f- 4• BLOat2 _rc Q rc --,.4:1.-;;Dr— .C�i:�g' _ -- +Er=,--- _ SILT FENCE____? _ =' ' ^F Q CI 1 m O GENERAL LOCATION MAP 1:2000 II 17:1 •PADRE ISLA E.,No.1 K •n '�-« : +�•_' «vim• ` n t. o gROCLON ONTRO. c.RNO �. • •.•.•. • • • • • • • • • ' • • - {� i_•.'.' mor.ORA59 AREA I ,� /. ,� ,� • f : ; ;•!•,• - i rff .•.• : : f�`: : :•! ! •.-.-. • /•.•f : : /; ; !•,•,•, '-,-'/?*-s1 7 ACPE9 u I '.i nor.col..SIOEWA,6 a 4 I. .. ..... . .. Al ADB.BLDCN 12 LT 1M. •h •1 PADPE ISLAND 12 gS.i ® 1•11,.WASTE CONTAINERS „3.ji ;% .%- .-/ '• f' ceuBme6•A1ERIAL•• +i / F /. / �cJ .�/ / / / N I , L' i• • -1•-st _O-s14 e¢AREs G-• z'_- 1__• �` G____1\ .�.•• t l / / m ii �_ eseOMENT COWL., N . - . . . . . . _ - . . . . _ . - • • • • . . . . - -* I I \\\\\\ rror.coNsraKrlou q I•`••• \ PROP. PROPOSED PORT d' ti a CO>-SO 1ff \h Nrw.xCHe!Ir SANITARY FAOUTIE •'// _ 0 // JT I / 6/ I-/ / ./,,, t1 Q•QN� v6.. rvor.cp,AENUEo;1":1%L /\ :•:•:•:•:•:•:•:•:•:•:•:•:•:.:•S''•••• - SrcRN:E•SrOCAEYIEAREA I T r :. WASfIWT PROP.WAS tl .• / / 4 WW2 E133 u I < w CONTAINER �� �",'� la EXISTING ELEVATION II 11 I . . , : d.'i»1C•1� �I„ •�� -- O z W r N q- NOTE:SEE EROSION CONTROL a JI F- I ' I 1/ ... / // / Z P i • illitii , 7^; I DEVELOPMENT SERVICES + - - P.E.,a=City of Corpus Christi, it5 � L`= •cW \ /� / !' C rr�SLL P i � .a • � El X� C•hr.st. VOE9.B.SFIANEa«2016) email-'alals@cctexas.com, III?� '* J^� .q `�- W a 0. e=US 'S R. 4 rLr, 3 m Xi e Date:2019.07.1618:01:31 Z a % I% J ;-;•� gffis F {g -05'00' ll >S r t .-.co •145 5g nq.nfnx. ptn CO •14 Nab ,, ., l h- OROPOSEDIC; € •Imm MYNA.ever.M•am.. I� X ".7l'''•.•:..`. 4 el•_I.'.•• SILT FENCE to nwN..w.w•,vwA® •Um M...Iw ee«tlNWM POSED gl r '•� ', I' .•' F� . Iril - tiM•N.t .mI .,aww '4, v Lstmoowv..mnroll occur. mREcr'•. �4'' . CON UCTION -%T,�� __� 'r6 p,. Eix.9Ea rEr ldk G ENTRANCE 0 EXIT �g__, 'M •S TE 0(•r A .Imlw a•,hr.r«,vmmI...n al. _ S .. • mi•.Grc•oaNm,ww p,.awlw 1 .+ . D'X50') 4 � . • wciai M10D tiio • •rod m _ IuF I NC'r \��\•_ . so...and Grubb., PAPs. • ..,wrlr h.in.n 1 r -PROPT ENCLOSURE ` \ �. - GABRION ENO OSURE-ROP. -1•.•.-. r - 1-. y1 y,, 99''1 Construct GABRION ENCLOSURE \ \� _ "� ' ',', '7 Nifi: .'' • .aver• ,e,.. 1 (SEE SHEET C2.C) .4 (SEE SHEET C2.C)•.' 1_ _ Sy +Aiyit • mwave enPaeN«.w. s- __� •PrOtett Roc..with w.0.,NW... II^^control _--- J'- .44. ,I , ,O:61noR nag PROPDSED \\\\. • " - - -F -•' .sub 1:07741.4r,: R=• ': •OWL w.b._ , .•L'.-_'.•.•.'SICT•FE_NCE•.' . . _ �` ,,:.:i GrNT,Au �R2 +O 3RR,Env 94t`i8 iF ��` 45.i0' ' °S c . .?.. �▪ .wmwwon.sP•.PeY. #' ? '� •,ESA. , ••-�: SPR FEONCE a, .y� contr. MOIC A. • ww,mwwNNNNw Inaba a •.,yOiw:E�«a.«n...M.O. a• 9 e 2• a W e. a -----• Pw.B«re wet...e.vuvut tut ___ '. x PROP. meow -tut •.� "Sy 6 PROP. iy aV SAFETY END i, "+s +.° ,0 0 DATE:Uwv r a.ao 19 c mec•st rm"v.,.as SAFETY END PER TXDOT STANDARD ..A.vn nub«e Awwr.Constr.°. •imp.m.n.m«„vbm•n.,•rn•mLod PER TXDOT STANDARD (SEE SHEET C2.Dk C2.E) 0 EROSION CONTROL PLAN EROSION Nal v.-toot.. (SEE SHEET C2.0 A C2.E) CONTROL PLAN final Grad. wl nwl•„.N SOUTH PADRE ISLAND DRIVE .. • 5A•▪ ra,wllch .,I. (PARK ROAD 22) DLI,NT •S..a•na.m.n b1•nw•uon.••P....i anal srwlimel.n wl - . MON..N ..«„- 200.0'R.O.W. _ _ _ _ _ _ _ _ _ _ 'b ,r ND. hone.e.stabo rtio. MBE C2 ENO .oa0 L— � U I TR A,BLOOt 215 ATTR I — I PADRE ISLAND Np.I 7N j 1 ,SEE A r _t. 4 `-a� S�IRTOPOSED FENCE�HRIS CRAFT ALLEY w WN o A sya _ s' N .. �'@S.1' s d' K F _ �� — « z Z c '�. i LT 19B, LT MB, LT 1113, LT 18B, LT 158, LT IIB-11111 LT 13LT IIB, LT 118- T Ice, I m BLOCK 12 ° BOCK 12 BLOCK 12 t BLOCK 12 BLOCK 12 BLOCK 12 ° BLOC%iz BLOCK I2 t SLOP(,2 BIADK 1z Bl U rx I Q(7 in I c e 9` 511E - .• . -3rj .•%dij _ I-a�_LI BB @ :r'- PROPOSED B I — .`'.'.'.' _ WETLAND AREA SILT FENCE J 21..'W 2 f� ,C' 1 I �e� I I I 1 1 Q 0 yl[7 .•:/•.•.', •. q}}I' g} 1 %'// 1..r 1 I 1 1 1 I 1 1 m N>O O a GENERAL LOCATION MAP 1:2000 ° I -- —1--' \111 I I I U O m a U 1' 1 1 I I I I I I I I 0 ©EROSION CONTROL PLAN Hg— JtRDRION CONTROL LEGEND I w j j l I.'.'.1 FR,GRA:5 AREA ®I� PROP.rARNNG LOT 1/ Oy •1 PROP.COM:.SIDEWALK .yL�5 f .111:1 `y5 g2 ® PROr.WAITECOKIAINERS • PTR .T•0 ../ I 14 m P_I� iP SEP.ABor COM IFOL CI 0 rOx;e —moi—_ PROPOSED __—__—__ YJ a s a Z}10 u �\ ENT TKIN f5 CHRIS CRAFT ALLEY SILT FENCE ; w l� Q Ib 1,El ex n`W xX EIB>T!NO ELEVATION — Lt BS.—— T®, —Li 70, — T BB, LT 50. —LT 4B, — LT]B, — LL 00. Li a MOCK Z O a X • a>b BLOCK 12 BLOCN 12 0LO0K 12 BLOCK I2 BLOCK 12 BLOCK 12 BLOCK 12 BLOLN 12 z a IT.* ---,�10.l28� ,— etc ? a W X O N 1 ©EROSEROSION CONTROL PLAN 341, J F 0W S. ION O-O 3 IPROPOSED I Q 0:f C NK M-1B-, 1 1`1 1 SILT FENCE I EL 4 a g N MRI. CRUISER ST m t9 W w— , eg W ' ; >0 $t2 T PROPOSED Q a SILT FENCE 4 ! 1 ,n*Fzss° nz°1 �L1 a. W "b „,Jd f ha! a$ 1 „ 1 a 1 Eg I I 1 Projett Phase •Install sediment contr.of mum 1 vm uro.m Access .mr.Kes vehiclestablish dstreeo trdx 139 �I -_ __ .•Use Nnury °N'ne Me!mundane., r 0.282 ACRES gW 1 --—-- 1 ( LT 12.BLOCK 215 Me pmpn and ten...access PADRE ISLAND No.A _ *re e4A11nrntmlooccuwmnaiM `L1L 5 ♦ ` •install 1 I only toa as Panned N. p pv nslruction Li Cle.me.d Orwwne •Lorne purtaee toles away rommNneee 9095)x' m i sate pNln. y,,. •Construct concreie washout areas 1 OJii 1 ,,, d 1 :Ai 1 mtml �I ~g —4•1*--mf o- I I I.BS ACRES to lime erosbn ' n n / TR A,BLOCK 215 a„a'0$ draw to mnOW ///�` ��. --—-- -- c4 I PADRE ISLAND No.I �/ dust •[bu trench as mon npoWN.. � -- — a Use appropriate sum control wf' Utility and • InN.rtructure l0 0500$ eabn as streets an PROPOSED T n�wsenmmtmn.d. SILT FENCE —_ — _SEE i/C2 3 � BMWs as news.. CH a •Re ,,0,-. E . ■ 5, I - • Had. DATE.JLLLr 11.RP19 MAT LIN � a� ar \ �` a C Eu,wn remtrvatwn _, Ent .m.ntam /- pats ea.. EROSION T^ 7¢ 1.20,.. e % _ ane Grading a.r CONTROL PLAN •Remove stored materials PRDYOSED• 2'�L OpK L• T 1 I • mulch a xqa &OD(1 a PaNwsm M..”l CLIENT SIvTZEN��--'- ....aP �_� Aral • SI.w,r. urvI 0014 M A.wKK ©EROSION ONTR'0L PLAN '2 Remove all lamps., PROJECT 1oC 2 1,41i A R C 2. 1 cN0.z01 B.O20 0 z g^ f1 _NNm^X C WN^0I T - cEaTARfS SHEET No. W re 0 H Z SITE DESCRIPTION • EROSION AND SEDIMENT CON TROLS 1- 0 E J 0 m U PROJECT WITS, SOIL STABILIZATION PRACTICES: OTHER EROSION AND SEDIMENT CONTROLS: a.el Z C 15401 5 Padre bund Dr(Pah led 22) % TEMPORARY SEEDING MAINTENANCE I Q y7 I lot_Lr..510tt_l3_P.adre..lalaMho_I- --------- X PERMANENT PLANTNG.5000410.OR SEEDING ---- - - .(yp -d If o lvsalr n J 7 a -U fialFaSpw'Iau_ _MULCHING , .gROdyA't e y W PROJECT DESORPTION: _-_-_ X SOIL Pt TEN TORI KAN.! ^ll 00/Te_5II lig dale at th r1 t dai.S_t b b no t as 0 41kndA�laA akel_ Q 0 W U�,' -" the Pitman n pOsed.%M M h I G.ed.suff sufficiently prevent l her damage) heavy .....X BUFFER 0. %.........PRE AWVA EWES (X NAiII A..RESOURCES nnapann[The ell ntt eek2.aM�I raWge.ROTH.shall h prwntY-fallOwed by dances m NAD 0 4 at Causer St 4 a Re 24'run. m M55A 50 runny from the.rojeet site on Proteetom storm Veneer nets r�O m a QQ 15401 Park Rd 22 to the Lits ._ --__ OTHER: _..__....... ..... __. _.... .........._ 0 INSPECTION. N Por areas Of the constructionk that have not be finally _b 1 ❑ d for toaro d materab,structural ral GORcontra and locations where eh k rrt the see. ._.. personnel provided Iv theye t d familiarF he rose t plan__ ....._ . ...............— —.__ — STRUCTURAL PRACTICES: dotRmTd OAa,atlRCoRRT mf rkanS q krea a 0 th t.ayfo pL24)1em;, MAJOR SOL ILISR,RellAC,A kW,S: _ X BO'FENCES of the end of a Mom event 0.5 N.Im r greater. _- - X HAY BALES NSW_pirkaliJOLL b Id g_aM blue E. L firm at SA 605 4f retail seam ROCK BERMS o wft bl trywe g from k p N et_Set RnJ 5401 Pah Rd x DIVERSION.INTERCEPTOR.OR PERIMETER DINES 22 totheiAt st t ht ap d w.pub 6 ga K L _to�_ 4E er 5t X 0R50N5.INTERCEPTOR.OP PERIMETER SWALES WASTE MATERIALS:X DIVERSION DIVE AND SWAZI COMBINATIONS 0 -- X HPE OPE DRAINS s . a111 Pe.ARlket d ADO'scrod a e ey lEded A pat i x PAVED FLUMES EILMAR_OLEWRn0F mDRl.deb I theate b deem ted ARnRRO,A, ata 1❑umo Ne ^ (t') U _. ......... _.... ......... %_ROCK BEDDING AT CONSTRUCTION EXIT R tructn k aterA_ Ibeb dpn_st ul 01 Ft; TIMBER MATING AT CplSTFIUCIIga EXIT CHANNEL LINERS ___ _- ._. .... .....- Q >"1O i g __ _____ ............ ce % SEDIMENT TRAPS n Ce Q Ql i g X SEDIMENT BASINS — usw STORM LET SEGMENT TRAP Id(0 10 Erb INLET HAZARDOUS e ( CETT SPILL v00TR4 w W W N 0 • STONE OUTLET STRUCTURES Pta mm mum.rry?Melva, LM1 f II .. t L b hazardous nat.,.PCA fGlenne, CO gag .-._ .............. _ _..... __- -- X CURRM AND CUTTERSrota ging. m)e_amiace].SIG tne_`1N TRA-foL2OILATAMATb C LL olg o told (n I Q —Li 0 NWM - _ X VELOCITY CONTROL DEVICES TSR son prod Cts C.hemKal additive,TYd t.ve> a event 9f wh sL a ARO maybe laiREAoln .. .. .. W o EROSION CONTROL LOGS the p I LL d L hu.d b t t.d. m❑t ly,.c ptnng f _Conor a shad Int Z IA Z (,Q'x4 (RUb be 11.wcJ_ vte-Mkconle- hO t_l_ tat k2.. Ould Lbcyerformerl on AN Thea kZ ELI-_ M�": OTHER: d roe N d o b d 0 C erre t uelo aTH 0- U C ZO W W gy M _.._ ....__— .__ ___.._ .... ......_ In n dump t d t v -_ /�q�.1���tr, ' F O 40 N @St , SANOIAP1 OAS, �i�o W a Q " C � NARRATIVE-SEQUENCE OE CONSTRUCTION(STORM WATER MANAGEMENT)ACTNTESI Ah 528005 Mtn will be collated from thc. tap N 1 Pre-d t b a site access . 19 Z Qt 3 2.-51teL1c O "€ leg and Grubbing W tRR^ --......--- 3.._utility a_unfroStruCture.ImtaNatlm_ )- E m <'' Xgf 4_Bddme tomtao__ DFfSITE VE1E010 TRACKING: N >0 s SS,GOS 9f at retail center,2401991 at new 24'ruble San.sewer L , S foul 0radng --- E.1 S. Z 4. 7^ TOTAL PROJECT AREA: a 4500 Of at new gas line. la.-1JWaL0NbIMatszo . _HAUL ROADS DAMPENED FOR DUST CONTROL x i_ �S TOTAL AREA TO BE DISTURBED: DEPOTRTEA.M..ZU$ ......... _... ...... ............. LOADED HAUL TRUCKS TO BE COVERED BOTH TARPAULIN 4 __... ........... _._ X EXCESS DIRT O!ROAD REMOVED ONLY n L. STABILIZER CCTRSTRUCTICN ENTRANCE W IP WEIGHTED WNNOFF O.OEEE CENT. Z 6 a. y b (AFTER C(NSIP.UCNRNI. 0.55 .-__ ....... _ - —. .._...__.. .....__._.... Q Fir _ OTHER:Gorst tpn Matena00 At of_muklnb.staree_on)ob site to be_prosnded by m Easntractor.The project Ero2an LRnnotlJanswLmJOcAkdAetne.€ro1 3 a 0000.M,.,.N..the Z F '60 EXISTING CONDITION OF SOIL 6:VEGETATVE Ka W Ki CD EH D Of E -VEGETATYVE COVER. £ATDIIContrc[ot eb k offlcut x113 mc2aM SUAARAO IEARTN SSOIMI.SGL5lgrutu[<_Adhomatnn_ rrert f abosyff lA aton_5tateremts nsoecnon Report.3�a rca RYA amd the TPDfs Perron > a f ihe-SINAEy:01I SOQl_9_[adfe band Dr N currerdv cowered natural camera_ Rand a __ .. — _ eaRJLSbe f leto tr,persente❑tomuthonaed.5take.ardlederL A4enh.uponse4uest. W LMMarea-admaLrate❑_AOJOA Coo.of/Owe.," -_ .._ X REMARYS a_ 111;;;3 W F € 50 W 1 - DPH- BI � O NAME Of RECFINtIC WATERS J Z Pum.off.hor5.elty-RLR/_GA[PN2_G.TI02tl'2_2SGrtif:.WRRR R,Yieh9.tem31fAN1F9MrdlGRIP..Vi_.. _ .___— —..._._.._......_.-_ —..-.._._._.. C 9 OZ M1rotl av STORM TIDIER MANAGEMENT ha S el $t4Om.aMLGLdnlmaga.WAR.L.a.pro„IdedlRy_prRP..1RicI.IRxxll.rand.And...c SCfl Atah�T 5010 Cm_ gaADJ Dram deck system wm carry d10S..t a w,tmn the row to kw point,In the hahway where cross PERMITS: - 2% 7} dra,laRe maY-OneRrand_dtlmatab to ..:......................._.. the ee2an,tee o1Lfa0.—___—_ .—__. ..._T._.. Q vela x100 WHOA AND SNARL OBTAIN ALL PE IT AND FULFILL WATER LL PE MIT RREY:NMEN SEAN �+ -._,__ ............._ .__.__ _._ FEE SFORL OBTAIN ALL RAO PER ATN . AR500 PERMIT REQUIREMENTS.OINTS.INELUENG ' FRIM FOR T.0 E.0 GENERAL ACTIVITIES. SE T%R 0ES IN RELATING BUT TO E OTLOOT 4'$104--\:'ANS -------------- --'-"----'--""--"--'-- TO NOTICE COESOFUN ANOT. EQ TREY 00 POSTS INCANDE, TIC AOF NOT AITEC 0 N11L LEA (O ).ALL A INTENT REQUIRED SITE POSTINGS AND NOSH OF TERMINATOR Q -_._._... .__...__. ........... ...._.._ _ __._.. ......... (NOT).ALL ACTIVITIES OLE BE PERFORMED AT THE MILESTONES REWIRED BY THE C N T.C.E 0.NO SEPARATE PAYMENT'MU_BE MADE FOR SUCH PERMITS ' r'i- ----------'--- -''"--- ----- RECORD WAWWG NO Q 1CTR'PROJECT E DATE dMAv 10.9014 - EROSION CONTROL PLAN NOTES liaa(N0 NRHa1Ho.Ot DHEt:,NO. PRO 0N❑BCT NtP ER 02.A EN0.2O10.020 0 z NNC^X W N-a w CD0w1l) 0 9811 No. W .C O Z F • I- Q0 O Strom...Pal..Pr....-Clem Water Act Sect.402 In.CPnval H.wrc. M 0, .Ho, dau.Paler*«Contamma0on I.fu. z in MUE5 T.050000.SI a Mahe.Per.v CMvll0410h 4nr..m P.....see I0, historkd issues archeological 0,4,104.1*(bones.5u 1 rock.n pottery.eke) Cenwal ioPPrx to d1 pl.... V a I[m 5 2 propce Mm I sea. P.e,M,Oh«y 00vnx N4 mut 40,1110�Fg cm..rucl n,pone work.0e in..<we men r*00<onto< :SEngineer Comply,n In.Hata.Cwrurwninotien A<4 tics Act)I0, .0 o.......rah ew I a,_IoI pd«I I0....on me w01*MIown wnmeaclely. ondu 1Ng safety mice rage Pow 10 t�nF4 cvv and making welters apo or J I••0. -C. n,...In workplace Ensure h e pave..I0,00,0402 Pme 1.0,a .1 7 y Potent.pt tpwopel*t0.my nwa«dws m0lslae.4.e.r w m Q O W O 7 0 on>,rkn Required rg I.rksd 0000 p Na Adak fie.. 0 PM,.Act. wlmnn amu ex . d Solely Data M905)for*0 ho2«aw.waaol...d an m m N>0 a LL propct,an mo Include,but ore o1.red to a Imowing categories:Points.acids.seven C J Q a• A06,Nn Act.No. P*Pnmt products. Peg..,nndle an curl.compound.« e.sProvide t; o p m a 0 mto age rall bore round ond overt.far oasts which may by ho V 1.P.evenl vl0rn.1.polio.by mere.0w.kora beam ellolke el 1v:0 01.. 1 product amdling us reg.. rhe A. ,order*.Mpmto. a Wm ROES Pemit NH 80.3011 N 2.lemdy 0rah the SPM one read awn mcaa,nry lc eel...on..0 required Y 2. M14io 011'.mad ate s`rpm of on->11e sill ippon.4 m m Fdi10 1.*n F M:.DS. n event VW...lake acfbn> ;;;gale me Co..... dkatedune a MSE15.F....nee sae^wvk Inn fn... practices.m act 1x Dist..Spill Coi0, lel,.The Contractor snail.responsPe _ for tlm proper conelnmenl arid cleanup of all Prower.ie. 1 3.P N Nolo*.(0210 WW1 SYM e'er...on m sup:rte sir. Contact the Tn...Ir cny of peso.to Inn pud0, ic 0 1CCO.EPA or other Ss.o.crs. the Peeing ma detected. o • a pormoca0 popcl ep...0 woof.,08E0 Yawn 0>Iviced WI ono to E -s Dead 14 dl.anima yew..(nut.0c.o.W x 0,0(2) g4 nom 0 moa Nmk1 N0 In 1CF0 end nk Fn.., • UndeskmOe orae.ry odors herr..etc. g ••Cvbmce ,ocheg w seepage ol.Oalanua 2. Rook F« e«5.ern..lerbodM.and Wetlands Clop Pala Act Sections IV.Ve2elo11an Pesnurex Y .r evidence FdcalFg Poeslole hazardous mal0.ds w cont«neehon d.wev.d m site. m 1.7 m ��' 401 2 wen Preserve nal.vegetation a Ine orient ploctica. P }10 'e g USAGE Permit Reg..: .eau•re0 1P Ii.*.dredging.excavating ether work'41 any weer bodies cep; A I P M w wsd ac0. hazvdws MalObis w CmtonhmaUan Issas.Sp...0 Isis Proeal. - Q N creek.etrtame met..,r wet arena - I,x]ro <. Dar ❑w I. w l0 i>a . 0 Na SePn N 4*0 ©R rprod An. L 1= y W N m m g 9 W the Connar.to•must one..to m of too torn.and.enanbna associated with the fol..permit.): sc..m.. P ZN O 0Wy Act.Me 2 di Z w N Fi' ®No.0..bn Po.M-Phi not Rewired(w,mm 4)1041.14.111.04.s a«1100.01.44) I Empty 00*tepees concrete slag ekes be peebmad onxe C) a 1 W X • ah 0 Nationdna 401011 u-P.Ns..(4110 no 11/2 out.10 0 lues.lea) 2 to 'cy 0 w O N ©n. ser PwmiO Pr42nN 2.Concrete 000.10 arc not allowed to dump.rrto,tone dram. Q ��a(n c Q a• U_ 5 2 CC mor,x*pawde mon Pee4eer. Nx4E 11 .110,am reser a a lmando.d,P.n,,pm dooroJn coo must x notified.mmwatey. U W W H Q N Rxwred.lions use wog.*at In.bs permit apaik.no roeaNm F project and one. & N 7Q Ant Nonc02mm4.roc ees pmme a control erosion.fxnlmlatbn and P..-Pore 4)55. 0 Z w w 4.AN sante.waste.Nall.anger,a by portable unite. o (7 Z T 3 W'g I Noma.wetwle e ' wQ^ erg. V.Fed.ai UM..ond Proposed Tnrealmx nOe.0 E ..59.1es.anise Ha01101, v.. Other Environmental WuF E C >0 Ws Mole Eklsd 5pxle;Candle..Spooks and Mlealory'Innes. I-- Yy EWA I00We appkade rryw.0 0:Ne needle enhm.mtp b.Wsl V i_ g 3.WA 9 Nn Arrien Nem,000 [%]Rea•ed Ac5M 9 uo A-lan 00422,2 O Nmukee Adim es 4IX X moo. *21wne. '_ 4* a ye aWA 1BIack-opotted Newt-AmphImam I.0au1 made ehal be dampened for Dust contM. W(5 f ��`'� West MUPagntlenl 4,oc1ices: 1.rMhooprg Cram-Bed 2.loaded had trucks to be covered wN tarpaulin. d d tri Erosion Sedimentation Poet-Ce.alruclion 155 B Mmdreda Gwen Irwect 1 Excess den on rood to be rermwed daily. W Z I Fty ®Im'O«y v.,...n 0Jr Al Ter. 0 vpeel:.0000 511o, 6 ##5 ©E+v00eNullmg 0100 Bean Q%NOmlimhrggelan Spent. 4.51.er Rush eta-Palnt a Sta...com00o000n entrance. Z m I E..,rah ]T.ionpy«file Dee 1174 Eaten.Wenn.Bran M Ex]Sodded 950,10 4ag 2.11 []CmmNlm Pe100. 5 O )0104010,1.0, r]340..2.0.14 0 W Born MZ(J A ❑......Udo D....... ❑Feeren Cmlra Con wael If ex .we w sere tea unm suck w 4C Na Find.c.o.a m.. Ekes.Cmud Comore! p.t0 Berm ond Sar x work the a'Q [] ❑Y'Ar^• If my and mtece species ore epee.. cea. w e not eoer.o eiec.o o dam ar.e.0,per s0,, ❑era rata e..,per so.. p campnet elle Born air Sees other at1M<ma.wend lnest.secson 4IN the oi*0 d t 1 to the n s.If cops M0 am.de>ere. I-O =`Pan dens' Compo tic.e.0,ane So. []00009 Met B,n00 owe*0.2, przenn ebco.r..ck 00 n the i0, c ea.and contact uro with n.0, a w .e••• ❑Pleew....ev2 D , 90951 i a Secon oawt ses.t 11.0 ❑5on010.(.lx, 21/) 4�f1K[ASI��R�. (]544.544544.n.ea. O c I- AP g s(cEr aV) /4/r I i• RECORD 0*1181C ND OAT S•au.12.2012 OW PROJECT/ EROSION CONTROL PERMITS OLIbNr Mo44.144 PA00sE 0 8,11a.,NO. PROJECT NUMBER CeZ.B ENO 2018.020 0 z _ m mNK^X WN^0W CONSULTANT'S SMELT NO. W K 0 F.Z 01:e00F LTS 500 00 1 S,...71..',..'w vum W Q Y J z m arc E B 0000 rosTsFASTEN 17V- ((00 0.000)v UP COED U 14 0I g I uNwlMa AT A WK.• ,• .� F a -o ro "E<_ \• OSS US°5 ° a 0 W n MARDI.ORAN, [POSTS P ,. BNB MANHOLE WAILS �P , B .000. Z.D.NMlle SILT FENCEilM NI: I!.? • yNMin) PILORRA II • OR. rcm � . oOa 0 gr:GnER ' ( STAN.. seNox . orcsa .SILT Rice \ Q U 4. ON,RcTwl• RENaV00 UPON COMPLETION v TRE.II SEE -FUER FABN, vN \ \ CURSA�T FENCE KA " PR. RIAU B•of FABRIC INTO NM NWNST HTRENCH CORD .NT % �VT L,E ITEMPORARY FILTER FABRIC 0 SOOA.BACNIL AND Iwo TA1w UPSTREAM DIRECTION NEW.MENCH SETE CURB INLET•PLAN MANHOLE-PLAN INLET PROTECTION DETAILII -NA..OA- BIDED POST TS�H RONG sae;I'P`A-BE L'B 12 w,TO 000E NOT TO SCALE y'� y 4 0 8 m g TEMPORARY SEDIMENT CONTROL PENCE DETAIL ^ (9 D "tl MIES-REFER TO 00NEL PTAH N PROFILES NOT TO KALECO LI ,� g<-13 �A 0010PNT CONTRt FENCE USAGE OIIIDFI INFS N IX<Q. 00¢6 I, S GENT CONTROL RCI MAY BE 00NSTRU0TED NEAR me OO*OSTREAM ' W In N s>= _..._: FROM OVERLAND 0090RUNOFF.:APIA 0 STORLM 0000TfREOc:°.INTERCEPT PP BE Osco TO 6 E= u 4 W N CO CO ill 41 s-\AL. �19�11�Iki^A�u_'J� ��\\AAk J�1='�� CONTROL FLOW h o -W r N XXX :.I. =�"' ����i4���-��iit�=r�����0>.�'" RATECONTCF TOO EROa",d0, N,CONACE LAa.FR„Rx zNOT.ERE, To Cr z e ►`,��:31�. _�uJ� ��. AN„ERE ARE SVG.S,IONS LAN.AND NA.BE NGaNIED "� o ZDJ-1 5- w ". ♦r) i y V M�e:.i%F\--000A.OFO.OVEN,IRE NE.N B.TNF 0000008. `E _ O m N.N.MNN xTOw rrQ.f2_aQO�rTe h 8 F O W E_ 0 ..1.'"°42,:-AT G.ENI - ‘13 YIP 0c°OVERLAP AT , NIH.SEE N.TE B —v V W Is o Q N J m tl _ l7wW�' § ate..AMB'Bp=s'r'' 'c —_� x001 c `c ( ZQ'3 Wa3 RUOTwE ��EeEeOpnuN�� I:• w ) ROCK FILTER DAM AT a0 AN FROM LENT.SDE W Q^ '"g F—UP`-_ FLA" EARTHEN BOTTOM CHANNEL NOT TO SCALE Ei6 / 8.. TO Ar U >a b T. gi DR D I ..As,.,,n.,.,.,3 rtwe w a tg N N I _ I PROFILE zPROVIDE APPROMArr TRANSIT. BETWEEN PI 8 a � OVUM ) SENarz4 rs � NNE DENBNERIC -NMN. I Eli F b „-GSM OPENING ti .LAN PROP CURB AND MLR TOP SEE NDrzB I i ra PLAN Pg 0 o CURB INLET PROTECTION DETAIL SECTION A-A STABILIZED CONSTRUCTION ENTRANCE S-'D CURB IMI FT RROr7,110N NOTES: NOT N SONE ROCK FNTFR DARE NWTFS; TO SCALE NOT CfMNSTRUCTU)N FNTRANFF NOTFSro.�F L K Q A / E w PUCE.A LBRSWDE.S SHALL DE USED AT Y 0.C.wort SAWN S.A.BE PLACED 000 _ W I— 1. ”I,. 'nsmZ.'", TRV"AEawxwE 1M I—N 'r\�Q,'f',S ,O Nan CU ED M art GUTTER.IMF T.//4. WT s a OLeNLRs w10'BE.REUP ENGINEER, Ax SOL. ,,CLEARA.ES GORE�/M roaB sqe-IN ,NE+¢�oR s/e- RLS. AND IN Rwaw . n.rR. w.•l 9095 aeDL MATERIALS RENS 00 P001EE AN,_ ,CILTER DA.MN L>rS ESPECIFICAT ...90957... OF THE F10.0 THE SCREWS WEL BE PLACED.J.0,Tr.MCMOD IS USED IN LIM OF As 00005 Ox K 0.001 [ss/Ea osc Sg.f kF,SE!..TO DBAc ANO..00,SLOPES SHOOED OE 2 I Of.ILAnEP TO ENTRANCE PITO P.....ROADWAY NMEN WASIWO.REWIRED IT SHALL Dr 0.0.AN K 'BbYiL'aa DIRT/DEBRIS LAA."Of NE OO,E,1,5 NE 00,IAA.1'BE USED ON ME INLET IN LIU OF SAN.ACS 0 FILTER...SHOULD BE ELIBEDDED A MIHMUN OF V w10 CKNESS AT TOP OF DAN AREA STABILIZED YAM C.SIED STONE AND CAWS INTO API APPROVED TRAP OR SEDIMENT FRT BASIN ALL SEDI.N1 SHALL BE PREVENTED FROM ENTERP.AN.,TORN O AN,PTLN OR C O t BE0RENOTED PAP_ P.P.O SLfweN,LADEN RUNOFF sXu.L B[a Me OMf nslWs B AT..R SHALL CONDITION 00 / TNL FrbmC Musi B[sCwREO,O PIR[eACRING m,N AL S,.AS�C.a F XONENT ONTO PM.ROADWAY. S' 'r001.1.ALL A�REPAIR OUT OF ANT MEASURE DINCES USED TO TRAP LED. pwETER RE..PENTOPC TOP FREER NOvMON.LL OW 0.10 DL DE SECURED L. FOLDED AF THE VPSTR.4 SIDE Ow,NC ShECI 0/ ®L' WHEN EIPTH IN....S V. INLET F.TECTON SHALL BE aNRMIG ELF ON THE DONNSTREAM SWF USING WIRE TIES OR HOO..I„ INCORPORATE A MA.eAOE STOLE i0 Y p.N(01 SIFT I. DULY INSPECTION SWLE BE NADE OT 11.CONIN.TOR AND SILT ,o INA., 0(00 STREW.ME MESH In m 0EwPLU LAN 0100w 10 I00 510000 um 00(00 TO 0000001 00000 FROM 000000 ME mxs00-0000 010 000000 000000 AV. ALGRECATE CONTRA..OBSE.SAN WIE�+M.a FLOOD. c PRRoOPPEERT0617.1Z1:01. S.FLOW OUTLET SHOLTU3 SE ONTO A STABRI2E0 E0 MOET.0X. ROCK.EIC.) $ 5. INLET PROTECTIONS SIBYL BE REMOVED AS SOON AS THE SOURCE OF S[OMENT IS STABU0FD, 10.THE CDIaLLIHFS SHOW HEREON ARE sucDEsnONs ONLY ANO WY BF Moonco BY THE ENGINEER. DATE;.N.9r 12 2019 CRY PRB.ECF I_ EROSION CONTROL DLTAILe CLIENT NTBBN•w....MD SHEET NO, PROJECT NUMBER C 2.C EN0.201 0.020 0 z 10 N ^X NB CROSS PIPE LENGTHS, REQUIRED PIPE SIZES, N, RIPRAP QUANTITIES® rid I- Workinp POlnr lot Close Plea Length W it D I-Z Intersection of Nominal Cone Pipe Single Multi- Conditions for Cross D Q nominal 1.0.1 top of Alprap Culvert Rtpr ap Culvert Borrel Barrel 02 use f Pppe F NZ Q f 2' 42 S. Table) 41 Isms Table, _2" B p ICY G 41 C i Size Z J �—, Trims.Edge I Cross pice CrossIR PipeI Flow LiM I.B. r 6 Soa - -41 Cross P pea ze W 0.NZ Z 10 f Pipe ,2" 0 6 9 N/A 2' I 9" (� 6 O Inside Outside .t I.. 15' 0.T I1• N/A 2' S 2" 2' J f D.m N U e g �I 3S.'Dia Ba rel Bo re ; 1 Me-,..0 ) ; .- I I8" 0.8 2 N/A 2' 10 2' 8- 3 or more Pipe Culverts 3'SI J ]�, u.egg'G.D., X W * + 21" 0.9 4' N/A 3' 2 3 , Q Q MI 0 p;tll C.M.P. - m m J Q 0] NOTE All C Pipes, calculations, one 1�4-_¢-_ - F End 1 Invert ,t N J 4 dimensions are booed on the pipe culverts for Concrete a 27" 1.0 I 8' N/A 3'-10 3'-11" 3 or more Pipe Culverts 3%! Std ^E m D.C mitered as hewn In+nip dotal 1. 41 tlrnOte PIPE W/ BOLTED ANCHOR 1 Pipe Culvert w_ S---Toewoll 30" 1.1 1'-10' N/A 4•-2" 4'-4' 2 or more Pipe Culverts 0 0 0 d styles of mitered ends will rewire that I - 14.000"0.D.) Q oppropria,e oaiustments be mode to the l ' 3'Min 12'A` 12" 33" 1.2 •-11" 4'- 2" 4•-s" 4'-8" All Pips Culverts Q Zi v lues presented on this standard. 1 ' 3" % Overlap 36" 1.3 2'- I" 4'-s" 4'-9" S'- I' 4" Sia ID Sa SIDE ELEVATION OF TYPICAL �-as1A=4hO rtBni i 4• j 4•T1 I w/C.M.P. az" 1.s r-4" 4'-II s•- s" s•-10-- A Ptp'Culverts u.coo"o.B.1 t?a PIPE CULVERT MITER a YP Typ-1 /30` J air i TYp� J DETAIL �A�� 60" 2.2 3'-3" 6'-5" T'-4" 8'- 3" All Pipe Culverts IS.5635p"0.) i,FS 15how torp Cncrete Pi Matn1 P,pe Culverr., -_ fQ ,_,_ IDetdi le Conereta Pipe Culvert ore almilu".I \ (Snowing Invert with a Culvert etas Pipe 66' 2.4 l'- l" 6'-t1• T'-10" 8'- 9" tatg v Culvert. Contrera. culvert Oier i2' 2.T J•-4• i•-s" 8'-5" 9'-4" a ' ya� ,l similar. Croce Pipes not mown for clarity.) .--1I g� -4-Bend first Cross Pipes.f ii Yd 6 O op/ Anchor bora a naar't`y O for properlel safety. The top the The firstCrossPipcriticalsPT to naintoin 2' be Placed a,he more than 6"oboes the flow line. nu ^ 8� '•',t�a cover to "01 i edge c fl,proo C I7 W zB% i of concrete Riprap s a- 2O Size of Cross Pipes, except rhe first DOttem pipe, shell 03 i;1 al /1 \a dr be os anown In the PIPE SIZE table. The first bottom .4. Z}10 ¢� a . C �Y� pipe Smell be 7 Ye S,andord Pipe 14'0.D.1. Q�, W8' PIPE W/ ANCHOR BARS Q The third Cross Pipe from the bottom of the Culvert small I W 31D 10 i>� ways be meta lea using a bolted concrete cars aheu 4 CO 0'. t7-Ii' ^* Iii.!!! ��� ‘'---Flow Line al token r0 stalle fust alprbp concrete ate°mei flow Into Z N r O gTW Yfr� I*. 11110171.#®� vice�,, fv p ‘`-- the ectioonSs Pto llowscieanour;it o s,. Ail thefConntraacctore's 0 W N €oF = y61* © �\ 33•\Y the'bol 11 onnec aoa.tails mayealeo DO,nsrol led u91 np Z 0 ce 'd Y{- (pL1�� SECT iON B-B +fns oohed correction serapes. Cl- 4,_ 6' 83 ® N,L _-_MSM 00, Icrsaa Pipes not shown for clwtry.r O LSioot.atch of 611 or flaope tteris required for the plena. se 0 W x ES dy 4111111k,Riprap 11 .6 Anchor Ba SO Riprap placed beyond the limits shown will be polo as F O W V^ S� !i; a 1•-4` ITyp) concrete Norms In occordaoe with Item 432. 'R,orep". Q 0 I- ,0 Aq rs; SECTION C-C ©Pipe ulve mown pre rpt aM dna or aM s or for C caareteC Q mQ J N 1%B;E Ppa•Culvert. For amil t for In pipe culvena er far Coroncrete,;$oCroda Pipe E Cross Piga Illuah +6 Reinrorc,nq 2" Metol Pipe culvert duanritiea lull,need to ba adlu.tad. p) W m DVS_ ITrp, 4,1111-11.!\ er CRO55 PIPE DETAILS with top of R,prepl Anchor Bar--� cl aiprop auan,ltiee a nor canrractar'a,nrormo+Ion only. L4 to ZDt3- �a 114 A lToewoll -=1 GENERAL NOTES, Q^ ogs BE62 Limits in Norms I'-6' ITyp, 4_P. Cross Pipes Ore eos i9gd for a trovers lrp loc.of 10,000 >0 V'Qpy Ino en included Daum.of Ida rs ded py Research Report 280-2F, F '� 7 i HGF` with s.E.T. for1----;'p?^Oe^r+0 0`G Safety Treatment Of Roadside Parallel-Drainage Structures', tE O .a Daynent,O dear portion 04 Tomos Transportation Institute, Wren 1981. if of Pipe Culvert 4b ISOMETRIC VIEW OF Safety End Treatments shown herein ore,mended for u In TYPICAL INSTALLATION -Ai reePipe Pipe Culver, +nosallot'one were aur of c trol vehicles ore eikely W Pipe Culver+ IC.M.P. or -AiprOp totraverse,M openings approaimoiely perpendicular to the w 6 IC.M.P. or Concrete) Cross Pits. ID Cir Concrete) Riprop d all necessary inverts shell be Concrete Riprap m w - conforming torMreduirements of Item 432, -Riprap'. F 652 Syn—Limits of aiprop Iry be included with S.E.T. for ooynenti s - SHOWING TYPICAL PIPE SHOWING CROSS PIPE Notarial Pr tbera isolisIM an mne be for ieuConof L O reinforcing rl Producer Liar IWLI M d lieu f !el r�� CULVERT d RIPRAP WITH ANCHOR BAR reiaymentf ,n rprep nconcrete.. leas cauda otn th se. Cross Pipe. \`l 2'-0` 6` Payment car Safety one...II is included in the Price o 4e+- ' Ep apo of 2'-0`Moa I Ella oss 5ssooty cod Trmotetn 6'Min 4"Min 41 42 or EH (TCrype Pipes5, Gr.. conform toDon croprequ.SI, P ASTM 2. €� 6O4 l C Cross Pipe (flush I I - i fTyce E or S ns.t Ni. ASTM AS00 SIA)0 B1, or API SL%SZ. B Bolts and to smell conform to ASTM A307. ---ate-1i 1 with rap or Riprap, 2'Min _E •+12'Boll AI I steel c ponenta. except concrete reinforcing, shell 'C I Trimmed Edge of Pipe Culvert / w/Mea Nut 8 Rasher Pe galvonized fist fabrcation. Galvanizin aanaged during k 1 �_ ' 1 with too oieaipfopi transport or construction.Mie a rlpellea 4n accordance ill ' Trimmed dew Z. _ Anchor Bolty !�—E S Y'BOO ._..E Cross f with ter specification.. I 1 E Cross Pipe riir Point-- Cress Pip.00 I. I� • V`c! %I PW ol�rosa O3-I , hieion 7Y%aa o/1remPartebrl b 21 lor.W �3, 2S`S ) O p° Anomer Center Anchor ' ' �ws, Tpewon molt between SAFETY END TREATMENT y., 9095' 4axysw�r P,pe Culverts dyrL!r[l35:�p`� • Pip.Culvert FOR 11"DIA TO 77"DlA «11 i' ei taw�•aiainir PIPE CULVERTS xdlTt�� 1 4'�•. Flow Pipe Culvert I.D. Pipe Cul ort TYPE II-PARALLEL DRAINAGE No A - iaaminou spa-G / OP See DETAIL 'A' �, SIDE ELEVATION OF CAST-IN-PLACE CONCRETE WITTHHIBc WIBOLTED ANCHHOROR CROSS CSETP-PD I/�r me w+weboan w.No ..or Iw.)4f Into, OwnIShewinp Concrete Pipe Culvert.) SECTION A-A a tw �j` W '�'• F( IDetolls of Corrugated Metal Pipe Culvert are similar.) mww wn res„ I w ., Jul 12 nDAT.' ons 04 SAFETY END DETAIL CLIENT Npx,alN uN.o BMEET NB.. PROJECT C 2.D 0 z - N N D •xID Lip%irm,en Safety Pipe Runner Lengths MINIMUM MIN 0.D. MIN REINr MINIMUA SINGLE PIPE MULTIPLE PIPE W N-0 F L Required Safety Pipe Runner S;Zes PIPE WALL MINIMUM AT REQUIREMENTS SLOPE LENGTH W a'D f Z O!ITS• Required Pipe Runner Size 1.0. THICKNESS 0.D. TAPERED OF PIPE PIPE ___ Unit Length Varies le6 ^ Safety Pipe END ISq InArr UNIT SEER RUNNERS SKEW RUNNERS F D D f ~-"" Runner Pipe Pipe Pipe °f pipB1 REQUIRED REQUIRED W Q 3L Z N 7'Max Safety Pipe Rarer L • length Size 0.0. I.D, 3:1 2'-0" LI rtmgI Measured 010110 51°pe) O.-to 6• I 3'STD 7.500' 3.068" 12" 2" 16" 16" 0.07 CIRC. 411 2'-8' 4.45 dap No 1•45 asp No J 1-aI rt N U 12' -24•RCP ' 1 1 611 4'-0• J 7--Y W 30�-428 ACP ' '"-c.SOfety Pipe Rote tr, I 15'-6• 3'/e"5T0 4.000" 3.548" 311 2'-10" m I 0 J 1 III required/-----„ 1 4"STD 4.500' 4.024" 15' 2 N!," 19 1/x" 19• 0.07 CIRC. 411 3..9. 1.45 deg NO 4.45 deg No ^ __._.-_..................... / 20.-10' 611 5'-6' a 0 m x S e i g. J5. s"STD 5.583' S.04T" 3:1 3•-8. W LF i ti o b '�.-- . ,... .II -'- G�9 I6- 2'/I" 23" 21/y" 0.07 CIRC. 4:i 4.-10- 4.45 sea No UPS Rea No N 1Z'j i6 7.4 I c o 6:1 7'-3- Sas , al« IOSIOpe a shown elsewhere in the plans. Slope of 3:1 5'-3' fa _� 1 311 on Harter is requiretl for v hlcle sOfety. 4.30 deg Na I'll 24' 3" 30" 27" 0.07 CIRC. 4:1 7'-0- 4.45 peg No 11 Pocket i3 t0 DB rgrBrd+o fit O2 Eamsnt 61aDIliZed eetldinq ond backfill anal)ba )30 deg tel 0.0. of Pape Support Post If . °ccortlfor With the Item, •Exoov/ion Ont 6:1 10.-6" "R F Bock/111 for Structures'. Beading end packfill • Safety Pipe Runners are used shall De considered subsidiary to rhe Item J11 6'-J" g� Zg2 'Safety End Treatment"" When concrete ipraD 4.15 deg No 4.15 deg No 8 Is specif led or d the Safety End Treatment 30" 3/a' 3T" 31" 0.18 CIRC. 411 I,-2Li ii - C PLAN VIEW backfill Shall be as directed by Engineer. >IS pep yes >15 seg Yes ro '.'f,e �y ine top 9'of v°Id Derwen Preeaat End Tre°tmenre 611 12'-1" W co v1 e ; caaaiae'realaubsid.aryato Safety dpireone treatment. De 311 T'-IO' .0 deg No Yes a Z}I? m`s ail del ®Clear distance oerween Pi 36' O4" l6" 0.19 ELIP. 61 10'-4• .10 des I` ce Q IT `aB pee Bnall be od lasted !rr--.��, To provide for the minimAn ai Btanpe Deireen 6:1 15'-4' >0 deg Yes 4 W In 1B isd ILC -+'O Optional r 6 safety end treatments. W Ili CO eW `gd S_ Step Slope- Top Face of Safety End T(eormene 3t1 9..6. Yes W Z W N O Mex n ��"- 42' 4'/z" Si" 41 /z" 0.23 ELIP. P.I 12' 6" .10 deg Yes ">0 deg -W •N XX Pipe T-nsr I o .s/ Ill requlredl Z W a x i1,1pp b £a3 [ __I"" 6Z--.;.-.1------ __ ` 0 6:1 IB'-T" Z Walla Zi y _.......... Sipa • '€• c$ _ ...._......'�_ Pipe stub spall GENERAL NOTES. O W O N Yda'i a o '` $ 0 Sash nave an 0.0. f Er IRPEr endr end treatmenttasspecified for reinforced Item eonerery Eta may obee used 0 4 N �B 4F o 11 Q Flowl i e ► Ips _-'t to B/j leas - for TYPE II e (Rd os spec lr fed In Item SOfefy End Treatment'. Q N J N 8g3 a i, _„ Risher 'non tie I.D. Of when PrdCREP Safety End Trnorment is used ae 0 C°nfroctor'9 alternate I- W y ..o - .._ ... Safety ia. Safety to miters P less CR C X 1 ;Ph --�--'- %\ \• Runner ei P , Pipe , , q prep w111 net be rewred un noted otherwise on N W �,2 - . I/ • RiepMr the plans. iABi "% % .•. -, 34 1 Synthetic aybbes listed o the•steefor Concrete.ciin Material concrete l7 Z� 00; s / "/ 1 ;'r 1 a< steele pnC jA J c`>1 1 `I List (1.PL)may be u °In leu of reinforcing lnp in riprap c rete W ; 9E^d `-Pipe Wall Thickness fMinl 1 I `." unless noted otherwise. sections c c' Q0 Rt; I All precast concrete ends Pipe. llIneacnpnu o.wilt ST0 rdope W M 1 I 1 with Item Reinforced Concrete wall a nor circular hoe w ° Ede t5 AIR 4 12• A 4 Cross Plpe eta spPra000°tion c-T6, uses III, 4 EE Y T be• Safety ry size ipe r Pre°°af concrete end sections shall be provided with pall MO for compatibility to to allow or tlo mortar, le Conditions W M$y t or \\� V aspme(Or'/>" with sufficient r pre-r reeve allow for mortar• cold applied asphalt OCC _ 1__�� joint gdsOfcompound pre-stile°plastic gasket material. W ,d LONGITUDINAL ELEVATION Mnhade of lifting t be provided by the Ronufacturer fpr ease of a M lauding, unloading 0 n tollotion. I- F$L^ OPTION A OPTION B Pipe Runners designed for a/reversing load of 1,800 Lbs of yield I- BA! recommended Dy Structures., Report 280-1, "Safety Treatment'of Roadside[rSafetyaPipea un ers. Cr-, Pipes TPIpepSuppo Support Ists,r uta,Mpe S 1b81. i� DETAIL A Safety fore PS tact, erose Pipes, roes ortPosts, ate(lar stubs K -Pipe Support Crotl 18 snail form+O the requ irewenra of ASTM A53 (Type E or S. (rode Bi, g welded/o Support POST ASTM A500 (Grade Bl, or PI Sl%52. All steel crnpolents except reinforcing, shoo be galvanized after 6g 4 safety I fax-Ica/ion. calv0nizlne aomaged during transport or construction Shall Pipe Runner I-D Y.-GNut with Steel Oe repoire0 in accordance with the specifications. ',n`� Boit L Nut with Washer 12"Pipe O.D.Minimmia 12"{ I .-FtowIine Fes--"--1Typl"-- I 1 Q �'P P Pe Dia WOI Thickness CP pe Ic1 -'-, Min al - % e hsoi D _' b$ Croda Pip ---\ PL)j'Galvanized Steel Boltssand elm (...) _ 3 • tr pp Wa )« f.. \ 4• Q. �- 111 Pipe dealI / w°ehar aW Inserts , :. 7,, ,lbws Department of nonsportatlon stead. dP1p_} Thikness IMIn1 �- 2 dem �SI ipix © PRECAST SAFETY END ?OrlI'calranizedsteelBolrs ,.. '' 'P.Pipe DiaAe9095]��ee(n°Otled wt ThWasher and Insarra Proiec ton / � ��/. TREATMENT al0957 c1 r.-4.Pipe Support Poar (Post to be Baro •X,.. • teYn idea diameter 1ra e0 re a O�mafG Pipe IAM N.Threaded Insert \O. y e/ .? �', TYPE 11 - CROSS DRAINAGE END DETAIL FOR INSTALLATION INSTALLATION DETAIL FOR MULTIPLE PSET-RC I/Vr e OF SAFETY PIPE RUNNERS SAFETY PIPE RUNNERS SECTION A-A PIPE INSTALLATION W .amn �+ i•"K:ylw 4 i. tit ryWiI'RUl ,If require°1 • W w...x. DATE...1,12 2019 .- _- -- SAFETY END DETAILS CLIENT 140 o_BH GGT Na, C 2.E 0 z a N MINIMUM MIN 0.0. MIN SEINE MINIMUM PIPE RUNNERS REQUIRED PIPE J ._a Unit UMW,Tories PIPE WALL MINIMUM AT REQUIREMENTS MAXIMUM LENGTH REQUIRED RUNNER SIZES U1 N Ee .3t —/'i4,Ma>.....- I.O. THICKNESS O.D. TAPERED oSa IP'. SLOPE OF SINGLE MULTIPLE NOMINAL N 0 W S, LT'lpe ( EQ Soo ar 24'Max I OI Slop. shown el aaahara In the plana. Sloe of f DU./ UNIi P100 PIPE 014. 0•D. I.D. W WA 0 F Z F Rumor. 611 flatter ie re°uiretl far vehicl4 Moiety. _ (If ree11401 j °Cement stabilized beading and backfill Mall be vee, F 0 0 F 0"to 6" . In accordance with+he Item, 'Excavation and 12 2 16" 16" O.Oi CIRC, fi:l 4'-0" No t2 pipes 3'510 3.500' 3.060" Z 0, J Z DI 12"-24`RCP I , Backfill for Structures'. Bedding diary to tand backfill 0 -a Q 4'to 8' I 1 �'� Safety Plperedl—� glofeR3 Ent be d Treatmeenred t.. When cancrettehe lrem iprop >2aD'f0f lil J 15" 2/.' 19'/1` 19" 0.07 CIRC. 611 5'-8" No 3-STD ].500' ].068' =a N= ]0'-42"RCP ' (If required' Ie specified around the Safety End Treatment 'ohs J F a _U backfill shall De as directed by Engineer. Yea J 3—NZ W 1 (Dine top 4"of void between Precast End Treatments It' 2 Vs" 23' 21'/7" 0.07 CIRC. 6:1 7'-3' No y2 pipes 3'STD 3.500' 3.068` 4 (n id O DidtlLL'0 T - a • shall be filled with concrete Riprap and*hall oe _J 0 LL • a 1 I c e considered 51.03 idiocy to Safety End Treatment. ,_ <0' Bt E• I W 8 °Clear distance between pipes Shall be adjusted 24" 3" 30' 27' 0.07 CIRC. 611 10'-6" No > D1pes 3'STD 3.500" 3.068" 00°310 o ti o provide for the minimum diatoms Oetween 2 a R A safety end treatments. M p () 30' 3%2' 37' 31" 0.11 CIRC. 611 12'-1• No Y 4•STD 4.500' 4.026' N €=_8 az 36' 4• 44• 36' 0.19 FLIP. 611 15'-4• its res 4-STD 4,500• 4.026' -- Ln ^ PLAN VIEW - 12" THRU 24" 42' 4%t' 51' 41/2" 0,23 EL IP. 6:1 IB'-T' Yea Yea 4"STD 4,500' 4.026" ° FII 1WI g Y° Optional " J w .yip.Ohs 0 O - Step Slope_,,l_____62 f Top Foce of Riprap Surety Pipe'anti.'. Y GENERAL NOTES: 6 Mitered Foce of Safer Pipe Runner 4 c 1 onlzea Precase afety end treatment far einforced concrete Pipe may pe used 03 Z}ID W iv •-v: �� Safety End iraotmsni Y Stst Botta ion for TYPE II end treatment s specified to Item Safer End Treatment", a IP e ltypi lir required ! rrouer qd inserts r [� Y • / / - Wnen Precast Safety End Treatment i6 used as a 5 totector'.alternate W 3 D1 �„ 6v C ti S1 -'� t mitered RCP, RioroG will not be required unless noted otherwise on IA CO FAM + -: • • Ops° •.' ..., a tnSplans.ic fibers listed on the'Fibers for Concrete"Material Producer N r Q $ W €18! r �i at IMP�I c g E • • • q "�"+�_,'� a 6 lean tea o+perused�n lieu of steel reinforcing in tiptop concrete O W X N €R% a yy' p Flowline Ail precast concrete end sections shall De manufactured In accordance Z b wk. ,'a E l� •- Threaded v a Y Specification ith Item t"Reinf1rcedl Concrete Pipe.and inWall B far 'occ dance with ASM Z F a A0- --- -- Inset+ --' ..4 ePn Cas concrete end sections snail De provide°wrculor pittend spigot or 0 W W 0 N y o E- % bellendfor ocemoti D' Ity t0 upstream downstream end coattlons F 0 b $a -' with sufficient some to allow for mortar, cola applied asphalt U"' 'II / i/ '/ % % % / /"'i% %'% INSTALLATION DETAIL FOR aint t a rcF n "/'/'/"/'/ compound ore=fformes plastic gasket erlal. Q `44 SAFETY PIPE RUNNERS Methods of luting shall Oe provides by themanufactarer for ease of H a N J N loading, unloading an°installation. a w W;p1 -pipe int ckpess :Mini �• Pipe Runners designed far a traversing 100°o/10,000 Lbs 0t yield N W N < 8 3'-0_ of required) as re d by Rea•orOn Report 280-2F, 'Safety Treatment of W W w Op;_ uin P, Rofe^Ide9BPoroller-Urolnoge Structures., Texas Transportation institute,1. W Z Q1 3 4 E 0 Pa .-tee DI. Pipe Runners snail conform o the requirements of 1504 653 hype E Q,' a' ¢E ■ LONGITUDINAL ELEVAT ION - 12" THRU 24" safer Pl (31. Galvg,lzed 514,1 Bolt. or 5, Grose 81, ASTM A500 16ra0e Bi, API SLX52. >0 522(3 _r pe /�with Wasters and InNrta 411 steel components except reinforcing,, anal be ra construction tier f °r ye { Runner--.� ' / Top Line of faDr icotlon. Dolvoniidn�tlonapad during transport eonstr,xf tan EC SB a I /—SatefY Pipe Bonier shall b4 repaired In accordance witn mw apecllieatlona, b ilY s Y r bKM,Old 6 lir no.,ins O. W 6 e—Pipe Wall F FF9 A •4 Thickness 9 lNinl g8 OPTION A f m 12"Pipe 0.7 M n'mm 12' 1� Ert4 �`t- 1TYp Q 6'Min P!P Die mbl 1 .dl ThlokTena C>117 ti 4 th GalvOniaeO Steel 80116 (' ts0lile as Pipe OIa1 °--i 0 Sofe/y Pipe I/�with WOaMra dna Inurta °q u /. 'v,. WAY, Runner ��Soety Pipe Ruiner AOrameeOeP,fameflf o/T eCpor0 Ion a gco `"� 711 1:•Tnr.adea �[if-Flawl ice PRECAST SAFETY END 1j�q�' a`� © '®,,0\ ne.rr TREATMENT 6 ' Pipe Soli , , %/ T mlaknss TYPE fl - PARALLEL DRAINAGE ''''47+ '..90°97 NS :Min) ''''4+t.#`s. ‘ ''.-/ 4�. OPT IONS a M`'' PSET-RP END DETAILS FOR INSTALLATION 1.„„. l,,,J».„ems,i„ Air SECTION A-A MULTIPLE PIPE INSTALLATION OF SAFETY PIPE RUNNERS ^' '°"•. �V/n,' r( W -' of renuirea . DATE,'Jim IR 2019 SAFETY END DETAILS CLILNr aH•1r, w N•RO SHEET NO, oaER C2.F 0 Z J- -(0 0 N Cr X ESTIMATED CONCRETE RIPRAP QUANTITIES ICY/ (I) W N-0 IW Nominal P5E1-SC 6 PSET-SP Stanooras PSET-RC 6 n PSET-RP Stoards W C 0 f'Z ipe t unit Side Slope unit Side Slope Z 4 I ZN I.D. Width Width W 0.Y •W 3:1 a:l 6:1 -W. 3:1 411 6:1 0 M P)J W Length of Precast Safety End Treatment Varies 12" 23.0" 0.1 0.2 0.2 16.0• 0.1 0.1 0.2 =Q^-N= 'i Et 1;""712:% ' Iminl 4" Mini 15" 26.5' 0.2 0.2 0.3 19.5• 0.1 0.2 0.2 J 0th Y (2" lean, 12" Imaxl-\ i6' 30.0" 0.2 0.2 0.3 23.0" 0.2 _0.2--- 0.3 Q 0 W 0 C tll Eq spa at I'-6- lnoxl I + 24" 37,0" 0.3 0.3 0.5 30.0" 0.2 0.3 0.4 0 (n>0 0 30- 44.5" 0.3 0.4 0.6 37.0" 0.3 0.3 0.5 .• 0 Q C I I 36" 51.5" 0.4 0.5 0.7 44.0" 0.3 0.4 0.6 0 0 Q.L0.1 l I u p 12" Se.$" 0.5 0.6 0.8 51.0" 0.4 0.5 0.7 a - N t? n6. -- r Holes 6 Rods olTYpIOO I • 0 in accorprdance withlaced Item 432,ond the 11mits Riprop 56000 'Menl be Ripraopi as cast integral as Concrete �ith the Precast Safety End Treatment, this dimension shall be 1'-0"minimum. EeO l/"Diam A307 Gr.A threaded Ancnor Rod /2 nuts 6 2 wasters. All components R Zs 'nary be golvonfzed in«coramce with Item 445, •Galvonleing". Galvanizing y not is doroped during transport or construction snarl be repaired In Y IJs r _ accordance with the specifications, o 6 .C'.,, -Precast Safety End O3 9j'through toles In rolls f SafetyEnd Treatment for RI IR be drilled with rotary ICorl NDP nor to may L m.,��„i� Treatment IIsi, formed. Percussive (star, type or mo•angYi type equipment shall Ing notequipment neeYoe Vr CO 0 PLAN nse Milli o Ohio.i 00 Vsused.or If Mies 2"= •Mirled, «Ila in the Inside f«a f the exc«sing'%7' from the nares 1 Z}to W are be patched, r Er Q m W OProvide Rm enD toe Wall wen dimension Is afnnn eleernere In the plans or when w3 N to W> t`2- -/1 field conditions require a Toe Wall. u. W N O m igs .5 r OS Quantities shown are for one end of One reinforced Concrete pia culvert. for r gg 41.g -Limits of tiptop Ito be Limits of Riprap Ito.. multiple pipe culverts, quonttle•will need tope adjusted. RIN«.:amities 0 Z W N XOA Included with S.E.T. included with 5.0.0. Sr. or Contractor's information 1r. Ouantitles arebased on the minims Z U k far pa3mentl O for payment) I unit lengths shown on the Precast S.E.T. standards. a X . as slab 0 WXpN 6 'Fs & Top Face of Saffety GENERAL NOTES. F 0 W 6 d (/ End Treatment a Precast Safety ftld Treotnent for reinforced concrete pipe y be used Q C H LI 1Q i F- / Top Foca of RiNap for TYPE II end r o mint os specified in Item 467, "Safety End Treatment". Q' N N q 3 1e ��w' R1Nap 6M11 be clogs"8"RIN«,n« oco..with Iter 472, "RINDp". qi F Q J IQ yy� t"` $OPoymety EndfTreFierce Ond Toewol Is Is incl Wen.n the Price Bid far each I!) n W W cn gix 'w f $ynthe+lc fibers listed +Me"fibers for Concrete"Material Producer mma. Flowl fn.- ,eel �„• t Lilt IMPL)may a used In Iieu of a reinforcing In rl Npa concrete Z Q13 W� yam f _ unless notefer to p$ET Cwisaor PSEfhaP rods shown fore Dleay required. Safety "gi 32_t - - RiNOD A^ehsr Wed EndTreatments not shown. Re%r ro PSET-RCrd PSEor T-RPls square '0 2 I, r F' 6 o .1mm ---- Projection into foe details round Ofetyl End Treatments hot snow,. 7 % Drain Ars°(max) for p04*0.2 un, with pro 1y cat RINap, reinforcing steel In the Q' 3 0006cr ods.26 duan in/Whenmreauestimum e0 sealed engineering d dreethltos shall E IRI d f'" t De sAamltted for approval NIM to onerruot10A flap drawings will LONGITUDINAL ELEVATION t be required. Note thou o Noprie+Dry Nernst it with i y b \ v,' TMeaden At® Rad O R S6l I«le from LER Precast Concrete WNxs, Inc. tegtal 0 Gid ,3 Anchor Hole® 19561 583-6293 or www.rrpracaat.cam. F b ! wa a si Fel PrecaastnSafettt.Unit End 1 0CsemtRipront p d*0118 ore prop with ably opplloebley etlnd Trtotesntetolre /@g elsewhere in the plana. areshown X€ Prewar units with integrally coat Riprap snail be permitted unless e noted otnerwlse on the alone. Anchor Rods are not required S between multiple plpeeTh (minl 1 (mini RiNa C AMhor Helen RIpeOP� I C Anchor noise E Rode livol00 �, c n E sad ITyptOO � rD n itt el..`t. ,T i-_ �® .. = ---- y , Wle�e�a _. »\ IF ...D MwM aT r!!P , SOM., �.pr,sP'-PrecastEndPr«atPRECASTSAFETY END .mTreatment9qit �it ,+ld : ,_ •957TREATMENT 4lh(3.:•a4 unit TYPE 11 , 1..6m RIPRAP DETAILS MULTIPLE PIPE INSTALLATION SINGLE PIPE INSTALLATION PSET-RR ��' SECTION A A QY.aam ..,mm :.. .. °w c„„= dee `^^' I o DATE:Jos.l4 sole -- -- - - SAFETY END DETAILS CLIENT or.e,., g}IFFr Na. PROJECT NumBER C2.G FND.2D1e.020 SO4 GENERAL NDTEe. -- -----..-- - -- .._. .. ..... .. . ..... . `` ...KauA (• -.+.+.» 1 ? WTNTFIAKNE S,PW.CONNECT TO FXISTKNG TOF COT. ... _ _ II _ _ SPA 60.0.0. A E. «j;__ _ _ _ __ r_-, p 3 OR THICKNESS PSI,AND REINFORCEMENT OF CONCRETE PAVEMENT REFER SE. 60.0'R.O.W. Z TO SFEET a a7ea•.,'1 -R `I rir '/ • 3 ALL RAMPS SHALL HAVE AM LANDING PAD l Q - E ---- ^ r ER TO BE PERPENDNYILM TO FACE OF CURE.APERPENgCUM I I)111111yyyEl yl yl 1 Nip QQB40IrJ41I 7 .97•,, •a --e. F I=c N N rc RAMP MAY BE LOCATED WITHN THE RPOIusoFACURB UNE. I MPPr N It t 1_•4.•BQ7•A@RE�'RAOT• _.".'.'.'.•_•. .' C W pH PARALLEL TO TOP OF CURB AND GUTTER UNLESS H'1' - - _ - - -- -- -�� • _� - -X�'YNJ illy W ap�Z MTVETMSE SHOWN ON PLANS OR DIRECTED BY THE ENGINEER. L. »,A..AA �� e C'✓-PA RI�18IA D•No.4 fP.�+s�u�u�sEst&"' • 4 �.7- , �._„-. Y.r��, .-f— • F OEC0.0F sIDEwAKvaDTHAS SHOWN ELSEWHERE WPUNs.MWIMUN vnorH s'. snucNo 1I811Ys1ddn 9 JBl I N:A$ { ' ' I 2 Q -.2 0 EDwxse AT INTERsecrroNs.ALCONrnETE SHAL BE BceE'� . ,�' W ❑y ,./.1.• o EyOPrnEN s C C -...".• r.'./•.•. .�_ - I4.. �"• •�...• .•.• •.• g- _ K ( R ! R N. o RA�scN aaNOES SHLLL EKCEEO VA•w ELEVATK?u Ar,xOJaNNo E H• . .-. Clly or.'romwn».'P»�.-SMP [fi�7 3tl/dIH A053'�eh,P.E.,. 1�.' j Faa,_N I (}} y Q r.'. .ow.i.»r�I»s..»»s., o=T!ty.o7Cor�Ms Christi.-.'.".'.'.'.'.'.'.'.'.'.'.'.' a -U i R E t / F SITE B SIOEWAKAANDING PALO SMALL EXTENDAHYOR ABOUT TO SIGNAL POLE ■. 1• _ �• y Ii Ir. _ J ,"V W Ti G 2 - CONCRETE FOUNDATION TO PROVIDE ACCESS TO PEDESTRIAN BIITTIXI t• �A _ L•Ilftstl' tes.T�a.R7 Lm.'. everen! s, I 11.0„111. ( f� /-.'. .-'.'.".7.-.'. .1 lL W}+ e •.•_"_Y Q 0 W p g a 11 COLOR TEXTURGED CONCRETE SHALL BE USED TO PROW.COLOR it/ /. /. /�S, �R,R'f=Jaz;ff'ctexas,ILyn,.c- �� / '1� m N>0 p p CONTRAST AT RAMPS.COLOR SHALL OE"BRICK RED-AS L.SCOFELn 1' 4/e. •,,,,,..•• •./ !!-' ' - ./erpa !/.•_- .' ,'F'L,NDA /`/ I .1 LL COMPANY STANDARDS COLOP.500 EQUAL. \I. . aQ:2Dio:w:tdl8:oi:a6. . . . _ _. .DL7 a �omap f0 FOR BIXIOER W10TN5OF x'ORLESS,PLACE MOFNAKADJALENi TO GIRS I�A.IL��•t -. Q 0 GENERAL LOCATION MAP 1:2000 rr.CONTRACTOR MUST PLACE EKPANSION JONTSA9.9 G.C.EACH WAY. t ��•%'. /_".•.'/ '! ��RO{ ./ J % '..�' %' /. ls1�.' a u H"1 t 1---/_-_'•/'._1-�J�''��IFRETNISP•l3wuL-44?G>-__J__ 1_; /A___.:__.!I'ks ! •--•t N . ./ "-BNEETS CSB&CSC) •�• /•.•• '�y CONCRETE SIDEWNN 1'_8. CONC.CURB PROP.IV III 1 . . .".'_ _ . . . _ ) J / I_1 ) ". _ 3/B•THK.•1'-7 t/2-WIDE GSITJEWALK OLF CART HI L-- FERC Jte[ '!O)ALMOND _ink ,• •?_• __ ___ _ • I' TE I COUNTERSUNK CHECKERED 3/8•(BSTA o SSS BOLTED L BrvaaBliB\, i Hf "-Q' IE\/ I _•.I� CONCRETE W/3/9.0.STAINLESS STEEL '� H 4 - / %,� ---P1RetAwr-norAmcmc :01110 ,:Wk © ---- / aI� - /i: - - I /SSC3BI, ET1 3/A 1 3/R- Ir_ - - - .F CHECKERED PLATE'. �© �CONC. 1 4II/ CONC. �I �� �.� Ilk � 1/wALx g B �I II _ ;,jrY 1 A I I�+ I 1.. . rCs.cI Lii Klerrfitalagfiagi=g.� } 1� " s'�' 2J 6 CI�z I ODe:_, 16 �����J/��� I is BARS e €.. �I z a. e� -1- :11 P 1 q � V/.'."./ .'J°£' • 10a tz-D.IZE.w PROP.t 1 11 .'.•.1y4 gt `O w CO 03 $REFNNNGWAb I 4181 LF I 5)D / � W N\ .•••j I Zto €oI!w wKaltGT1oN e-6 LC•IW a 1 y ���, / �L s- I aE>a SHEETS CJ.: LL I at:..A Ai�/� A•,L� 1 .$ .'. I / Z ^ N�hPLAN acT.c) aALL SIDEWALK WHICH ABUTS CURB SNAIL cC H! gh • �"-... /ei - - • -• • '11 ,AI y \ N $BE 71FD AND MICKENEO AS SHOWN. .SIDEWALK DRAIN A ©, •�� '�rJ /� 1 QI 1'. .'kW `lam✓ QU Olg N0.1RAR2015 CITY OF CORPUS CHRIST PEDESTRIAN CURB ■ I f •• •'•�,_ -'0 `,_ 4J 1(1 yBi AT 12.O.C. 3•R CURB•GUTTER,A SIDEWALK 5TANDARD DETAIL$ ,■ • v • Fr' LANE-N0PARKING � 1 .10 I n 0 (11 Ql g'a//_r, / ♦1/2•R yMI I' IDlr W.. ofI' 3" 1/2•MORTAR FINISH B11J B II®T i O T i O7' 1 O T i O 1' <3d W0■ TRANSVERSE MARKING S.% 1 J �• . •�CO Z. R• 0$P �� 112- FIRE LANE-NO PARK NG Imo-` r _ •co o z���/fir�/ .... 1 a• •� .= 1.'. •TVI I W N!DI/2'HMIG OVER LIP,, � 0 �_ _.—_— I Imo+ � y r .,� ITlx- 1 '�� J -- �r •- it, ® �..v. -Mar Ah I(O T , I I---.,�- m �n 'Pa.ACONT.t-r '''.� J tiVWelk& i ''I •g Tg ' TI I I- Bg ' %\Ii\'/' ESMIIEMjIFP O NOTE' yJdfrE NOTDRIL -ON TO N Gi so A 1 c7 7. _ (F xl ® I/ ©TYPICAL 6”CURB 8.GUTTER DETAIL I I l. e ... - e : ; A. . 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P J-RBI- `�, A•�A':i R -I• -I -RETNRIND YJ<ILLb �' %- .II• `RERTJNB.WALL.NG:.:.i•.s.US U -.•BUN - I9D.9f I 15 15' - _ NOTE:— CITY OF CORPUS WRISTI NOei ...WMDA.. •■■■■ 7 ■ % •/ ■ 11 '1111 N STANDARD PAVING DETAILSSTANDARD DETAILS TAKE . y 90SNT dh EP� SERB soy 1996-�F -- Rev / G 4Rm: r{)(11 Re.� +aiu. % o 6 f SOUTH PADRE ISLAND DRIVE I (PARK ROAD 22) DATE•JULY 12 2019 - _ _ _ " 200.0'R.O.W.- - _ - - - - _ _ °PARKING PLAN PARKING PLAN 1 CLIENT NOPRRA• D 171,SFT NO, C3F 1 END 2019.020 mem M,9 -11 '� 1 d� 1 O� I p�4I ,� 3.".1 1 2m6 I �e N N w O W I( AarsW -�j 1r J - t- - -- -i -- -- -- i-- Et' --_.J 15 ACRES iR 1A.BLOCK 125 W f.Z F - PADRE ISLAND No.1F. Otz00,7 4o a:3 gp ePALMIRA AVE. li =Q,__0= f A 6 F @ SITE LEGEND -- 5 60.0'R.O.W. - _ _ - - a 5 J 1-a,y-U I YR1I ] € - rl�j1 EXIST.BUILDING e DE' RD 8' Q °W V (0 [ p ! ®r PROP.BUILDING - fb�u�1111150.411. bbbb , "43'5 7 .97` +H __ m m>0 D d 1-7 EXIST.PAVING ~ t ,•�4.`•�A07•ACRE TRAOT• . . .'. .ST. ..-.- -.-.- - �?' 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PADRE NAND 5s •PROP.W11TE TRAFFIC •• J• _ •/• ./ .--r.. •CONT STRIPING •• >' • / / I �" F`F• m t •.j•_•• •• -J. .PItOP.4517E fRAfFlc- ;• ! f7 d- PROP.DOUBLE HYDRANT �'I•r• -:C-RNT_ROL,4LR RP✓SI-__. "_�_"'G -._._�-__.]5 .. _•J _.. -��.,._. -.--aG'/' / / / m� ti �m PROP.DOUBLE CHECK '-..AAAA•••.'.'. � a •. / /WPREVENER PVOP. •1� I!Jb ;:: yMEAN EL LEGF1RE• I/ / /I / la „. FIRE LANE-NO PARKIN' /NO •.��� • • X 1. FIRE EEPARTMENT CONNECTIONS SHALL BE INSTALLED FOR EACH OF THE BUILDINGS Ell 11 J"fV/r/Z I/t = IIE M WJ IH4. •� > 4En A DOUBLE CHF.BACKELOW PREVENT.SHALL BE § INo 1OFFIRE OVIDE MINIMUM S LB ABC • t 7.INTERVALS,ANNUALLY j % rtCENSED AGENCY AND MOUNTED NO HIGHER THAN 4.FROM TOP ti SPEC TED TMENT ...I 8 • laARM NTRACTOR D EIRE Ili, ;-10 -!/ �'_`' a .b LICENSED AGENCY ANO MONITORED xRn BY AN OUTAGE AGENCY.SHALL FIRE MARSHALL'S rmI • .•. .. ....•:'....'', .S .O TIO m C NEPA ,.LIFE SAFETY CODE,MIS EDITION. 1BB.r FIRE LPN!?-NO PARKING 1174 w -�ti VI BE! ID OFFICE ADVANCE FOR BED INTO rFEr PMNKLFR5Y5iEMTOFlR AAMArSTEMSHALL BE y • I .5 e- -1 ` TED INTO TN M O MONITOR FLOW AN ti 1\e RM.B' RE ALARM SYSTEM SHALL 825.5 ..► �► ~ AA w CO ���III IQ� tt r0.FlRFHMMINTO i[5 EPgESAON SrSnM FOR THE KITCHEN HOOD.NEPA M1.lIRE SAFETY £ FRE NE•NO PARKING r - ...--:.ITE-J �. 'co V / I 7E� COG.MIS EDITION. '- (e 1;;;I T2. AUTOMATIC smNnFa SYSTEM SHALL BF INSTALLED BY ALICENsso AUTOMATIC SPRINKLER if • FIRE LANE•i1l� e -- I •I!n I JSYSTEM �y Au oM ED BY A LICENSED AGENCY AND IN ACCORDANCE WITH THE UTEst 15].5'FIRE TRUCK TRAVEL LENGTH 183.5'FIRE TRUCK TRAVEL LENGTH •I I r IyDS EGTDNO NEPA, �7--I �� ' PROP.DBL.CIECNBA•.LOW " 4I' €g t SPRINKLER COMPANY SUBMIT MANS TO FIRE DEPARTMENT OFFICE FOR REVIEW * PREVEMER LOCATION,' ' ' •••fff�•` RE MARSHALLS CUR.24 HOURS IN ADVANCE FORI 4 1 STANDARD DETAIL 1C1.. '.107.5 N -.-.GBL CN�CK lAUNDERGROUND N ABOVEGROUND HYDROSTATIC TESTS,KC,MTS EDITION.SECTNN w1 a 812 2. PROP.FlRE OEPARTMBIT • kop.4EM ppRRCEVFLOW AND 15. No LTG BEL BE N NEPA UNTIL ABOVEGROUND HYDROSTATIC TEST HAS BEEN APPROVED. R!�A ENTER 3 CONNECTION %���. SDN �' LSCATIDN,SEE SBIL OF•Ir, IB _ UM a,f,KsI o X TTT 3.2A DETAIL ": I DEPARTMENT CONNECTION`TIO i SNAIL BF FREE-STANDING,Ai FROM TO BUILDING. IM I �,a ITT . - . E t§ M G_ e - .zA 1 N TIMES THE HYDRANT. OF OF IS IL wg I !' .....t1s. v E, �•• jicia'I TROD ae. 11 FROM ABR WTPROTECTED.DAMETER IMPACT WITH CONCRETE CONCRETE BOLiARDLS,CEMPROENTED B'7' L,� G'LI 90857 .• AP INTO THE GROUND WITH 0 ABOVE INTO THE GROUND WITH X.ABOVE ABOVE GROUND.SHALL I • F-+ --- - ` BE SPACED 3.APART I. REFLECTIVE 900 INDICATINGITOO WITH V HIGH LETTERS,INSTALL A REFLECTIVE AGN 1PEI • T - PROP.1'RAISED CURB INDICATING'F OC WITH a HGH LETTERS.WITH e.HIGH LETTERS.x 4- - A ISDEDLTVIWN•SECTION eosa3 MD ALL OF SECTION 912,WIDE.KC,xwS EDITION,IEC. A • -. •"I Vtl PAVERS ,S WIDEOON,AND LATEST EDITION OF NEPA.RtR -----(Qu , , , -R65RRL[MI. 7.S�R�S�7.S ' EXIST.FIRE- R --1' h. uo. .h.. .E e� r HYDRANT __ DEFLECTION ANGLE ADAPTER TAMPER PROTECTION FOR[N.H.°.PREVENT.SHALL.E OF AN 0 _ISM_ ppr�,�y I 1 1250 �in` RSC -- `I I' 1 ii. FRONT OF BUILDING PLAINLY L FROM STREET WITH vn Kx STROKE LFnFRS OR IJV yal8-4o-EE RSD RSD _I Raw �� NUMBERS. LD w VISIBLE Ro 1 11EIMI DIST.FlRE ��.-� �R. TSA 20. ROOM SHALL ANO APPROVED TYPE HAVE KKNNOX a DOOR INSTALVED BY AUTHORITY HAVING IURISOICTION.SHALT.PoD FOR FIRE IN l HYDRANT l �P 5 DEPARTMENTHAVE FI S-INCH WITH HINGED a E SHALL HAVE AN .4 ROR TOO RISS ROOM. DATE MYA.r Ia aD 19 21. SMALL010 ABEL RISERROOM LTH A WHIG RISERROOM.WITH R.DSHsArLRL UTIERISER SERFROOM 1241' ` EOSA' PROP.f RASED CURB WITH A wHIEREf PROP.CNIOE FIRE DEPARTMENT TRAFFIC CONTROL PLAN CLIENT °PARKING PLAT"' MDH.1H AEHKe 1 SCHE: b 8,..,001 ND. PROJECT NUMBER C3.2 ENG.201B.020 tae REMOTE ARE DEPARTMENT CONNECTION NOTES: SCNAGE NOTES: 1. CLEAR SPACE OF 3 FT.SHALL BE MAINTAINED AROUND THE ARE 1. SIGN SHALL BE DIRECTLY LOCATED ADJACENT TO THE FDC. 0 GENERAL NOTES: HYDRANT.BUILDING ELEMENTS,SIGNS,TREES.BUSHES,SHRUBBERIES,OR 2. SHALL BE MOUNTED ON A SON POST THAT EXTENDS A MINIMUM Z I. MINIMUM PIPE SIZE LEADING TO THE STORZ FDC 5'STORZ OTHER LANDSCAPING SHALL NOT BE LOCATED WITHIN THE 3 FT.CLEAR 6 FT.ABOVE GRADE. Q^ (D SHALL BE A MINIMUM OF 4 INCHES.A 6 INCH CONNECTION 3O SPACE OR IN FRONT OF THE REMOTE FDC AND BOLLARDS. 3. NUMERICAL BUILDING NUMBER SHALL BE NOTED ON THE SIGN. J 4 MINIMUM IS REQUIRED ON ALL SYSTEMS PATH A TOTAL 2. FDC SHALL BE BETWEEN 36 INCHES AND 48 INCHES ABOVE GRADE. 4. SIGN SHALL BE A MINIMUM 8 INCH X 12 INCH SON THAT READS Ul(V]y� •x DEMAND EXCEEDING 750 GMP. DEGREE FIXED 3, BOLLARDS SHALL BE CONSTRUCTED AS FOLLOWS: 'NO NOT BLOCK BY ORDER OF FIRE MARSHALL.' LI ELBOW W/KNOX 2. KNOXLNNEZ GUARD LOCKING CAPS ARE REQUIRED ON 3.1. SPACED SFT FROM THE FACE OF THE ONREMOTE EFDO. 5. CONSTRUCTED OF MINIMUM 0.080 ALUMINUM SHEET WITH 0.75 C W N 4-Z F ALL CONNECTIONS. LOCKING CAP 3.2. SET NOT LESS THAN MET DEEP IN A CONCRETE FOOTING OF NOT INCH RADIUS CORNERS. W C 0 H' 3. ALL EXPOSED PIPING AND PIPING AND FITTINGS TO BE 1 LESS THAN IS IN DIAMETER. 6. FRONT SHALL BE ARIAL CAPITALIZED,4 INCH LETTERING AND 1 F 0 Q'0 a- GALVANIZED'MSH THE EXCEPTIONS OF THE STORZ ,III',/7 3.3. TOP OF NE POST SHALL NOT BE LESS THAN 3 FT ABOVE GRADE. INCH WIDTH. Z 4 J z N CONNEC DON. 3.4. SPACED NOT MORE THAN 4 IN BETWEEN POSTS. 7. SIGN FACE SHALL BE TRAFFIC RED.LETTERING SHALL BE WHITE. W a Y Q 4. EMBEDMENT AND UNDERGROUND DETAILS BELOW ARE 3.5. CONSTRUCTED OF STEEL NOT LESS THAN 4 IN DIAMETER AND 8. SIGN SHALL BE REFLECTIVE. U Lh 5 R SHOWN FOR CLARITY ONLY. CONCRETE FILLED. I Q IB I 5. CONCRETE PAD,IF PROVIDED.SHALL PROVIDE A MIN. 3.6. SHALL BE PAINTED TRAFFIC RED AND BE REFLECTIVE. CONCRETE FOOTING J I-a -(] 1/4 INCH SPACING BETWEEN PAD AND PIPE. a ,, j"Y W 6. REFERENCE FDC BOLLARD DETAIL FOR REQUIRED o CONCRETE POST 4 0 W L3 y.In PROTECTION. PDC m N>0 D a 7. ALL NON-PLASTIC PIPING SHALL BE EXTERNALLY COATED AND WRAPPED AS PER NFPA 24. n IZ BLDG •� REMOTE FDC 0 0 m a O 113%1U-CHANNEL (.T CONC.P D GALVANIZED SIGNAGE N POST REMOTE FDC 3 ' BALL DRIP IN/4 I I o LAO CRUSHED STONE -x- EE l g ': \ CONCRETE FOOTING �, �T �% a 17 W EDGE OOFD CONCRETE POST am I TO SYSTEM '11 1=' FIRE Z_}10 �q#Ey( 111 LANE / L` C a !4� PROPOSED 4 W1B i>$ TRUST BLOCKING AS GRADE W gin m N gib ()REMOTE FDC DETAIL PER NFPA 24(SHOWN �.• ' : o z m t,0 $# I FIRE LANE.NO FIRE WIE•NOPARKMO W N ZO II-NTS FOR CLARITY). -36' TIT 36'--4 Z Off x .z i: b 5 4. CUSTOMER'S TEST COCK REDUCED PRESSURE ASSEMBLY REMOTE FDC BOLLARD DETAIL 0 U N ya W gg RESPONSIBILITY (TYP.OF 4) O NTS M 4( N J IB MBwf VP I_ar- FLOW VII PROPERTY ,' LEVEL BT 0 W W 0 gW LINE .�I�\ I I _ KEYED NOTES: W z rn 3 �� SEE NOTE 10 ' 11.1I�..�I• I� SERVICE I I ,.11...,.....• I II CD PROVIDE MINIMUM CLEARANCES FROM PERMANENT M O b6P CONNECTION. SIDEWALK __ 1■� ' FINAL MANUFACTURERS FOROBSTRUCTIONS EQUIREMENTS)G AND REPAIR(PER U 1 a yi SEE NOTE 11 }' SEE I• I�\ ■■ /GRADE O NR CAP KR.DRAIN PIPE SIZE MINUMUM ONE PIPE SIZE z TALARM O SPRINKLER SYSTEM Ix 6$ Ill • URGER TBACKFLOW PREVENTER.ROUTE DRAIN PIPE TO . 6 V� V 'F re • DAYLIGHT h COVER E%POSED END WRH 1/4'MPRDWARE TAMPER SWITCH W Hog 1„.. aL 6• p Tr MIN CLOTH. O CD _ BACKFLOW PREVENTER 0 12'CLEARm 0 LMC 0 ALL AROUND ASSEMBLY W/AIR GAP KIT H 135! 1B'MIN 8'MIN __�II`. `_jl� - III CLEARANCE CLEARANCE II T Q II `11 11 SADDLE MOUNT SUPPORTS ��I 18'MIN O ANCHORED ON CONCRETE -� -��� • CLEARANCE gg DETECTOR CHECK 4 PAD ARE RECOMMENDED FOR TAMPER SWITCH A=�_ ■ E ALTERNATE CATE VALVE INSTALLATION ASSEMBLIES 6'AND LARGER E�IIII■I- BASE OF RISER ■,�aii I © WI Il.. I SEE NOTE 12 I� PIPE SUPPORT DRAIN PIPE REDUCED PRESSURE ASSEMBLY-FIRE SERVICE I � �I= CONCRETE SPLASH BLOCK DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY FOR T AND LARGER SERVICE FRE/WATER LINE NTS NOTES:, 1111...1111 1111111=1/11 , 1. REDUCED PRESSURE(R P)ASSEMBLY MANUFACTURER AND MODEL TYPE SHALL BE ON CITY'S APPROVED UST. A4 APPROPRIATE TEST COCKS SHALL BE INTEGRAL PARTS MTH THE ASSEMBLY. ILMII1I SIDE VIEW ELEVATION i=1=1 4"." * `'•.S .. 2. INSTALLATION AND OPERATION SHALL COMPLY MTH OTY ORDINANCE SETTING FORTH REQUIREMENTS FOR THE PROTECTION OF PUBUC xc!Aiui0wu WATER SYSTEM BY PREVENTING BACKFLOW AND ESTABLISHING PENALTIES FOR VIOLATIONS. SPRINKLER SYSTEM RISER BFP DETAIL ' 9096' ' 3. UPON INITIAL INSTALLATION THE METER WILL BE LOCKED OFF UNTIL THE R P ASSEMBLY IS INSPECTED AND/OR TESTED BY arc ® SOME;NONE 3'�7S(YiL�: 4. R.P.ASSEMBLY MUST BE ACCESSIBLE FOR TESTING AND MAINTENANCE. glr.t WWV�``, 5. NO CONNECTIONS WILL BE ALLOWED BETWEEN SERVICE CONNECTION AND R P ASSEMBLY. 1. WHERE FIRE PROTECTION WATER SUPPLY IS DEDICATED FIRE PROTECTION WATER,BACKFLOW PREVENTER IS NOT / 6. IF THEP.R ASSEMBLY CANNOT BE INSTALLED IN A PROTECTED AREA THE CUSTOMER SHALL FURNISH AND INSTALL PROTECTION FOR REQUIRED. THE R P ASSEMBLY SUCH AS.CHAIN LINK FENCING,TRAFFIC BARRIER POSTS,TRAFFIC CURBING,ETC 7. PROTECTION FROM FREEZE DAMAGE MAY BE NECESSARY IN EXPOSED AREAS. 2. SIZE FIRE LINE BFP TO MATCH ALARM CHECK VALVE SIZE. V ef.' ' 8. IN NO CASE SHALL THE R P ASSEMBLY BE INSTALLED BELOW GRADE. 3. PROVIDE FLOOR DRAIN TO SANITARY SEWER NEAR BFP. ROUTE DRAIN PIPING TO MINIMIZE A TRIPPING HAZARD. 9. THE R P ASSEMBLY SHALL BE AS CLOSE AS PRACTICAL TO THE SERVICE CONNECTION IF THE SERVICE CONNECTION IS LOCATED OUTSIDE THE PROPERTY,THE R P ASSEMBLY SHALL BE LOCATED NO GREATER THAN 18'BEHIND THE PROPERTY UNE. 4. BFP INSTALLED MORE THAN 5 FEET ABOVE FLOOR SHALL BE PROVIDED WITH A PLATFORM CAPABLE OF SUPPORTING DATE:Ju•r 12 2019 10.IF THE SERVICE CONNECTION IS LOCATED BEHIND THE PROPERTY UNE,THE R P ASSEMBLY.SHALL BE LOCATED NO A TESTER OR MAINTENANCE PERSON(UPC REQUIREMENT). GREATER THAN 18'BEHIND THE SERVICE CONNECTION. FIRE DEPARTMENT 11.INSULATING JOINT CONNECTION SHALL BE INSTALLED AT SERVICE CONNECTION BY CUSTOMER WHEN CONNECRNG METALLIC PIPING ON DETAILS CUSTOMER ODE OF SERVICE CONNECTION. CLIENT 13.MIEN A REDUCED PRESSURE DETECTOR ASSEMBLY(R P DA)IS REQUIRED BY OTY,DETECTOR CHECK VALVE SHALL BE REPLACED WITH uHUN ^awA• GATE VALVE. PROJECT P yl-1.,, . • MBER C3.2A - &TFGVRII ITY NOTES TOT PROP.EDGE EXIST.EDGE CO., • 6` NO.4 DOWELS X 12"LONG ONE 1.ALL ACCESSIBLE SPACES AND ROUTES SHALL '4/ OF PAVEMENT rL OF PAVEMENT • END SLEEVED WITH ENDS CAPPED 0 COMPLY MTH THE TEXAS ACCESSIBILITY STANDARDS TOprO01'q I M - Al_ ZQ m (TAS)AND THE CITY REQUIREMENTS 10 L / J_ S• Oi')'G k N'/p , EXIST.AND/.'PROP. / � 3/4'TICK "-ANSION JOINT . Q 2.PARKING SPACES SHALL BE LEVEL WITH SURFACE 4s/N TN 1 6• -39'O.C., _N IZ •Mi SLOPES NOT EXCEEDING 1:50(210 IN ALL ®1F RCP CULVER (CLIOTYPN,-0 W DIRECTIONS.CURB RAMPS COMPLYING TAS SECTION $\O�p * •Jt ® C W Z F 4,7 SHALL BE PROVIDED AT PASSENGER LOADING F\J' MAINTAIN •1t 2 4.1NILK MINIMUM W 0 f ''�L /` / N,K AAA-W2.9 A 2.9 Z Q J Z N ZONES. O%1r• 2'MIN. �, /�4//.// 0-K i F• O Q•0 0 ].EACH ACED AS PARKING SPACE SHALL BE 1 (TVP.( moil, nil��Il FF���1.M— a n o It I :_ • —. WELDED WIRE FABRIC QQ DESIGNATED AS RESERVED BY A VERTICALLY U a C M J • MOUNTED OR SUSPENDED SIGN SHOWING THE SYMBOL OF ACCESSIBILITY PER TAS SECTION 4.30.7. 1-a U e ip' VAI `r'llLBASEIf" Q' � PROP.SET. J 0"'Y y(A _ Q D WDA,III MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY. S��'r/D ARE , N �' — — - - -IT PLAN FOR SIDEWALK m N>0 D a O.CHARACTERS AND SYMBOLS ON SUCH SIGNS Htl'tN,t f�j ��F F '� ,,,,4\ . VARIABLE I PROP.RCP EXTENSION WHERE T p m Q a SHALL BE LOCATED 60"MIN.ABOVE THE ;y TOR $\OS SYYt '•tNOT TO SCALE Q a 0 GROUND,FLOOR,OR PAWNG SURFACE SO THEY "-I' ® REQUIRED(TO BE DETERMINED O OR AS SHOWN ON PLAN LAYOUT. IN THE FIELD BY THE ENGINEER. 2015 CITY TE,dr SIS CHRISTI PEDESTRIAN CURB 0 CANNOT B E OBSCURED BY A VEHICLE PARKED LIMITS OF CURB,CUTTER,k SIDEWALK STANDARD DETAILS C IN THE SPACE. ,,.,, TURNING RADIUS MAY BE PROP.ACP OR IF NOT NOTED ON PLANS.) N SIDFWAI K NOTES: B.SIGNS LOCATED MMIN ACCESSIBLE ROUTES REDUCED AS APPROVED CONC.DRIVEWAY I. ALL EXPANSION JOINTS TO BE 3/4'REDWOOD EXPANSION BLYRX. SHALL COMPLY MIM TAS SECTION 4.4.2. ®PERPENDICULAR CURB RAMP BY THE ENGINEER. FOR PAYMENT UNLESS OTHERWISE NOTED. A CHARACTERS AND SYMBOLS ON OVERHEAD SIGNS (SIDEWALK ADJACENT TO CURB) PLAN OF PRIVATE AND COMMERCIAL DRIVES 2. ALL CONCRETE CLASS U.3,000 psi.ALL STEEL GRADE OX,ly SHALL COMPLY WITH TAS SECTION 4.30.3. .s tb•�Ps'. ' 2015 OTT OF CORPUS CHRIST PEDESTRIAN CURB RAMP STANDARDS 4 TOOT 2015 DRIVEWAY DETAILS:PRIVATE COMMERCIAL ]. CONCRETE TO RECEIVE BROOM FINISH. R 4.SLOPES 4.CURB RAMPS SHALL RAMPSP WITH TAS 4. TRANSVERSE CONTRACTION JOINTS 1 B'WIOE BY 1/2'DEEP SHALL SECTION 4.8.2.TRANSITIONS FROM TO WALKS, CURB HEIGHT TRANSITIONS 4•' ■>4 HURL vul[S / 6 GUTTERS,OR STREETS SHALL BE FLUSH AND FREE .: M I lA. 4 BE CUT IN ALL SIDEWALKSRAT 5'-0'INTERNALS(TYPICAL)OR THE • FROM 6'TO 0" 5 OF ABRUPT CHANGES.MAXIMUM SLOPES OF EAT INTERVALS SHALL BE SPACED TO MATCH THE WIDTH OF THE SIDEWALK. ADJNCUTTERS,ROAD SURFACE IMMEDIATELY ELY �r ANNA.LVAMIM NAM. ,, '' " °A•`' L7 06 ADJACENTTE TO NOT CURB RAMP,OR ACCESSIBLE .� _'•°'' ow w1P1Y.. I WA3/8' ROUTE SHALL NOT EXCEED 1:20. (ANDINC -'1+•Y "'�I CIASS 890-SLSELF-LEVELING SEALANT COW CORNING Ih I ii ii Z}to r l 5.SURFACES OR CURB RAMPS SHALL COMPLY MTH -� -^-'v e SII AL LICONEJOINT m AL OR I e -Q DI $� TAS SECTION 4.S. /aQ ::' I ir:L rm BL Imit, .87H41 NNr iAL_ Ls HEA A REFER TO TOLR TM 99-15 FOR VALID SURFACE I.J PY Z-�— �:� •.•' III�II ,,�.�•N MIN M°AC".FpLy • 4 IJ Df D) `B TEXTURES. (!! • el,'\O•ry9° P�Ql; IIN WN1n ,.T•N,i1 I1 .11 IGH ;- n 1. B.FOR PURPOSES OF WARNING,THE FULL MOTH 1/1!111 F' 0 P+ •`•(A, 11,00111_,„IM[t 1KL 8 d is .T 0 1.0 t`N o AND DEPTH OF CUBS SHALL HAVE A LIGHT I1G///�/1111111111j1O 29 * Ry,; 8 ' Z ` o.e 2 e MAyp,e�,b DRIVEWAY PAVEMENT SECTION.- b REFLECTIVE VALUE AND TEXTURE THAT °:8^a°8°o'�hIIiIIIIIIIN011111111itllllllllllllllllna Z a y SIGNIFICANTLY CONTRASTS MTH THAT OF OO TXOOT 2015 DRIVEWAY DETAILS:PRIVATE COMMERCIAL !. . Q O W x • 'l� ADJOINING PEDESTRIAN ROUTES. "-— BACKER ROD ° A d F O W 0 N kgb cuss 5 SEALAIT DOW CORNING Wil/4•-5/8' • ., 4 Q.F 1; A5 5' CROSS SLOPE NOT TO EXCEED SELF-LEVELING W1/4` a rc Q ul J m IE RAMP M707N O 2X ON ANY PORTION OF RAMP SILICONE EEQUALFAL OR • = e a - ]4 N OR TRANSITION TO STREET `4 1` IJ W W" i •IN.JACO P61 DIRECTIONAL RAMP WITHIN RADIUS , — , - a 4 - • m Z 3 eg€ /PAVEMENT a .• _ Q• Q :g L/ PAVEMENT IA BARS 00.C. B (SIDEWALK SEI BACK FROM CURB) ^ , E CONSTRUCTIONUDINALORT ANJOI ` ' • a 'F ,' 10E'W' 2075 DRY OF CORPUSCHRIST PEDESTRIAN CURB RAMP STANDARDS t' }� '.., �, _.e e V „ ° 4 Tag �*/'..414M44041/ QOM.�!/'„14x,�\4:,"4,1v0 ;, GCUGEOT sueE0-1 I FIRE LANE n NO PARKING-FIRE LANE 14 I ' 8 W M 7. IIv \/r\p��`%, y q r sPECIFIcgrKM13 P�, , a . a CLASS 5 SEALANT DOW COMTMNG 0. ,y€O y�...J r?...G r.A/.r r,i iJ..✓iw FIRE y d e a 890-SL SELF-LEVELING k I- F HEAVY DUN PAVEMENT SECTION gSILICONE EQUAL SEAL OR 1- hg! 61.4 1/16`-1/4'. APPROVED ODUMPBTER PAD AND LOADING AREAS,ACI I FIRE LANE NO PARKING-FIRE LANE INMN.SAW CUT`.. a �L a , "- TRPFfIIAN 3,500 PSI AO-3X0-07 n.9 e I- ^ S �sPAaNG rw.� SAWED LONGITUDINAL JOINT /CONCRETE PSI 9TNERAL NOTE �LL 1 „ r 1,a\SI` xf � // CONCRETE STRIPING TO BE GONE IN ACCORDANCE WITH CITY STANDARDS.THE PAVEMENT (a/�S6 S / PAVEMENT NS BARS Mac. MARKINGS SWILL BE FROM THE TOP CF THE BEAM OF THE CURB TO A POINT EVEN WITH ' a J a L FOAM soma ROD---- THE DRIVING SURFACE. W.1/4,1• H • M o •" •T `• STRIPNG DETAIL ..57.:'X,y'%r\L�'15:D�.LAL7Q��p .,VI'';' f.FAINT 20 LANG 5650TH DOWEL_/..7-'4- d a , W-0 -'Gr \\�\r\r \ t.T STRIPE SHALL BE MIL(PINCHES MOF PNNTEDMTH AN IXIERKNi ACRYLIC L \lri\O�I�JI�\\%\\ptp�//�%i\\pJJ�Yi�✓T%OJ`� PER CEOTEw LATEX PAINT. 890- 5 SEALANT DOW CORNING 7 �p I d 890-SL SELF-LEVELING 1 10R EQUAL. ` I•.A �\I\4 1:\TGCr:*',,,\i��\GN..-,T j� BPECFK:AT%]F6 1.2.LETTERS SHALL BE FOUR I T INCHES HIGH 1.1.1.CCLOR SHALL BE'TRAFFIC REEK DPAINTED WITBH AN EXTERIOR ACRYLIC SILICONE APPROVED ES ALNT EAL G k ' a j;:41, ,S � 2 LATEX PAINT.LETTERS TO BE ONE HQ INCH STROKE e. a LOAD 7RAI/5i�1 1.2.1.COLOR SHALL BE'TRAFFIC WHITE'GLIDDEN NO.583246 OR EQUAL I EXPANSION JOINT I ..., .z. ... OMEDIUM DUTY PAVEMENT SECTION 2.APPNCATIOO d " 4 ttEVTCE [ (0950 2 FIRE 1)21KAND DRNEAISLE AREAS ADITRPFFIC 2.f.STRIP MAY BEBRUSHED OR9PMYED.ORE COAT iOFlNeH. a ;. AO-33 RV•B' Z.J.ON a SHEER BE STENCIL FORMED,BRUSH AIgUEDANJ SPACED AS pETAILEO „ 4 A 3/Mort tW .. " , ° �'•!/t(yl6lp0 ACI-330R-03 2 h.u Mw.2,B99 PSI © FIRE LANE STRIPPING CONCRETE // /tow AVEMENT AL3BM900.0 IFC 2015 SEC 502.1 BACKER ROD 4 •• ® _JOINT SEALANT COMPOUND /J/ • „ �1B EW NOTE THE bFT WIDE FIRE LANE SHALL BE IDENTIFIED AIRO RED PAINTED CURBS AND WHITE 'NEt/4 5/8• d NOT TO SCALE � b V� LETTERS STATNO'FIRE WJENO PARKING`AT SOFT O PAVING HN 30FT OF EACH Y� ��• BULLRING.UPON COMPLETION OF THE PARKING LOT PAVING VERIFY THE EXACT i . ni 2015 CITY OF CORPUS CHRIST PEDESTRIAN CONCRETE PAVEMENT STANDARD DETAILS "ti '-\\'i k:-... Loc2TION MrH TIE FIRE MARSHA'S OFFICE PRIOR To PAINTINo.THE TIRE a�I a•. COMPACT suBcnADE 4 1/18•-1/4• d GENERAL NOTES PER GEDTEG IRE :7i ENT RESERVES THEE TO REQUIRE PDDITKNYLL PAVEMENT FRE LANE \\\q \\ IDENTIFICATION PFLER I65,01CC OF LIE CERTIFICATE OCDUPPNCY,FTHE FIRE 9WTNL 5 RXII d 'V\J WGA' SPECFICArKKJs DEPARTMENT DETERMINES THERE ARE PARKING ISSUES ASS/MATED MTH I. THE LOCATION OF.KIWIS SHALL BE AS SHOWN ELSEWHERE W THE DRAWINGS. ... \. .. .... .. DANT/0010 OF CLEAR FIRE LANES. - d 2. THE JOINT RESERVON FOB SEALANT SHALL BE SAWED UNLESS OTHERWISE DATE'Jut,19 2019 OE FRE MARSHAL'S OFFICE SHALL INSPECT AND APPROVE THE PROJECT FOR FIRE TRANSVERSE SAWED A . 4 d ~ SHOWN ON THEµPLANS FOR THE LONGITUDINAL AND TRANSVERSE '3 LIGHT DUTY PAVEMENT SECTION SAFETY PRIOR TO ISSUANCE IF ANY CERTIFICATE OF OCCUPANCY.THIS WILL INCLUDE CONTRACTION JOINT A ' R CONSTRUCTION D THE TWO SAWED JOINTS. PAVING DETAILS ON SITE PARKING AREAS,ACI TRAFFIC NUT NOT BE LIMITED TO ENI SION LOCATIONS,EMERGEN Y LIOHRNG,PAD FIRE a 3. THE JOINTS SHALL BE CLEANED IN ACCORDANCE MTH THE SEALANT CATEGORY"A- EXTINGUISHER LOCATIONS.CALL THE FIRE MARSHAL'S OFFICE TO SCHEDULE AN , 4 MANUFACTURES RECOMMENDATION.PRIOR TO BEGINNING OPERATIONS.THE AO-3308-03 INSPECTION APPOINTMENT. CONTRACTOR SHALL SUBMIT A STATEMENT FROM THE SEALANT MANUFACTURER CLIENT SHOWING THE RECOMMENDED EQUIPMENT AND INSTALLAMIN PROCEDURES TO BE USED. MRH91N STEM ND. 4. THE SAW CUT FOR THE LONGITUDINAL JOINT SHALL BE ONE FOURTH THE SLAB PROJECT THICKNESS WHEN CRUSHED LMESTARC 5 USED AS THE COARSE AGGREGATE NUMBER C 3.A F510.2018.020 T n 111 I �- - _ J — 1111=11111111111f E 11 =,1 11 1 11� a S = 1111 `hail--041� III 8 �iIIII.'. .Vii16 -- ..1.1.:..__Wigi=' ri11=•::=:1_ur O 7. 1 frie41.4-"2::n1.4ii=:::1Yiil iii=n5m!airji' ,= 1 r •�8a7� r l�nr blur lam Iy nmI 11 4?Tyil�I11fjlltilll .I■I11t o "IIi.J!i-L imir • F.+ u t 1 : _zgA, 1 I' I .�° �l�ti t jyl'i IIlifyII-.FliE,± 1111rIililll•:=1l igii a ry�` II — I—cune_I -iF .9-a; ��IN.10 m1■�:=: nITIE= ;t Qui i 1 i O II x. II q ; ail -r�.,11117. @i. x 4iIP! 1iLi1 m r CI 11 . • IIIM —` 1 gm fo -1 I IIII ..-- -- .. _111 1 11_111111_1111®1111 - — — a O `I. •1 _ r�,I��C°���'�11i111-iiia �p II II I 1111 —t a- 40 4s 411�_ur! P � -Z= IIIA 1111®1111 111:1411,01 –�is(nn 1n C —torte:.'; . . ,�° • 4•'i' L- - ..x.....xxx..E,E.�E.rt...xEn.,LI,+ �1 l II p ° . rt E.E. It z1 .1 91x.x1R N Ams e Iran>.'"L — _ °�• o� m�a IIIA g 1° ����� 1111 IIIA w p I ITI n €.=,1111111111 l 1 E ,,— _IIIIII_IIII®1111 za o o A y TSPE FIRM REGISTRATION NO. F-7461 [a x r 1 t . ., in BALLI CENTER °O_mm DD C ?�'` VANGUARD ENGINEERING man C . RIZ %� �"' g +r . / 4019 EAST EXPRESSWAY H3 15401 SOUTH PADRE ISLAND o DZ x %S;�g; !/� WESLACO,TX, 78596 DRIVE (PARK RD 22) r0 o �' @@ (956) 514-5085 BLOCK 13, LOT 1 R i` [C Df PADRE ISLAND NO.1 W r THIS IS MTMFROPCRtt of THE PROFESSIONAL ENGINEER xx04 SHAH APPEARS d THIS DRONING END IT is uxuw[u 10 CORPUS CHRISTI,TEXAS ,� .m r ' REUSE S MAVENS ON ANY CEO Tis OARSE*OTMWO CHE WRITTEN[0`4x1 DE THE ExNROOT REPRODUCE ANY OR ALL 0 z g^ BI N N K^X I� ow ,2" 12 -pre spoor far roma w 0 0�•Z I- I TSP."A• f unequal thlaknese TYPe"B" F D Q ------- NOTMsfap-• WaterstoD-. 'Use sequel for stems H, x /� �'�< ,yy \ of unequal thickness Z Q J Z N Face or i Faae of i k /i. i T�T\lx woi1 -ti. Wal l— 1 w.�...� PPP" _\ W il - -Veertiaal%+ r '-:.., _..�_ U m Bona F.1" - i Edge of wall WOe of wolf J I-a'0 I-U [No t 3-.0" I/ems S Compressible plug Bars l J D-V w N smooth aawala u at i'-0" •c / (sponge, etc.1-� pew"-rr m N W O 0 7 b �.. _._ _._._.._._.° ._ 1 �it m a� 1/ ----P@rmanMi $ 0 O U ExponalaT `I" I.D. Polyethylene ,IJ 112 JOint mat'( $ sleeve or aP with i-1 30.roofing felt e i {e„ -Fare of wall Cho-lifer ` Face of wall N'Chamfer __: EXPANSION JOINT CONSTRUCTION JOINT a ;is I ,mow I I �.a I B" e r 1`; AS DETAILED FRONT FACE VERTICAL - xg 4t alt r Ty• I� mi ALL HEIGHTS BACK FACE SLOPED ll tt €- Ieoaia for Parmlen+i j i ! i �d �CI a Z}ID SLOPE DETAILS ---t iY,1.yminL, '_Ya-1 % . 3Y_r• 1'/e' W3N ID "e^'„ !lolls with slopes Other than those shown may De used after �� 2.. p. x" l 2 I. 4 W N m m gi= u v approval any the Engineer. Sw shall not be less than shown %p 2' 2' r Table Sheet 1. No payment will be made for excess . Z BI E) ?I5 concrete ane to changing of lope of wall stem. PVC WATERSTOP TYPE "A" PVC WATERSTOP TYPE "B" Z W W X ID XoY , F ?6C hotel Dimensions and enapee C r':- -----_-- ..--.-T.__ ._............. --4- mar vary slightly de0ending ZX st _: y„ .1 I'-9” M manufacturer. Z W •-In E FI E$c --�T��NoierOf "ole or re�woiersioP Q 0 F O ID X' JCrua o alone„furnace endo. reGyaled Q^ ' ? p 5 combination there Cement concrete not be used. GENERAL NOTES( 0 Q N-I in NAf :`E - Finiened grope walls ore designed assuming it weight of W 0 W In Dl b8X W85 Type Ig \-11 all • 10 pct. a oefficient of na onta [f W" u t'4< Malerpraofing N earth pressure•0.3J. Q > Eauut u Soils designed to provide a inilnm fOctOr W Z DI> S.i /Type 10 Wall re aW a" tl a Won or of Safety l Oepth"g In .ate The i dsfromm Q^ 2.1 El II Waterproofing :F e a aof >C] � w EeE Bora 2 Ot N Dottom of Key uP. Shall not oe I a than 2 fir-„- D" g• °8 Retai n,n0 molts ore decal led+o be DIOCed on C g 2 c C 2 ----T`— Oradea up thru lox with footing level. with no C g p _ Fi Icon FODr Ia grad. C n :ar..w• v.,, CI Gov '� I hanged In reinforcing steel. Steeper '"-" k^ l T1 - I c be adcelmodated by shortening Dors Al d B W ga a 9• 1 Wpar10 M 2 at III 11.12 0ed N 1and increosIng length of legs of Bora U by ton d IS i proofs 2 c '� x BARS 9 I S) 2• 1 sane Pro1nt. tq hanae in 0uontirles well x iI�D Type 10 i1lron involved Dowel Bars F=`j pnif Bare 2 whenq• material m Naterproofln0 tlifTererae MSP Hales of Retaining walla may be Placed on Horizontalf• g. �I in top B' max (slope (Tyde CI curves by odlust'ng lengths or footing Bore T of footing elevor ions no dna nl 1' 1 ala H. Minor revisions of Concrete Quantities yT ���._ is less tnon 6'. rarOware cloth I Concrete coarse may be auir d. y tend behind //�^aggregoto Designed, cerdanoe with current AASNTD Sg Iv �n'•s'^t -Dowel Opening �/z Grade 2 Or 3,j Standard ono Interim Specifications. ±4. Bora F `„ I All concrete to be Clare'C". € IIII����----����1ITT Finished tS4r yIr Dips undertlraine A11 reinforcing steel +o be Croda 60. v, PARTIAL ELEVATION PARTIAL SECTION Grade, "r" il� a r qui and,outillets SHOWING WATERSTOP AT FOOTING JOINT Too of f tions t,e and ata dol aturbed Mall be as shown or anpacte0 ] • of the ern n eta ion ��Unreinforced Class•C Concrete Men Difference in tOp of fOotinq ♦ 943 .,, ,� aggregate anal De coarse vations Is s ikon 6'. emit when Dowel Bars F can de 1 approximately centered i! Placed between polaceni footings with<"cover top and banyan. 5 a•v Ant on he underdrain pipe. •.♦ it -a j If pipedunderdrweinS moles. j'i `'a FOce of Fail or Place 10e and St sof Umoi E tfi d ! . O es. DopI1411erIfdT WIC11 &masa to WWOM9t Wall - _i, --T -TYpe 10 undisturbed eoii _ u ,03. rrve to Waterproo*1 '' RETAINING WALL a• nWrls4ae`�, N waterproofing 'VUTie N • MISCELLANEOUS DETAILS DESIGN " ` . r DRAINAGE DETAILS AND ��/// 1. B IY I EXCAVATION DIAGRAM RW 2 1/v/�r (�. C II- r 10.T.00/fin.Jut �O:AA H s "X" H "%" Note s: Stop coarse aggregate at this level when weep pales are used. g,.1 m Olt MO �� W .. Note Bi Use coarse oggregote to here wit,filter nater sal above wnen Y+' ""n"'^ DATE:,IYLv 1] a S JOINT AND WATERSTOP DETAILS unclerarane used. .,,....,.., �, O19 eat" I M RETAINING WALL DETAILS CLIENT Na".N .....o lT NO. PROJECT NUMBER C3.0 END.20113.020 COPMa t»e srzur a. 4, ......... ` \ I t.e]LORES GENERAL NOTES. um.urtu.n an,clwL au,r OP me D yy _/f_ __ __ 1{ rR A.BOCK 215 Atuc9.A.w ! \ \ ! 1 { ADIyE ISLAND No.'1 wnAw v.i.oF IT TT SNAIL x FREE n ANY arcwe co outou "umw cf r.i.w I a Z `G�=,� y_--h'-_`._- •--— ► ,..e`lA I A AVE.\ k= =�=p vJ'yj `irk N. rz,.a m,°mrµF,.EFm E me, m r.,,..° m (0N rc.. It I .. .. P '' g W No MAMA �� e •.. /,►:F • L.. �;y `: '' 1 y�� ..aw cwlwcloa,mRL TAFT AAL m.ENvo,x PRIOR,o ORDERING of„+E.1-5 W , F Z F Ge/ I( —__ N I 4909 A TR 4'"...._...5. - H9 97. ExL ,j, •. _ r9Rn ~ +- mm cr n,K oRN "a`6 o.NER.PPRwm.`,...7=7,'.7.1,`"="1"`'` Z Q O Z N ° w ' C' - -' •`' 'S - I •I = .VAC...SMALL DE M.A.N U =4 Pl g i II •.,Ee PRh Gam'--=--- '� .[� 1•�,.' %�_ �--:__�__�1_' �t aif $ SITE 11"',.",/I '/.'.•.%i.•.' ` ,[••. ' • %" - 'Y!:':-.Cx"` 'a .wNNER DEE..ED DDDR PR.rNEE Dr INE,R.DE�Nw.wD. woRm Ew,m,�ND m�D.e,.,,,ND.,N, =1 Fa �U • ee • G € — �^•``. • ....."'..'..:::..•-.•....'',..' .`� s••••••-•-/ ,__�-I�� DNDERGROVND LINE:.E.FOR cop.,.DE.x I N..LS w.m.N,EN,,,n,o wa...,STAN.a,I. a 2C1-;U WyF 61 R ;9�': :-.l i r.• '::i. �'. �,,• •::•�''�': � .' ''a or, Y',/ ..DR.,,....RE DONE m,«D�wEr w,N DED,EaR�,.REPORT m N?0 Q p • . . .01'" Lt zoe.eLoc F . . . , PADRE BAND 00-0-0 GENERAL LOCATION MAP 1:2000 b ip rmIi T.F/Wriwan - _�•7,.2 -!%•-iiL.PT f1- :-.7.22-7=5.f/C'--701E.--.,;:',r ...•lOy 7 / a U Ln PROP ,V_� -- Ire3": CND At i• • 'Id!. I LEGEND INLET SFr Iv.ml� '� " �, .0.-TE / GRADING LEGEND g.'♦ .MIMI `. -:. .TE ��,.r ® RU LLINic FOOIN NT =.: 57,1 N 1 I,ur 1 , )(Iz PROPOSED ELEVAIMIS I�� PARKING OT AREA PINWORM)GRADING /� I')/ .r I / xJ EDSTING ELEVATIONS '%II 2,EST MTLAND AREA RCBeWTIC Lmb '0�lir-'I / y /� ��I�" F f]'�II •r/ 1 DRAINAGE ROW I� EAST PRAT TIME RE HYDRANT R4 Top =`g }�, _r I:! �-:r*rA� f W �.R"(tl'�i�/ I G Q"x ...PROP.WAFER METER 1f"I . w. W storm p.m, ,1 V :A' ' ✓ MA11sI m EDsnxc DEVATION PROP.WATER VALVE L28 ,. J6 ° A , A, mW Top a PUTE TRANSFORMER 21: ,�j� .•i' I i4. TO TOP Of INLET EASE SM.roc TOP a aTm TBNER MANHOLE 0l0 !re ///`� �� ,•\ IDS TOP C<SIDEWALK NSEVER MANHOLE.•� ! ��� //A/, -•I•:°� I DCAI roP ar wuL PRro.nEA Z-a•Q N g 1111 ! 1 ` TOP a GUTTER ..a PRO, W N 10 9i= I�n.1' ..�.. � � -� -N I.,.ro,i I, INLET FLOW UNE 10_=PROP_COMMIE RIRAP W WNW 03 `g`s= .MAN W ! it s� ! .YO 1. NE MIMED ttaDR ELEVATION PROP.STORMY/Alm LONE Z m N p .. 1 i y+ , 10 ro AIL DRANAGE ROW LINE ®PROP.RETAKING WALL p W N €a= y ! x% e A r� �m Z Z a J-a g4F d % Jr , g 1.2 18' t F OWU E0 g6+ � r oP. x . 1 L=185' < CC N Q 0 q1E rzcR.A :TM COMP.Y.T. s % ' IIPo10,220 CF , I- 4® V :1,L;.1® 1 ▪ O 41 •I�` • _ A v,wus.0 s...s ro Fos Ai nmA, gy J//. Y L 'O'°'p1...r,n.wr...a.......A..I.L E.aNR Z a yGi PROP awe a ®•RB • . CU3aT•. '- le R M bg< ame MS uNOTE ro.E.,...wEow _B ION FO• n _ _ 1 _'6 - y --— OPROPOSED DETENTION SWALE DETAIL jE. ep8 Na.HND,.eA, ywEL� ..,,-.. - :lgxs� ., ar •I A- SCALE: N.T.S. W sah 0.0.10 To PT .rFnw w�IRx.r.IrH... ya 13:7 •R�E.un aax � � • • L. �' y 18 } m TIN. T A. aN ROAMw .L0E011,FRAME a..,a1.4IA V E S, sdl'Yb 3� 47�S:oU _ ir3 = 8 F 83 rzI..a NIL 9 aEr.ERED,,I mm.NGNw.NED„rLL HA,R.RIEr,mA N.....N.... ��s �,�i at .. e a kV A o o 10 220 CF =s >�,.° L.FASTEN.,NH.�mo,NR�C..N,E..m A.M.>¢ 4 ___R�N°MTIM� RR e' AMP ADM ® +. A__ l IIJIDSWPING e•R SEN • N lh L1 (ALTTFR xtzFrzOEWIENADJTT•uc sal t' LANDSCAPNG SCH. i9 OD.22 �/J1 TNL a c.Nlu,rlcv.c.x.D,un.N ONE' RETAINING 02.23D w/6`t 9� .. w• © RETAINING W/D:1 SET �� 5,840 C 1 1 V € AAAAAAAAL '_"�zcaL, SFO?f H PADRE ISLAND DRIVE ECNAo,ez."% L LL-ROB '�-B5' 2 4-6'- A DIII (PARR ROAD Z) .e°....e'In..,,,,.afro w`, ...,....A,'"°' 6 _____ R.O.W.__ _ _ ______ _Q___290.0' B_1 PROPOSED DETENTION SWALE DETAIL M-SAM I.-EW SCALE: N.T.S. .wm M Ar Lowe per: ODRAINAGE&GRADING PLAN R� 125' R, SCAM w 1......1o-.zo I I_,.7 A:1e L]D: :I 1 53,550 CF I' L=450' S,,,.!,...!!...,.r...,71Q (.5. • ---7----..1L AREA TABULATIONS as a.1 50 Kla iuoe CM?i. ..Fa .Inb . r.a I..-I o-ans 1.7.7 1 A-LI.I-I..,.SEs I 25 _ 9oe57 1;.il 1 c NO�) BUILDING FOOTPRINT AREA 38,605 SF I,a,Ry 9tlG 1 L 10 C i EN y%`+r Y,,"e`�. . �- °1L1!1[IIII_I PAVEMENT AREA 96,632 SF I T.L.A.I GRra I I- '. B 1-ae7.-. 8 {' 113' f T iV L ..... ....�,i GREEN/LANDSCAPE AREA 78,508 SF u a sa a 00 MAMMY DEMEANED MADAM,/x OF vOLINE.0 BE DRAINED To PONDS AT FRONT C G G WCPu r.”.r-��� a oaw,R.. I D-A_I G_ I I. 1 A 1_,a. aal Aa'ROMANO,/2 VOLUME BA.ONE MANED TO NE REAR POND(EXISTING) / TOTAL- 213,745 SF ,2N,RxnmGG _EXISTING RETENTION POND DETAIL PLAN OF STANDARD GRATE INLET SECTION C-C or I O.ru-I c-D.AD I I-9.9 1 0-510 104.2e of I C-1 �� t¢ SCALE: N.T.S. yr .m.... Im,D rNE (7A mwRreDRFG ,AND IIDFWN K MANN/.E RRO a.0,0 0c-c0 DETENTION REQUIRED SY: 9,511 CF I o-a.-I c-Oea I I.wA I 0n910 1-18.1e cm l DETENTION REQUIRED 10Y: �, 1. 1116112 DV/XS 51.011 C011-1110X C/811116.MAID/1 P•41P3 orA so.ARO PERFER M., .m,W.r.TI..,.a.u.,IN...FR..,.D„IN...:,,,....IR.o DETENTION REQUIRED 25Y' 15.298CF I A-Q.-IS TO l wpm10.01 1.0...I _ 63,000 CF DATE:Jul,12.2019 DETENTION REQUIRED 50Y: 18,929CF AO1Nro°D°�e 50 - II' DETENTION REQUIRED 100Y:19,282CF - (� DRAINAGE& m..ININI Of.N. I FNFI.I T. 1 01'0 .-2,e k2.2..91 1 25 10 G GRADING Om '▪ •0011.0.Or 00121.a 11117:111nte/m1 01X111'11.111 _ Io- MIG ..I.1.. A-x.le I_.9x as I 10 f 50' t N in A cuLNT • poop.10[00/70•noQ m.ID 0.�Wm. p'a'IaR NE WO IRA r.Aw 11(10•1•110111.6100 611.1 I A-OA-I o-O.wl o-a.'I -TION I A-x.10 Lmn as) PROP.RETENTION POND DETAIL o 0 IOAH=IH R..H0.. sNEET NO 0301.11�P RRGRAOTORNR+EST DETAILS ro SCALE: N.T.S. N.MEIECA C4 ENO.2016.020 CamwT 1019 0 & cw UNIT COHERES Z PROP. TOP OF WALL 3 PROP.12'BLOCK ,oP rt .PEenw Ru Q PARKIN® I 5.56'T.O.W.] O, LANDSCAPING CCNCNE2CWESNE It'°EEPS J ^Q LOT .RETAINING WALL N N y' X ® PROP FRENCH DRMN TOP OF SIDEWALK y W N^Z F EPONDNTKON 1 I I 18.74TO.S. I \ m - .%C ''%—2,,v� a1 Gy%��� �w u`I°w+rs"c'�acRu�au'°ne ■i�O��O 0 F i\\ (>' ESua I•i i a¢3 0 1= \\�%���\� �\\ /ia..... l 55FL1 r.�11i\�/�ilEa sloE°�"`w a`' •�� v x a m g x _II�IB111111111111111�D 11a�1---IIIIIallll l lllll_I IIIA I II III IIIIIIIIl11 ililIIIIIII�IIII I®IeIII ILII 1 111111 II ii�, PE j =a"W '����ai%'< < OWu�N IIIIII=111111=111111 11111=null llli! 19P=iiiiil=111111=IIIIII�IIII VIII®11111=I11v' �A o,Il°L�:^„"SPE m M>0133- llln=IIIIII=IIIIII=11111I=11111E1111la111111-111111=IIIIII=1111®IIIII,01111W I". °E„„°IAP IE,Ea. °5•w=EK R,NN o m a a LANSDCAPING RETAINING WALL �����'-111111 11111--11111=IIIIII=IIIIII111111:=. O v v ®SECTION A TYPI A TIS.—G AINING WA In N5,,°sc.NT '''.'''' PROP.12'BLOCK LANDSCAPING � PROP. RETAINING WALL O PARKING TOP OF WALL rc ' R LOT TOP OF SIDEWALK 18./6'T.O.W.I y y4 I SOT.O.P.1 ADDITIONAL FRENCH DRAIN IIl 18.85'T.O.S. k �JJ\ FILL DETENTIONPROP. 152 FLI �� 5'CONC. 10ri i5> \ 7.. \�... POND �i SIDEWALK ADDITIONAL m 'IIIIII=111111 lli( I1iIiI= B-1 ,:-111 1@II \y {�� FIIL PARK ROADEXIST. v ii} 111111=111111-111111=11111=III... 14TFLI — =111111=111 I-111111-1 ,������%.��% . WROUGHT IRON .' WROUGHT IRON 0 WROUGHT IRON WROUGHT IRON $ GUARDRAIL GUARDRAIL GUARDRAILGUARDRAIL Q PROP.ORATE INLET PROP,ORATE INLET J- QwQ PROP. OMIT DOWELS AT PROP. PROP. OMIT PROP. 0I N C 0 W PARKING PARKING DOWELS AT - ILJI LOT GRATE INLET I 10.ttl TOW LOT PARKING 110.11,TOWI GRATE INLET PARKING 110.9.TOW w N O F LOT CURB " 191 T.O P I CU S 1 SAP TOI I B.Y Toll CURB 191 T O R I CU0.B Z a O Z 0 11FT H RETAINING ' `\\\ ',FT H RETAINING \ O\\� \C 11FTN RETAINING ��//�/\\/O \ 11FTH RETAINING (J a M1 WALL-292 LF .1-- 2"� WALL 292 LF q �\�/\"� \ \ ' r WALL.21]LF /\/ /� \I r. WALL-218 LF Z '� I E I ILII- p��/. 1�I=1�III=111111 I_��/-it- \\//- \ /\��\4,.., <. e%//=81 M.--.i1IIcM1111 / / r -I 0 yI U w W •6.r E \�/OADDITIoNAL;..., ` -1111115111111M1111" ,. 4 ].,'FL ..s , �/� �. r>Llillll ailll =1111_- 0� `�, !,�:��<111'.-o -11p1- !III II m 1O>_a o NAT '' �,�\ /FILL ' �\/' 1=1111 .1'1!11' -111111 it. 1 1 ./\/// �' ,r I 11 _ �� / //7 ,1I//111111tH-/71,TIll lil11= _E m a 1 "u"° ` , / � 111111 mill liwii=i'L:°; `�i��;� � : ° :1116- IIIIII II �o� i��i;Di %`=111111 i ' Aa� i .� .WIL - - A mows �\ A.SANITARY SEWER PONTPGxT OF SERVICE FOR TENANTS STARTS Ai LEASING lamos UOUTY UNE SPACING NOTES: i This notice of authorization mustbe `,�\\ WITS'CLEAN Our,SEE E INSTALLED PLANS FOA ANT LEAS. D 1.CLEAR TRENCH OF ALL ROCKS AND DEBRIS BEFORE �e� rrouT SHAW RE IxsrALLED FGR VACANT LEAS.uNns; Z ADDING SAND CUSHION. L� conspicuously displayed at the site of work. E TExAnrs WALL DEVELOP PLUMBING R00$TO calxECT TO 5.. ^ 2.COMPACT TRENCH FILL TO 95%PROCTOR DENSITY. UM.DIANA Amy Cn,•01 En Sn9ROUT TOW Y QDEVEL. N N LC P p:mnom • , \ 2UISER ST C.ppxEGnc 00000 PONT a scRNcc 0m TENANTS STARTS AT LEASING 1 ].MAINTAIN A MINIMUM OF BO INCHES UNDISTURBED .'/DDD Ful 101n1'•TAWA �03V_ - - monlallpr-I-,-PPRoyrATE N^0 W v.u.AW a EARTH BETWEEN PARALLEL WATER AND SEWER LINES Gulvu/v,.77i l'Iero uxAF WATER CTOR SEE P00 1950 PUNS PCR 00 LO rlw. W 0 H'Z f `f[ OR SUPPORT WATER LINE ON SEPARATE SHELF A I p A Y•-WATER METER WALL BE INSTALLED FOR VACANT LEASING u1M j MINIMUM OF 12-ABOVE SEWER LINE. A permit to fa m arrva d MJIWa.1.A..4.6.01',..019 tn•3� -a---L��A 1 S r -W�v�.T FUTURE TENANTS WALL DEVELOP PLULeixc PLANS 9.D CONNECT To Z Q •,J 0Z. el 4.MAINTAIN A MINIMUM OF 24-HORIZONTALLY BETWEEN / slue-our mon N.WATER METER. W Y 4GI 5N]e 0..1sin »Macine ShELKL_Ts r 6 ) a Q R ELECTRICAL PRIMARY AND SEVER. MAINTAIN A MINIM z e= E. Ws PONT OF SERVICE HARTS AT auLDINCs GAS METER. U R l7 y C a G OF 12•VERTICALLY OR 24•HORIZONTALLY BETWEEN Nae assn Naued To D1whK o'arw4VW..J on-<�. 201L_ �prsI ^ I AlSITE ELECTRICAL PRIMARY AND WATER LINES,GAS ONES. gri1 IOtts PONT of 00000SERVICFOR TENANTS C STARTS AT LEASI90 U.SNITJ 1•a 0 a a 1 TELEPHONE RACEWAYS AND CABLE RACEWAYS. Address of Permlllea lLlleR- .u_' =.'+Ptly nffid ffiffi . F ELECTRIC METER.SEE 00E0010 PLANS FOR CONTINUATION. J 7 y Peretti Number aN gKI I CONTRACTOR To PREPARE SERNCE FOR vAWxi LEASING LOnE ENTIRE Q D W D 0 MIN.4'GROUND NANRAL ...-04/.,!,e..7 j I J I G TENANTS WAD.DEVELOP ELECTRIC PLANS TO CONNECT m 4rua-CUT m (f) O 0 7 COVER GRallo S W G-aols•ma7o �Comm,.f 'I , ELEC EC NVE METER. ^r Q . WATER LAVERS 9HAu BE INSTALLED oN sOEWNRs,To D2 a D GENERAL LOCATION MAP 1:2000aiiiii so A,N A.9• •.•..N ...Ad� L�""+M.zrmeRsrE«M PREVENT VEHICLES 00 01900 PI THEM. O U U •o... 2 ___._,,rara.tii WATER N' EG1W� ^•.- i.r $�® HORIZONTAL DRAINAGE of SANITARY SERER WALL NOT BE LESS THAN a• Q • 4/ N• - SEWER LINE SHALL NO :E I P UNITS VERIDICAL W 12 WITS HORIZONTAL(Vox)Fal LINES OF 09• N MIN.a�� NEAR/ON WETLAND AREAS. CTAMETER OR WORE IRE 2012 ^ �1 N.12' I I I I _ _ TYPICAL INSTALLATION FrAiTgBIA�DING MIN.6' L TU �,l►SEWER KIZ' .Az I tlz I gz I ,z �z I '= I I /..,,,,::.,.. I . RUNE REDUCED RUN TEE MIN.24' 0ffid ,ffip nffi@ nffi nal ffiq rffid - I I F • .54 j0� 1...1� WpM 1/a'PLUG • =m M" a`i'&' _u� HoL o< a N I t NY 2-ale .,L II 'Fg IF I �� MIN. UTILITY "ns O-- p� ::- �s E�. I� I W�TR 1,.BLOCK 255 TR t.•f 9.y, p FL"- ^` m W-WD R NT 1- „ L W ETM / ADgE ISLAND N_4 PADRE- I m /.'-' �/ LINE SPACING , I¢yMRAW � �� !Roo lsl 1,g v z>m gg - ' O ND,To SCALE - - - ..° a,.W' •-7 r a' 0 6 j/-- :. ' 'sd',.'�i� r --- _ _ A ""°" O 4 W 3 N 1D i:= -/ �j'. PROP.SAN.SEWER MANHOLE T.o:f -. a ....c_ •� • - a • ZBl , I ��,., / ��' s O9"43'54 AnNeNe •7.1 �. R 1.-,1,9- I °� wmnB] / ID TOI FL DEPTH FL •J I�4(9.97, �g ?5 V W No MH.1 10,,9. a.ee n.2S ,„,,, I' -- -���� .� .�3.:_'•:'.•+� . . $ �( 6 b / MH-2 7.54 a.w' 14.59. '4 >a N - .-.-..-7....-:-.�r•-.,-.- ; .7�..-Y f.111- I% I E I I la a x Z Z I-V . 5°1 4 P�p�j_�_', Dr1[�_ ' G1 [ Z !� .t Q W X _-I I MHa T.el' a.or 14.ss Et, /.-- //'.-.%i:'..'.5'.17- ; :-..:e(.6-..''.:'/.i= /.i.'.=!!.-'�'!!j'. 'r�'- 1 'I 1� 5a /�/ I\ I DIgiS I sig Al by Jalal _ Q W O N5$ SLEEVE MH.4 Sar ass 14.40 r.. - . . . . . . . . . . . / M.H. •..le,P.E. i- U,D :0 - ., I e MNa s.os ass Is.Ir Ilq. .'35::;,,r/.... 1.. ..-.'_.... -.-.:......... •Pin • •.-.-.•.-.'.--).-.....-.;,-„-.-.-,,,.-.-,/..... .).k .....•._.-.-.-_.-.-.•.....-.'.•.-••.-F-f- \ - DN: ala M.H.All Q C F I ( e G 'SsPYY°„! _r. i• '..7.77./.../7'77:-..,.7-. . .77 / W7 :-..,. -'.-.-.9.J/- / r -h.b. �/ co...--. nes re e/U1 g N as , , - / NUT o.,/ e, •.-/-:-:%-:-: /.'.- Ce'.-.-/•.-.- y-.•/ • • /.-.• {+.-.'/;-9.L. ' r z ACRE T 595 j DI] ASC.g -.0 aty of ti-2 - ]Q 1�• NEW UTILRY LINER � 019E w L 208.PLOCx OCN 1 Ifl W N OL �r5' '�t III' rPVC-SAN.SEWER SW 0./.)LF .I�. �y�L rtav -_•�.)•••-.- -.- - - - - ` PADRE ISUND usncxr -Ai ET'SLBE h11'tl, [J W`• V+€ 6'MN. �•�IC] I S'PVC-SANITARY SEWER AOi I4 LF .G.! 'vuE0.�E �,q�;�.T�_G.-'-'L�.--',�Y/?Ro , :: o A IJ / // A �'^v' OU- a 10. -DT ZIT Mob 19.MATL Y*� i� * J IJn' ,. -TI",wlt"? .•••. aTr NEw lei -.-9 cvc......9t�-," .'d. .I. I / /'/ cn.•�iil �:.:�.N•.... Servet-- WQ' a^ 6■ -*I 1 {�Idi-71 �1 10'FNC-SANITARY SEWER 10T(N)LF •, __. - _- �� •WI a g,= 1. NOEL 24'PVC•SANITARY SEWER +sea(CI)LE. n �I �` . . / /I / mail-Jalals@cctexas.co f �a Co i 71 V` I ,//f�\.Y C PVGWATER LINE I,OOr(OH LF _� I _ '/,. PITT cao� srPvcr t9. ,, W- "Ole. . / / m,C-U$ OQ �a g �I � B•-17 WARNWIO TAPE TPVC-GAS 1,IOW(N-)LF-21. N ,' ' n ,/p� , CC .- \ / I Date:2019.07.16 I: E5 1 GRADE AI II ©I I � k ��� W�� /�+� �/� ,,���7 a I : E7` Tam•aa Ds,�, S - " I / / LEGEND Wpb NOTE, ro oaFY , KEY NOTES ti / r �� N' ''� �.� /' ;Yr'Ti a PROP BUILD.FOOTPRINT m Xir BY CITY O A Y-AB'PVC ELBOW SEWER I ��� _ B Fd AND C LOT AREA ♦• b DORws CHRISTI rllrrnBRlcAreD II!I �' ��-.- oY' Tr /� ��I'P .7 �/I I1I I P:3:-I � /� ,ARK.LOT A PSI \ RISER I BAY-SAN.SEWER MH I, I IY. � ..1. .F 4,4,0,4•eq ev Y 4.4• /'N, -/`/ 1 . / ....\\...-_,., I III C EXIST.M.SAN.SEWER MH W / 'iAwt.Am ••�-• e EnW ARE HYDRANT MF HYDRANT A D sReYY-DUCTILE TEE.WATER / ' I -3-' $. ..PR E`g "�- --- EY•>b'-DUCTILE ELBOW WATER ;' �� .I-_III S / // // PROP.WATER WETER N/ 66p�� OD WATER vMV£ *DISTANCE FROM WALL TO END OF F 6.-90'PVC ELBOW-OAS E. I E / / )18iEAD SHOULD MATCH OLSIANCE MI `.61 6 .- _ :''... EEE R .'�'.I[s(� EAST SAN.GP.FGiS,R TRANSFORMER € G BNITP6.-PVC TEE-OAS 4 / // OF BRACKET FROM WALL TO PIPE IA R 1�. v /'.•.. I1 IA .••l-9.O )�^"�J ��-- n PROP SAN SEVER MANHOLE O PROP ELEAxwT g AI I I eA.R O00ECNEEw rig' .-3::. ii- J 050 9T %L a § --1 ffi ®oo PROP NCRETE RP ,,,y.......tr.,,, x��e -• 4� GHT :,11 Id ,. xEG W_1.- 3_'IOS xry - NE ; TYPICAL METER INSTALLATION AT BUILDING py 9 -- �S __0000 LATER UxE F,' ..S 62 3 Caoo i -2 4 Ca 1',2 I o WATER UNE :L,OI I.a GMOA tD �� s,PROP ON.SERER SEWER urxi[ .' 90055 EpANTIWT -EXIST GAS LINE LOCATING ABOVE G TO 500 ONAre I BUILDING • ?MECI I I! 'vwnWTcaFR I i" \ •00,1;11 CH CK _PROP RETAINING WALL 4,11,.0,* , ` I •ON ii + CURB VALVE AROMD 202CCEi OR RISER- EseyrIISTAr I I L - y .�`.� ��,af�F.' IiW I a. m PROP.RA END CONSUMER UNE REFABRCATED RISER aP: I JyI3 PRaP. Si���/A~•L+'i.L'I� \ Ro/via / OAS COWAN.00000150 PTASRC RPE 1 '- I I1 I ' JYarIP.RL-Laf I A �� ei- ?�JI1 -i 1IdL 'LLC�LP YEIDER BUILINS GASIBNE SHOOD - P ' b• : J14C-' J) ,,�C"'S' T HrowrCAUTION!COATED SdO COPPER CO LOWING ME-f .. I s�I Mx1RALTOR B TO DATE•JYLY 12.21319 MLO WIICM COUPLING ARCM/FOR BASIC PIPE MEIEfl r �_ N. `e`. •T W W~ W W TJR NNxW MM.MO PACT �6CW'fO1u CisWARN 1 -gy 1,F WATER Sdf"i�`�-7{T-f `P- *.i.(L.uurikTERYALYF HMSr1h[EOD TAPE IS ON BE 011,001NgTALIED S'�Y BFlOEY 9UR,ORi OR WALL BRACNE' ism, __ __ -. PREP. ISINVA ES < aLTITWS rsBOP_roa•20E____n0'Fa[wEv Jg_ ` �mlrrcrTm2o.___. -- -- � y UTILITY PLAN F coNNEcuoNro TMSPu/ xNN+wrEn % NOTES:•Modes My 0e Amok.on certain TEOI91YIc9Nd dews,check MIh 590410 a � 0 Peoples -01-1,NY MENKIeOwN1 NO.. UTILITY PLAN .•O •L0casT91YIre,nolle De mala.Wndm.CO along Ape the pipe NW.a S--s•deNMlca. SOUTH PADRE ISLAND DRIVE PROJECT SHOE:Na, but should mho napped arae,Iso K+ca. (PARR ROAD 2z) - EN GLZNBER C 5 -000 e'-RO.W.- - - - - - 010.020 CromuT 2019 4; d i CHRIS CRAFT ALLEY / /� \'1 \ s PROP. /EB-P E PROP. \1 1 7. $ SS MH-2\\ `..I SA No . � �P -1 �.-! -'--r-� // 8 SS MH.1 / \\\\\\\\ 111`11 \\ d �.Tq•].]8' I'/�' Z . ,4e ALIGNMENT 2 / INVFL•..].• ALI�.,1VME 1 �p0\° \ 1 1 F s•C �` \ \421) g N C"a R-•1 b 1x44 E i z\ L�i,`� FF 1 Fv=r=r�vm r s=r.•\;r e v ���9(�/�,r� \\ W N-p W X 111® �I� v 2 y�2�:,,r.k.I I 1 I // \�\\ PROP.PRIVATES'\11 11 ... V-Y \ W ,G F Z F_ \4- mi.: II w \TI R »I% I I p / ��\�\ SDR2S SAN.SEWER•V \ ,8 H CI Q:J 2 f It' :;k A i)11. �a� \ �. �x y,1,u J q,�,.�, / �pO uNE�`.oex \ I� I . SpT\ Z Q Q M`Iv+'�� 11 F ...�P `��11If1T �, e / \� 8LF tQ_ 4--_? , L. PROP. m OBAA7 _ 16. MANHOLE ................. ......... ........... .......10 PLAN&PROFILE En-a g R. — - - -PADRE-RR-E2- - - - — 2 MH-1 a ! °ALIGNMENT 1 _oma rf 1 = a o ° ALIGNMENT LOCATION EXISTINGy PROP „ a U A 5.1E.1.150 GRADE MANHOLE a N E. r= "4111111_Illm-©-RI mr= MH-2 ,6 N9 :SEWER LIN SHALL NOT. =IIIIII IIIIII=IIIIII-111111 111111-111111 IIIIII=10111=111111=11m1=mlmRllll-lol , l-,.,,, 'R,. NEAR/ON WETLAND AREAS. IIIIII111111_IIIIII=IIIIII=IIIIII=IIIIII-IIIIII-IIIIII=IIIIII - 8..... .................. ..........._ _.._... .—a 1 = I _ ,.115 °+x•11 PROP.IY STORMWATER R4 Digitally signed by Jalal SEWER LINE 1=1 <y3 M.H.Ali Saleh,P.E. C PR0P.PRIVATE B' B.,' 0 p1 5 PLANS ARE RELEASED FOR 5DR26 SAN.SEWER 01 ...1. P' CONSTRUCTION DN:cn=Jalal M.H.Ali Saleh, LINE 60.08%SLOPE 0C =" 5...... @' 48 LF a -5' r a.4 coi1 -- DEVELOPMENT SERVICES P.E.,0=City of Corpus • c+ of c9R.t,....09IIWIIIE.PAO Christi,ou=Develo ment to ei, 4 w 3 a,o >2 Corpus based 9P.PndiN°n.stated In - E4Q! � .'00 Z 1/1 t`UC 1f W b Christi UDC 3.85F 10090I02016) Services, 1a....,, .............. __.... _._.... _.... ......._... o -W -N gX- email=jalals@cctexas.com, Zz a 0.x v sob C=US .1s...._. ... __._..._... . .. .......-1e All public Manholes from U W W O NS .............. Date:2019.07.1618:05:15 Station 0+00 U C Qi'peter ,,,r& ngN Nil [05'00' I 450.05' IAre 5'in dia 77/ m 3 w w 01 gad —fit --— $ - -- - --t---- , i t7 89 \ ‹- -.... „1 , ,1 ,,. ,,.4 „,,. • PR0P.PRIVATE I0'5DR28 SAN.SEWER UNE %10]LF if 1 0 711 1- higi2 r • �/ F :- ‹----- F F 11, F \ I vi F w -„ PLAN&PROFILE 15 ........... .__...._. .........._... ................. ............... .. .. ....... ............. ._......... .................. ............. ........... i _.....Is' °ALIGNMENT 2 < < 2 90NE:.:9 a EXISTING __..PROP.n__431a MANHOLE GRADE MANHOLE4 ... MH-2 d o I II _ MHJ _ 9085]: 5a '-111I11OI1�1IIE11I11EII11 IIIIMIIIIIEIIII�IIII III 11111=111111M1111 11111E1111=11111 III-11111---IIII-ii11_I11II1p_ 111111mIII1 IIIIIImi11=1111ooI IIII--III IIIIII IIII®IIIII-IIII=_IIIIII ' ";bY"0'40, PROP. o PRIVATE tcii. SDR28SAN RIVASEWER10. LINE QO.OS% 107 LF DATE'JNLy I a.1019 iiiiii -ID.liii.. _... .. ........... :1a ALIGNMENT 1 &2 CLIENT •1S ...... ..... .. ..... ..........-16' M°w•tN Rwaw.99,yH LLT ND. 911,051019 C5 1 . E N11.2010.1120 COPYRIGHT 2009 I_ 1 n I - - CHRIS CRAFT ALLEY - - 0 .. ..._. a F\ — I -.--.^ g 10 N C X r .1t" a.axir. J Tu WN�0W I, -I,izxr,x1Iala�alaJ I I I I I I I I I I W ,3FZ'- l'I1...:. Jl1/ s 'rT"\C%I � Y„` I�� I I- actOop 71-arlo, 1 U arc-Izin ' 1 i yyI- - F �� Yr .Z= JI 'F- 1R Al J F a td U Q o V Y 0 � �.�-- ��. _3 ) .- m ID>063 -PANS-RD-2E— — — — ()ALI()ALIGNMENT LOCATION v u GNMENT 1:150 1nM5 SDIERESm0E0GIEDBYINSFIAI In E B PROP.SEAM-24• N. SE -UNE SHALL NET I `` E pgOp SAN.SEWER LINE NEAR/ON WETLAND AREAS. --a SS MHJ PALMIRA AVE D,05%SLOPE I' 'i7 TOW 7.54' 1480 FL FLS-T.OS' ALIGNMENT 3 L. Z>'fl t a 4.907 ACRE TRACT N W 3 M N i.= BLOCK 1 TE 1R 4 W m mm I PADRE ISNo.l p Z W L'.2 ,+ { z to re eb LIlANI U W X q5i \I/ ' J/ J ARFASa60E \l \l F QW, N yeB. !ll/ 1l/ -- ---- QQ --- �Ir----� dr----fir 'CV ---- ir re LNI I III 11- \V . --� VI 3WW� dEx I-l/ 1i Ji'-1 �-/ \L J/ \l/ \V V/ V/ \V \V \l/ w Qm3 Eg€ ,I /ice/ JO 8 �Y a 1L /4L \l/ \V \V \V V/ \V--------- ---------�---------- -------- Erl/ , . �l '' A / \V \V \V \V J/ * \L m I- b X*k 114; �EMFM //L ' I €g aI / a/ g' fr I \I/ a \V/ \V \V.'''. 2F/ \l/ \L �L /�L \L �V �V n I All public Manholes from Station 0+00 W F Are 5'in diameter PLAN A:PROFILE 15.. ......__...._ _......_.._... ....._.... ........_..... .......... ........._..... ..........._... ............... () 1 ALIGNMENT 3 PROP. l.. 1 SCALE:1:5 w :1:13110LE m = 10._..... dEXISTING GRADE _..... ._..._. ............. __..__ .._. ....._ ........ ............._ M..W J ;.... ............ IIIII-IIIIII-IIIIII.IIIIII-IIIIIIJIIIIIJIIIII=IIIIII-IIIIII-11111111111=IIIIII=IIIIII=11111d111a111111-111g111111- 1111a111111k1111111-6-11111o11111-IIIIII.IIIIII=111111-IIIIII-IIIIII-IIIIII-IIIIII_IIIIII-11111111111-IIIIII_I 4-f:::;,V Digitally signed byJalal M.H.All SaleP.E. .a.461.' � f� PIANS AN REIF/SED f011 CONSTRUCTION DN:cn=Jalal M.H.Ali Saleh, ° r0500:=-Lir4• _m m DEVELOPMENT SERVICES P.E.,o=City of Corpus SAN.SEWER LINE _ 0.08%SLOPE City of .,,,mwn...,. Christi,ou=Development5, 1490`` al= «e.,.a 5:.5.f;7;ci° Services, c DATE J0.110.0015 email=jalals®cctexas.com, x ALIGNMENT 3 ::. c=US -m. _............... __...._... ..........._ _........ ................ _.. _..... _ STA t+00 Date:2019.07.16 18:05:50 DLIENT -05'00' 1419ONN 124.905.0.tl HtL'NO, -15. PROJECT NUMBER C ENB.aD,e 020 I ' Ya ,>t 7-.',f,!-:.'4!_---i---7'.-- --.1:!:,., � r 'r ;lila O t� �al.'�nr n»i H o AL D (•.:fir I ..P' 11) Ro= r _i ez 5„4 us5 o P y 3'k;4 it 6 ‘':'•.., T 011 . N S�OKQ 0.611 O N C N Z H • Of6UYiAlfl' -0 `oi.I^ 0 r1 3 D`G z r 1;r/r'• y I 7,.; – . .l `° a � a Et.,o 0 . o 0 O-, ?co R D� r.R s rn ^ m 2 m � r� (l.., m d is,-0 D 0zp Lei) 1 le . n 3 . V' a Ko I II r4i 1 1 D T f'lp )r..a- .-xI 1 t t I 'y Q d o Ei 111111 t I I _ __ 11 5" 11111 I 11_ STAtWU \ F Q F two _ — • I1p11111 lI I I 111111_ F F I F I — _ -�,-- — IIIA- i I 11111E : \ F F4 F 11111 1 • 111111: 1 • 11111=. •• IIII111111 F F • • 11111E F F F • IIIIIIE ' F F F 1 F • VIII= • 111111111: • 1111111- F F F 1— 111111: 1 0 11111= F F F i z a 111111: err 1 m x ; IIIIIIIIIII: F F 4 F 1 z < • VIII I T Ego o 111111 ms VIII • 111111 F I F •• IIIII• IIIIII D F F 4 F I ill 111111 I 5 11111 A 2 • 111111: F F F F tea it 2. 11111= I I • 111111F F F Io • 11111 111111 F F F IN VIII 111111 I c 4t 11111 F F 4 e F 1� • 111111 • 11111= 111111 1 1 11111 •• IIIIIIIIIII F F F i • 11111111111 F F 1 I • 1111 �F F F I F 11111 • 111111 11111- 1 • • 11111111111 F F F � • 111111 1 I IIIA— F F F i F • 111111 1 • 1111111 i iF F 4 F I • IIII I IIIIIIIIIII F F F i F Illfll_ x4 11111111 ; STAxwe F 4 I „„ \EN 111111 =-- F I F TBPE FIRM REGISTRATION NO. F-7481 to P D D In BALLI CENTER ❑ 01 z °mE m 2 C "`1a . V / VANGUARD1 EXPRESSWAY � � ,*2 ��` "�� �� �^ L// �� 401 9 EAST EXPRESSWAY 83 15401 SOUTH PADRE ISLAND n. N - i WESLACO,TX, 713596 DRIVE (PARK RD 22) +m -V;:-.. g (956) 514-50136 BLOCK 13, LOT 1R $a[) D i n N J:4: - 3 -w�, PADRE ISLAND NO.1 4 (I) IJ a M 1M IS mE PROPER,v INE PROFESSIONAL ENGINEER wosE SEAL APPEARS ON TM['RASING AND IT M uMA.Fi.to CORPUS CHRISTI,TEXAS R"'mM oRA""'P rang'='...MWIME.,,,Z E.ccnsNlats E`=EIT.R'"E ANT S ALL o W IIt i - I G_ T CHRIS CRAFT ALLEY — _ Z ®r . ' i d\al r. !HNC^X r. ,,I Tom-- C W N•-O H W C O F Z I - _ill 1 12,...t,o_l_rn_4., [ II�I,aaar1\tala xlal I 111 I I I 1- °MOOF W aYJZUI :.++s� R QOWOO Sl co in rliSRAT .J E. _ -PADRE-AB-EE— — _ _ w ®ALIGNMENT LOCATION a o a o0 N S WER UN SMALL NO //PROPargt IZ NEAR/ON WETLAND AREAS. PALMIRA AVE / 0.08%SLOPELINE A 1480 FL ALIGNMENT 3 g� 474.97'— ij— • _ m i' --- — -- -- - - -- — -- — 149.97' m L903 Nr z>ACI N FE am . W3NI0 :>a WUlmm g`¢W \L � \l/ � * � � � \I/ � \l/ tel/ z m�`o d w In Nil z`I `I 'I '1' `, `' Z w X 1-' a,�€I �L �I/ may/ �y .y �/ L7Rjg,/rmE W �L W Z a F OWU S$ _—t/----- -T-----\i7 '----------\/----- -----\t7 ---- -----.47 ----� H CCI-:7i M 0 HI JQU1N to W �l \I/ V/ J/ \V \I/ \l/ ' 5 >.12.3 v ag W6v \/ 'I/ \I/ '1/ \I/ '1/ '1/ '1/ '1/ '1/ '4/ '1/ ` a Q ' S IT giN Rik /2/ l J/ J �l// �\VJ/ �l/ \l/ \l/ �\V `L mr l/ �1/ �1/ �l /J �L / F isS /1// { k' R PLANk PROFILE IT __.. .............. _......._ ......_........ ............_.. ................... ........ .......... ................ ..11....1..1. ..... $ ............ OALIGNMENT 3 1 firA�: 'I < w m EXISTING_.. 90951 Di itall si ned b Jalal = = GRADE °-":":::',"00' Digitally l Y 111111 -- I_IIII11-111-11111 1111=111111—III I-IIIII-=11111=-11111_1 II I_-----JIIIII--=',111111 1= =IIIII_-IIII_I 111111III II-IIIII=1 iiiiii 111111 11 iiiiir-II_II = 11-7—T: =1111=---ILII-1-__ -_III-Ii III=III M.H.Ali Saleh,P.E. °1111=111111=iiilll=i(iii=lliiii=111111=11111=iiilll=lliiii=11116=111111=iiilll=(IIIII=lliiii=ll-Iii=111111=i i 11iiilll=lliiii=11111(=111111=111111=(IIIII=lliiii=III ii=111111=111111=Ililii=6lii=Illlii=111111=IIIIIh6iill=lliiii=111111=11111=(illi i0§ PLANS ARE CONSTRUCTIONASE0ION DN:cn=Jalal M.H.All ... ... / CONSTRUCTION Saleh,P.E.,o=City of Q. - �� /�. /I, ♦ PROP 60R2&24• "`''''''''ERVICE9 Corpus Christi, SAN 6EWER LINE City Of Cwn1N 1490 SLOPE WaetlP zr. ou=Develo mens 1490 FL a . Ch tYl uoc3EIII0 ry 20SN Services, X X email=)alals@cctexas.co ALIGNMENT 3 .10 STA 3+00 m,c=US GU ENT Date:2019.07.16 ,SHEET NCL 18:07:30-05'00' s PROJECT NUMBER C 5.4 ENO 2018.020 crornwT 2010 11' - CaRIfi DRARI'AU T ,1214PglilW,V6:,.:1: :\ A-A--_ i InCRITTX r 7 / ✓/ ✓ E�'^",!fl � n1J T 4 —N—ow WF'✓ I, Ihqr,R�yl„ .Izl II I I I I W aOI _ ��o��� 11-0- 3 r ...., s U eN Q O W 8g= MAN _ _ _ C a a °ALIGNMENT LOCATIONEE `` o0Naa° NF.: SE • UN SHALL NF - :r.=',1:; •Id' '47 NEAR/ON NETLAND AREAS. $ PALMIRA AVE 0ROPSDR2BSLOPE 08% EINE 149D FL T• " o ALIGNME T 3 gs s 474797' C ___ —--R.— — - - -- — - - -- -- -- - - — ,- t7 !i lD e co Z>.'D N rc<o' ,Ws w3eIo :;_ VI/ \I/ \V V/ l/ \t/ \V \V n J/ J/ V/ v/ \l/ W N al co gs 0 ?W I(1 €a€ yJE Z L7rrX IS �I V \V 'I/ \V \l/ \V \I VAhE EDGE \V \V \I/ ZZ W X a _1 Wdo - U- - ----� -----�- —� -- --------� —�- 4 aNSto 411 LI W �. * .I/ '/ ' '1/ ' ii'4ZOI3` 2g. >o 56 l 4l/ ' '. �V �V �V \I/ \V �V 'V "l/ \V rc a V V igl 4 lig \!/ �V �V �V V �l/ J �V J/ J/ v/ 03XiS 4' /� \V �/ \V q/ / aa; APROFILE .. ......... ......... ._........... ..... ................ .........._.... _.... .. ............. GNMENT 3 ............. I OM 5 ,tl ::: sEXISTING xAO -Digitally signed by ORADE T1111111111-111111-IIIIIIJIIiII_111111-111111-111111=111111=111111=111111=IIIII�IIIIII�IIIIL==111111-111111=111111=111111111=�1111�nIIII 11111=11111111111=IIIIIIIIIIII_IIIIII_I�IIIJIIIII_111111=111111_IIIII�IIIIII=111111=111111=IIIIII-IIIIII ':ice"i�`° Jalal M.H.Ali Saleh,P.E. '•II IIIIII- III=IIIIII-111111-111111-IIIIII-111111=IIIIII-111111-111111=111111E11111-11111E-1iiiII-111111-IIIIII=1111m1111 "ill 7.3 1- --IIIIE IIII=11111K-111111=111111=111111=111111=111111=111111=111111=111111--11111=111111m111111m-1111'71111i=III DN:cn=Jalal M.H.Ali MIR ARE RELEASED EON O. CONSTRUCTION Saleh,P.E.,o=City of tl �� /k DFVFLOYMEMSERV CES Corpus Christi, SAN.SEWDP &INE / SAN SEWER LINE City of [ownaxbnp.mw eap.e //// 1290 ELLOPE 'L'173757=273'0.1.1„ ou=Development �. 1290 EL c�n�Ru Services, .. 'N. DATE•JNL.,a.a ,9 emall=jalals@cctexas.c x xALIGNMENT 3 ........_... ._.......... .. STA 4+00 om,c=US Date:2019.07.16T 0„.„ANT o bHFcr NO. 18:08:09-05'00' -„ .. ..... ..... ............. PROJECT NU C5.5 ENO.UB9.02C Ali i I . Dawe CRAFT ALLEY -- — - 0 z � ,® ! N^^0QQX-3,, ' ,,,sA , l � ",� ( , .. R1 < -rr WC CWO�ZF.I r /7 7,,-, I ,Y6� Ab22uI I I I I I � w ' / 41,'tr -F - r .. %cl,"r: i 1 Q.32m Ia igdrii[[11 [ `, t,.. „At -I pall SIJ 7� W -PAHRR-HEIf2— — — — — ,E w a 0 ( ALIGNMENT LOCATIONv 0 A SCALE (// „`\� PALMIRA AVE , %� N N. SEWS'UNE SHALL NO .EAR/ON WETLAND AREAS. EASTA R ACP WATER UNE PROP.SDR]&Zf SAN.SELOP LINE I 0.08%SLOPE uw.-M.M_Ms :M:.Mss M.Mi. a== g 3 ALIGNMENT 4 1 C i6 E 25' PI 1,' N Tr z}m j I o QQN fi W 3ID EO i>a 'I' \V ,I' W N D �1. W �L �I/ `✓ PROP.C HOPE I g & O Z N r CI X 1 GAS LINE k'NY Z LSCw IC gx .V \V V V ____f z zary gi' 0 W X ai B F OWSID 5.+ \1/ sad Aw sreu I I- Q n_i in oPt ]QNpI 8; L , _ I ID 17W W` ao "1/ \-, \L/ 'SI/ 'I/ ; "I/ m Zai 8•-3 IX 0- ggs - E f e yi —� L 4/ ,V \V z ags �/ \V y`, •1/ ��� Ali •V 1 •V 1 a. Xir \\ F X33 sit \l/////1// El li \V 4V -`->,..,\V \l/ JDA\ \V 1 PLAN&PROFILE OALIGNMENT 3 .. I 1 SCA E 1:5 f b Digitally signed by Jalal °"ADE z.iyr, ,,.. III-111111M1111=11111- 111111-111111_111111_111111_111111_IIIIIL=111111111111-111111-111111=IIIIIL=111111-111111=1111-=111111_111111=111111—mapi111_IIIIII=111111_111111-111111-111111-111111-111111-111111=111111=111111=111111_Il ,.4IJI IIII_ ,p L M.H.Ali Saleh,P.E. 111111=IIiiO111111011111=111111=iii1i1=111iii=111111=111111-111111=11111--1tliii=111111111111-111111-='-1=llliii=111111-111111=i11111=-1iiili='ail llllll=111111=111111x'-- 1=111111=111111=111111---111111=111111=111111=111111=111111=111111=11111F1111i L PLANS ARE RELEASED FOR DN:cn=Jalal M.H.Ali ....._. _ _.. ai CONSTRUCTION Saleh,P.E.,o=City of � PROP.r HOPE AM-24. �Z® DEVELOPMENTSERALIN EXIST.(APPROXIMATE GAS LINE ytt CorpusChrlstl, LINENPPROANATE SANSEOERLINE /, K. CRY of wn.au.Ron q.n.w eNlra LOCATION) B T l0.r SAN.SEWER LINE V� RYO_1 ou=Development SE•ARATION BE•AMTION 0.08%SLOPE ChnslI uocssSFIA.e.Iz03s1 tsso FL Services, ,� email=jalals@cctexas.co k `x- x- 'X DATE NL.12.2°, ALIGNMENT 3 In,c=US .... STA 5+00 Date:2019.07.16 CLILNT 18:09:10-05'00 NeN.N ....o SHLE1 ND PROJECT C5.6 ENG.SD 16.020 COPIWONT PM U :11 - CHEW CRAFT ALLEY O ti- T i i z z �,,,„Fib,. ALIGNMENT 3+`' i� _ri_ ij t'Vi 1 '" u� 9.T ` WLV^°W 4i .7.`,/,),I ' z�r t.'Nl i p�xl z.l_I I I I I I I W E°0ZF 911 i., —,....."//./..N !II lc''e \I— \k',1:C:C1yt; 1 1 I I I °�°Of Imo: Z Q J Z in Eay s �. I ^��I ) _I 3aY v � 'I n J ] .LOX'A"-- - Q G a . . _ =3 L m N--JJ6 mgff °ALLIGNMENT LOCATION— — — R2 I ,.,'Lls, ci 133 Ln N..: SEWER UN SHALL NO = °iG$ PROP.SDR2&20' V. _ EAR/ON WETLAND AREAS. 8 SAN.SEWER LINE SS CHRIS CRAFT ALLEY�100 SLOPE 1080 FL Ma ..M.Mia Ma— Ma Ma—a Ma Ma Ma Mss Ma Mn Ma Ma Ma Ma Ma Ma Ma MT Ma Mn MB::Mss—a— Ma e ! ALIGNMENT 3 I 8 !, - - — - - — —� — + — - - - - M ggie pp ct Z>.to 9 ill! 0.172 ACRES LT 19B. W > Lr 200.BLOCK 12 BLOCK 12 W N NW m ig g I 6= PADRE isLECC Z N n O npS W R7 SP Z ZaI`a ass ZO W x aN F OWDin 0s6 m C CNQ1p M p 1 1 & I N 3Wmco 9li 1 I I L7 0 W" 1D W Z m 3 E5.9a C Q^ ags O a, rc a Wgg WETLAND iik AREA'S EDGE 1 a b a Er h.m bag if tg 0/ PLAN&PROFILE .... .._. OALIGNMENT 3 f 1 1 9CPE:,:s m... .. ................. ........................ ._....... r�,,�T,�‘:q ... iiP°. ORME 9009, IIIIII= I VIII=IIIIIIMIIII11=III I-IIIIII_IIIIIIEEDIIIL=I I I=I I IF III _r::I! 1 1!1 IIIA: 1111=11111=111111 1 I II=III IlI91_IIIIII I_I 1111=111111 11111=111111 11111 111!II_=Ifi: III II_ =1111=1111=I I— 4+n Ek'ia0`� 1111=iillll=iiiilaliii11=111111=111111-111111=111111=lliili=111111=111111=111111 liiil1=111111 nu 1!IJ=111--wlil=li , illm=111111=u16i IiB-Iiuu--11161=illiil 111111-111111=1uu1 a J.-11111 1611-'illlli=61h1=1lllli=11111=111111 Digitally signed by Jalal M.H.Ali Saleh,P.E. PIANS ARE RELEASEE EOII ` CONSTRUCTION DN:cn=JalaI M.H.Ali Saleh, 0.08.5 OPE v/ "• SAN.SEWER LINE DEVELOPMENISERVICES P.E.,o=City of Corpus PROP DR%SLOPE 190 FL cAYOr consuuctionplarewili99.8 Christi,ou=Development COrg19 e.ue on,a�E tOm.uW in - DATE'uu,r 19 2019 cnruu wc305r,A,.tz9ae Services, email=jalals@cctexas.com, �X �X ALIGNMENT 3 C=US .. ... ............ ................ ............. ........ .. ................ .. ... .......... STA 6+oo Date:2019.07.1618:10:13 DLIENT -05'00' nx.'x ••RcPo,$MCET NO. PROJECT NUMBER ENO.2019.020 C5 7 COPTRONT 1010 f � = — — R¢P — — CHRIS CRAFT AWRY 0 ..•GM — — — Z « a-� R�Pz s \� Q Qm IS G..� ..•,taRw.u»slz.' � N.9} � 9��. . iJ X ''fi ,,� �s x WN OW PI / '1 t. ,Fly,yk l hs<1xl_I I i i I I I I I I w „I_ZH 11"• IIC � err`\ ylx �uCzl , 'u,j l F• Ore3OF 1ii— ---III 2.'yU aymZm f I WU _ TfflTh� 71 f a 21:wQ5 o 1 «;+.. -3 ., . m m>0 g 7 —K J a K — — — -PADRE-RD-22— — — — — 0 p m a OALIIGNMENT LOCATION `, o o SEWER UN SMALL N0 PROP.S01120-241 4� N EAR /ON WETLAND AREAS. SANEWER CHRIS CRAFT ALLEY� .SSLOPEINE 1490 990 FL I Miss—s Miss Mss Mss Mss Miss Mss Mss Mss Mss Mia M.M.M.M. —s:Mss Mss Mss M.Mss RNA=ss—ss—a=A MA—a_A a ALIGNMENT 3 g$ - - _t — — - - Fn r,m q Z}l0 ;1 E. 2QN Diac�•2 12%g 5iT�1e.2 1� W N m >a 80E1 R m < RR Il:4m Z —wx in At b O WXCL Fa Qe_~ tL Z 17. WON 8 K Qmmm,a d'-' > Q 5 oWW" ._ z N 3 ".-� rc4.— ffE >o Eo 1, gii i7. giv W Fo' m X r 9 E. I I € PLAN&PROFILE 1 O ? C ALIGNMENT 3 Y. SCALE 1:5 „ `,St 0,Ifslir „ F Digitally signed by Jalal GRADE° .1 9095'. M.H.Ali Saleh P.E. 11—___=-_--Jr.-::_=11.-=E....,—_II1I— 1-1u 1=11111=�ln 1_1 1=ulll=�1=1 1_110==1111_�I-1111=1�—_—_--=n —. �I I __ — = I--=I I {4Z' • PUNS ARE RELEASED FOR DN:cn=Jalal M.H.Ali =iiia 1111=illlii-illiP1iiiii=111111=111111=111111=111111-11111=111111=111111=111111=111111=11111iJ1116=111111=111111=111111-11111111111{_111111=111111=iiiill=11111 1111X1111011111=111111lllIl=11110_111111=lII11S-IIIIE1111i=111111=III iii CONSTRUCTION Saleh,P.E.,o=City of / � EVEI' DOPMENTSERVICES Corpus Christi, ..... PROP.SOR2&29' ei. COY Of CARlOAon Pmnsw wi,n SAN.SEWER LINE V� CMOS msm e444444.94.„..1.n ou--Development 0.09%SLOPE Christ uEc3EscIN9uIIINN1990 FL Services, email=jalals@cctexas.com, $� DATE'.ILLY 19.9019 C=US J[ x ALIGNMENT 3 Date:2019.07.16 18:10:59 STA 7+00 -05'00' OLEENT PROJE CR .9 ET ND. N 5.8 END 9018 090 CONPUNT TOM I • T. - r - a!S CHRIS CRAFT ALLEY O it Z t .�,�JI"""i ' 1—] Tom-- in inNC N I,l//'q'','"'i 1 W N 0 W I I;iuv,Y�r.l;ili�sxl9.l I I I 1 0C0ZF �l�"-`r._= //.:.A" :II S '� \I—�,E t1yt-1:fl-n1 1 I I z °�°OF Z Q J Z 18 IL- _ JII? xz,_R r w arc dQ_ [ ! U 2Qm N= J 8-6..-YW --fir- - ii.° _ L m N>0 C TORN -- — �� _ _ _ _ _ FL. Q x °ALIGNMENT LOCATIONTI��a `, 00 113 I El in SMNSLE PROP.SDR16 Or s<'/ '� SAN.SEWERPE LINE CHRIS CRAFT ALLEY 0.08%SLO 1190 FL M.—s— M.Mss— Miss ama ss Miss Mss—ss M.M.—.—.Mi.= M.M.M.M.M.M.M.M.—s:M.M.—.M.M. $ ALIGNMENT 3 a gg 8 Er - - - - —1— - - - - m i$ DD a 4 Z}ED LT 16a. iO SE LT 159, IE tY Q N v,-5 aLOCIt 12 $�6O BLl%SI 13 W It)n m S.5 Z I II I rv Ill i 4 L 1111 C O gE F of`f C: s I I Z All public Manholes from Station 0+00 n Are 5'iii diameter I g 1 PLAN&PROFILE .......... ..........-. _..__ ............_... _._ .........................Additional5'diameterManhole is required-at station?+45 ................ ..._........ ................. ..... .. .............. OALIGNMENT 3 ..$ I SCALE:1:5 0 a �.st, b 1.i A MCigl Ri00 OMG GRADE gp55T SM1..eke4;y:��• II—III01— III—III —i II—III— III I IIlu III I I I i—I + ys E Digitally signed by Jalal Il=fiiiil-6111 E111111=111111=111111=111111=16i=IIIIII 111111=61111=666=1111i1=11111� IIJ=111111=111111-IIi61;=11116=111111=111111=111111=111111=111111=111111=111111=6161=11111=111111=111111=111111=111111=111111=1116=111111=111111=616LIIIIIL M.H.All Saleh,P.E. /1 vUNSME 9ESERSEO 5011 ....... .. ... // yLMy+7is-Ya roN:rw�Er,oR ON:cn=Jalal M.N.All Saleh, �J/7 E9 M DEVELOPMENT SERVICES P.E.,o=City of Corpus PROP.sDRss-z1. i ilso i[. SAN.SEWER LINE City Or Eo.x...1.....,E..,.. Christi,ou=Development o089 SLOPE '..,717,77:—: n Services, _....._..... 1090 FL ..... email=jalals®cctexas.com, ,.... _.._ , DATE•,LUL.12.ao Is c=US ALIGNMENT 3 Date:2019.07.1618:11:49 -........... ............. BTA(34- n OO -05'OC' CLIENT PROJECT No,,u, waw[0 9HEEi NC. ......... ....... ................ ........,.... ................ ........... .......... .... .... ......... ...........- CT EN0.2013.020 Camas 2015 1'. E I` •x5-x- « .; man ALLEY .. $ -- 0 3= iz f �r x T_ 111N N C •X _. g sr /// "'"'::":"'21 1 'x x ' W N O W w rc a I- �I ,x.,,�x «IyrIAJ I I I I I I I I I I F ����f �I! II �L�W \rT`\ Ix�,Flv�,, xxJ/Ij I I I W < -IzEn 1'�" __A II _ _ II- Irlyxx_xx 1i[1IlL + lI - r7 F a^a t=.1 — - - -PADRE-RD-22- - - - - 0 IC m a r, ®ALIGNMENT LOCATION C cl SCALE:I:ISDN �1 NR.: SE R UNE SHALL NO -T PROP.SDR2&24' '4I/ NEAR/ON WETLAND AREAS. SAN.SEWER LIN E CHRIS CRAFT ALLEY 1490 LLOPE 1180 FL •.—.Ems.—.Ems.M.M.M.MM.M.—.MM.M.—sx M.Ems.M. .M.M.Rte.,M.M.M.M.M.M.M.M.M.M._ ALIGNMENT 3g: 8 s t - - - - -� - - — - - — tem TS 03 , • Z vg S a'Q J6 LT I4R. ''PiSm Li i3R. I W>".1.0 f>a 0.001 12 RL000 I2 W m m m `g`sa g I I ZL _L I I- z -Wrxlin Ix I I zaFa o*': I I m te l• ain ONL W m 16� I I O ZOI W°3 QE1 ags • 4 igl w ilk LL 6 m 6 I- Rataq ti ig ag n@a C PLAN&PROFILE _..... .F _............... .......... .. ..... ....._..._ ................. ........ _ ......... .........._.... °ALIGNMENT 3 I . R`L• `,, s EXISTIN 9.0i57 1 c1119=111111E=11_=III 111=1 II-1_= III=_II= =______- _°RADEO�_ ._.._. -_.�...-i .- - - - - - L 'igrj+ l"e.��� Digitally signed byJalal II-11111=111111=IIIIii=IIIIIFIIIIII-111111=Ii1111-111111=1IIIl1=111111-111111=ii6i1=111111=J111-IIIIIFIIIIII-111111-111111Ji1111 1111' III -1111-ll RI{III-1111_Ilflfm mn1111- IlfLED I=111=IIII;IIIII IT--II�1�IIIIII;IIIgta M.H.Ali Saleh,P.E. m PIANS ARE RELEASED FOR CONSTRUCTION DN:cn=Jalal M.H.Ali Saleh, PRODEVELOPMENT SERVICES P.E.,o=City of Corpus SAN.SEWER 6NE �� ��- SAN.SEWER LINE Cityof C A Ol0PR...A R.wh Christi,ou=Development 0.08 O%PSLOPE (fir..[.: wRRe,,„ero'0a.mx0Rm Services, _..._.... Erg: UOC l65l Pu.u,I 30LE1 y_... email=jalais@cctexas.com, 2x DATEJul,.2 20,0 E=US ALIGNMENT 3 _...... ....... _.. _..... _.. _ _ _.... ........_._ STA 9+00 Date:2019.07.16 18:12:52 -05'00' CLIENT «E� ITRFET-RQ PROJECT C5.1 0 END 20019.•020 COMM,r 2010 b ,l — — — CFI.•D ALLEY I l a i J -- Z ., x 7 \ r ilial >•".,,:Y ;i:t;i0.lC2,-(;):Cr'?, 1 i i 1 I I I i i i z q F oizoo_ I t ii v -I—T' y isF: P 'r°, ' 1 1 I i z 4 I- 1 ,,� .p_Aii.; 1 12��� \4 u`k�uuJu. J W >< ZDI 11-- _ �.� rj,...r-...IIII�cIIIIa °! _ =aygi N f rwivurl� r?*r'z_.-. :'s-,V=3 i L N N>14_D O(L -PABPB-RB-YY— (13 °ALIGNMENT LOCATION _, o7 ano N.': SEWE'UNE SHALL • : PROP.SDR]S-3S' ,7,7,1WALE 1150 N N NEAR/ON WETLAND AREAS. SAN.SEWER LINE CHRIS CRAFT ALLEY 0408%SLOPE ,aso PL M.Mc Ms Ms Ma Ma Ms M.Ma w Ma Fan Mm M::MRM.=M Fess Pau Mi.M M M M M M Fan:Mx Mn Fess w MI A E ALIGNMENT 3 S d m tom a 6 P �Qm $ s W3N 0 43 fig& aiacKRiz 4 W N N N ff`ID2 Ent'$ ` i 0 —W -in €fix I . m I ZZara gi4 pa WWON q, + 4 CFQ� . 61201W W31— aI 1K >0 e,gs I 4 III 4 Cos I 4 b In F to! ri ng € PLAN&PROFILE 4444 ............... 4444._...... 4444_4444_. .............. 4444...... ................ _........_..... _4444... 4444...._... _............... 44_44... ................. 4444__.. _4444 4444...... °ALIGNMENT 3 1 RCKE:,a ..,,‘.,_.,a. R �` ............:A RnOl�axiv. .............................. DMITRI° 9098] y. r: GRADE °i..4 kEI�Sk0 ii=111111 111=111111=111111=111111=111111=111111=111111=iii111=111111=111111=111111=111111=111111=Illiii=111111=111111=111111=111111=111111=111111=111111=111111=111111,=111111=111111=111111=111111-111111=16111 111111=111111=111111=111111=11111011111=11 b Digitally signed by Jalal M.H.Ali Saleh,P.E. L A PLAxSARERELEA0E0E0R 4444 4444. ®K mxsrxualox DN:cn=Jalal M.H.Ali Saleh, PROP.SDR]&34 v' s=- bAN.SEWER LINE DEVELOPMENT SERVOS P.E.,o=City of Corpus 0.08%SLOPE ciryof �. C...,,.OW .,8 ,. .GA. Christi,ou=Development .ROPE .......... .ugd t, DATE'.,YLY 12 2 art uocT:S`fiAu;v1,OM Services, � O19 emall jalals®cctexas.com, X ALIGNMENT 3 c=US _..._ _4444 4_444._. 44.4_4. 444__4._. .._.__ ............ ............ ... 4_444 _ _ 4444._ _... _. _._... .............. STA 1 0+00 Date:2019.07.16 18:13:48 WENT -05'00' No»..N A .. .« o.ANAEa ,N . .....,........ PROJECT NUMBER C5.1 1 EN0.201 B.02D R ___I11,1 - - — ilT1-ET—. i z k — CHRIS Y o .it :YP ° -,1":7N E VVV ALI IG NIM IE NIT 31 J a In_ QO W-N-ow ,/ � II(I x;r�xlsxl,.CxlsJ I I 11 I I I I I I W w01-zF II��: - rii/ III L"% `r \�.Ix..F:1:1,-; ttf� 'I�,j i I W aYIWf 1- O J 0 N Tz..f.z n U W Q co 1 -—WRAF — et — ®ALIGNMENT LOCATION °oma0 a U SE -UN SHALL NO .`7 PROP.EWER INE NEAR/ON WETLAND AREAS. SAN.SEWER LINE CHRIS CRAFT ALLEY O.Os%SLOPE tA80 FL rtt�a�u�n�_:�:-;�:•;�ss�__�m�:_�[,�[,�.P�:•;�:: n�A�.,�.:�ss mss:�.s�[.�..�.,�,.�ss�,.�ss =: o� ALIGNMENT 3 f C ii - - - - — — — — - - m mm to a z N Carr olds w3Lnio LT 105, '''ssw TRS, — Wwmw pg BLOCK Iz $°a i< RLOCR 1z z w N m 8'6a I Z -W In €€b [ i a dm O WXxa rn. WU_ , I1 ni Q z1-QLo 4 r isffi WDamm ggx 20,te — ;o Cl7 4.- -3 a^ vgi >o 2G K a a 1 C. Seg W i mis sad >dill gp;gi e g PLAN&PROFILE °ALIGNMENT 3 I ........ 1 SCALE:f:5 . . .)@................ RTE° y4:LrE f i�°A,. Digitally signed byJalal =iilll=lllil=IIIIII=111111=IIIIII=IIIIII=IIIIII=111111=111111=111111=IIlill6ii1=111111=111111=IIIIII=IIIIII=IIIIII=IIIIII=1111=Iliil=IIIIII=IIIIII=IIIIII=IIIIII=IIIIII=IIIIII=IIIIII=11111111111=111111=IIIIII=lfiiii=IIIIII=111111=IIIIII=IIIIII=ilii_ M.H.All Saleh,P.E. PLANK ARE RELEASED FOR CONSTRUCTION DN:cn=)alai M.H.All Saleh, ` fi• p DEVELOPMENT SERV10Es P.E.,o=City of Corpus PROP:ri.e• ��/ ' SAN.SEWER LINE 01)01 Eo...d. „,.wR. Christi,ou=Development ON%SLOPE on .......... USO FL m,.eas,/,..„.$) Services, _.... _........ _...__. _..._. ............. __. ...._.._ _.. _.... OATE;_duLY—la�mV Christi uOC [SF IAu[wt]016) email=jalals@cctexas.com, `X 1K ALIGNMENT 3 c=US STA.1 1+00 Date:2019.07.1618:14:46 CLIENT ^5,00' P SHEET 52 ..... .......... ............. ....... ......... ............... ........ ..... ......... ... PROJECT ......... ....... ...... .. NUMBER 1� Jl ,1 _ _ — — 1 I E0r _ _ CHRIS CRAFT 0 ',Y„ 4-74 �—�aFal , m!� Z 1 r ' 251/2 2 d W N O W ;111,22/�,2b212C:/Ixl,l I I I I I I I I I Ti �pfZ . ISI A Il Y1.ii" \I—T\CFI:C)y 1:l`,�,'H>'I�,j l I I I Z Qmo20 1I�� II.£ /x.,212 U arc�mrc I 1 Q O W p C J H 1 4 a ALIGNMENT LOCATION — — — — — o D CL 0 O s�E: `� N NE.: S a'UNE SHALL N. 1 PROP.SOUS-M. % — NEAR/ON WETLAND AREAS. SAN.SSEWLOER LINE CHRIS CRAFT ALLEY 1400% PE 1080 FL IA=A A—=..=A=A—MIA=A=..=..Iia Tia—m Me Ms a MI.MI.M.Mss Mn Mn M.M.M.M.M.M. a— R ALIGNMENT 3 e — — — m 003 fe, v Z>.0 I, ream Das Li xei 6. W3NN 1,X SI OCE Ix `� � e�ocx x W N CO m 05 glom 0 zWrICO .ix 1 Z t9iX� ach _--_ In kg§ 1- CWII0— CC <011 j in biK1 ii t.not g5 5 U'WW" T W Z m 3 Wg.. >0 Lig.. 0 ; I v 42R 4 is 5XX I I I a b m nag k. 111 P € PLAN&PROFILE _..._ 4444....... 44_44..... 4444.444_4... 4__444.. 4444..... ............ ............_4444..444 4 44 44.... OALIGNMENT 3 1 F oT,,, RemII 1Em 4RW 40.141 ``. Digitally signed by Jalal IIIIJ1111=111111=111111=111111=111111=11111-111111=111111=111111=11111W111111-11111-111111=111111=11111-11111 IiiRIli111—IIIII=111111=111111=111111=111111=111111=111111=111111=111111=III— I— —i —I —I— I— —I — = . _ — -- — M.H.Ali Saleh,P.E. aili PIANS ARE RELEASED EOR DN:cn=Jalal M.H.Ali Saleh, CONSTRUCTION �� ��. PROP.SD0.xe-x<• m 0 DEVELOPMENT SERVICES P.E.,0=City of Corpus SAN.SEWER LINE 0.08%SLOPE City of =I....=..=m.• Christi,ou=Development 1490 FL '-l'1=1 u.D<.4371Ex'2,1:1N. Services, DATE:02 v 12.SSES emall=jalals@cctexas.com, ?X `x ALIGNMENT 3 c=US eTAT2+00 Date:2019.07.16 18:15:54 °LIEN,. -05'00 "•'" . •"`'51-1E-E1 NO. PROJECT C 5.1 3 EN0.201 2.oza Lj 66 I}-��IIfI I 1 �rj o iy— CHRIS CRAFT ALLEY — — �-,. 1 5 S - —T I I ISL Z .'„. 4 (ALIGNMENT 3p II r YS wi%,xe . ,:I NNCVX �� Al WN�OW i� ,,: 11 i-I ,v„1.:1;:I: IA.l I I I I I I I I I I W It0I- I1 .--s._ a „, :. �,- 'r-1-,,r,iti�,)F Fw lj I I m 0.14 ;- ... ..,9, n lr � %w / 1-'77111[1.' a o a n g m J 7 Y g [_ If/ 0 — FNSMAi _ .. __._.. . ^�J a a m m -PADRE-RD-SE— LOCATION �`�` a� aU ()ALIGNMENT SCALL:1:150 l% m SEWER UN SHALL NO : PROP.SDR28-2d' '4W 4 EAR/ON WETLAND AREAS. SAN.SLOPE SEWER LINE CHRIS CRAFT ALLEY 0.08 1490 FL u�n R e ALIGNMENT 3 Ws - - - - - - R — — ii - - - — m m m m !H NZ i 10am :s r sR. ^rso ALOESRST I. W In O pop g`°Sri = oLor ,_ .q 13 m w -In S � m za1-v ag. L 1 O owh.” a a LL'FQIp yge C amJN ,1-1 0 Jwamal !t 5 mmW'- i., Leg z3 gi z a bgiss 4 aO€ I 0. ..b m XiP I- hg! g ii ;1 ii I I W 5. PLAN&PROFILE ............ .................. ......_...._.. .. ............ ...... _.......... .............. ...._... ..._. ...._.... .............. °ALIGNMENT 3 f to i.' . Digitally signed by JalalGRADE ° 4.44gTii. T R' M.H.Ali Saleh,P.E. — — _n = _ — — — II— I — I I 11= I I — = 1= I. I II I I -' PLANS ARE RELEASED FOR DN:cn=Jalal M.H.Ali — — — 111111=111111=111111=111111=111111=111111=111111=111111=1 IIII=17=111111=111111=11111111111=111111=111111=111111=111111=IIIIIIa11111 IIIIII CONSTRUCTION Saleh,P.E.,o=City of _ _....... ._... _ _. P'/ PROP.SDR2&4P �� 0 DEVELOPMENT SERVICES Corpus Christi, �SAN.SEWERLINE Clry OP ContN¢ PI+ II qre 0.08 FL LOPE (.�.'.Y,�.�f EaeBen .t ,a,;: ou=Development C11TIS11 UDC 38.5.F(August 3018) .............. .............. ......... ....... ..... .. sP DATE:.101.5 19 Services, ➢D,i email=jalals@cctexas.com ''x X ALIGNMENT 3 ........ ..............._ .. ............ ........ ...... ..... STA 1 3+00 ,c—US Date:2019.07.1618:17:02 Ne„.„E..„e )aHcc,No -05'00 _.._ _ _...._ HUMBER C5.14 EN12.201 E.DaD I— Il _ _ _ — I CHRIS CRAFT ALLEY O I 1 I TT7 T J z m I ALIGNMENT 3 3.. E• RLyA:h1 yY 1d�ez��6 Jk 1 ,' � I v r te' 4 \ •"- ___l 1_ L L_L _ . s-1 .1,,,;.,,;., >� z.ze.x » NNK�X WN�OF p I4.(I , ,-..1:.1 z Yl z,.l 1 1 1_1 1 1 1 1 1 1 WEg0,_Z Ilw""'"s -J��I. L,„:.:-- \I— \ :1:I .�., „ty :�j l W 1- ortoo: aY-Izm 1_1_,__Tirr to W _ PiOALIIGNMENT LOCATION2E _` 00 0. 0 SCALE ' Ill r.3 •UNE SHALL N• . PROP.SDR2S.24' Z/I NEAR/ON WETLAND AREAS. SAN.S f:,R LINE 19 CHRIS CRAFT ALLEY l. 14900 FFL M. ss-n M,s Ns,-::M.M.-ss Mss Mss=n Mn=11=11=::NM M.M••M.M.M.Mss M.Mn Ma Ma Ma M. ALIGNMENT 3 - g -Ft a - - m F- zrm lg LT4e LT SO ^isw 4 10 ii= 9LDa x A.00D x g..j W N m o gi W g3.o N sp.Am I o ZWXXN 2'.- I z Zz to aFO a*- o 1.1 N 17 °WOpgu Q CrFQYip 7 "'Kt Wmrn gg th W ZN3 gi • O 1fg■ zV gga 4 "4.„ W spa 3 I- bag : xR n g PLANA PROFILE ...... _............... _.... ......... ......_........ ......._ .........._. ....._....... ........._.... ............. ................. C °ALIGNMENT 3 1 SCALE 1 5 ffi .1106'6i i. !: Digitally signed by Jalal EX„TIN° 7....J M.H.Ali Saleh,P.E. _ iron.. %'�A '" I = 1 _—__ -__ _ —1111—IIII— I=__-1 —11 —11.— ---111= 1= I-== I I_=1111-=-— —IIII-IIII= II_I _II _III 1_I I PIANSARERELEASEDFIM DN:cn=Jalal M.H.Ali I=IIIIII IIIII=IIIIII_IIIIII_IIIIII I ` III®1111E1111E111111=111111=111111=111111=11111f=111111-111111_IIIIIEIIIIII-111111-111111-111111-111111-111111-111111=111111=11111E111111-111111=111111-111111—IIIIII—IIIIII=111111 11111-11111-111111= CONSTRUCTION /S�aleh,P.E.,.,o=City of / L E.® DEVELOPMENT SERVICES Corpus Christi, PROP.9DR28.21•. .... �� �Y• CR),of Consnucuonplans will expire SAN.SEWER LINE rnE1fILS ase4 on conditions 3144 al ou=Development 0.09%SLOPE 490 FL ChNSII 19IX3B 61IAWust 3939) .......... ............. ...... 9019 Services, emall=jalals@cctexas.co �k QIX DATE'J LV 19 ALIGNMENT 3 M,C=US ._......_..... _........_..... ........ _ _ _.......... STA 1 4+00 Date:2019.07.16 MIEN, —. 18:18:13-05'00' M.�aN RA.RRp%1E; lif 5.1 s FND. 9 _ — �I .� R8P �f CNRIR CRAFT ALLEY 0 ? - TTrrrI 5_ Fa3, 3RR tFz T.9"-- 6N./ !ALIGNMENT 3 G �A Z Ei ^ 1>; x ^YFx x L w N D w r l y j 'al-- ,-.1:.1,:t.1.1_1 1 1 i I 1 1 1 W go6ZI— I,11 I� :._.__._:.__..A 11 c: '1-rI \t«I: z( x 1+,Y,) 1 1 2 Q��Z a _ w a Y yyy111 - r [ p IZr',3(01 r ya Y■e S� Q p W o W RI 1inuAAr'I'' -- , .--3 i L m IS¢21 Q 3 -PADRE-RP-2E- - - - — C p III a Pi OALIGNMENT LOCATION ; Z _,I a U . SEWER UN SHALL N. . PROP.S0528-24. PROP.MANHOLE 2 W 7D In NEAR/ON WETLAND AREAS. SAN.SEWER LINE MH-58.21 TOI C I E CHRIS CRAFT ALLEY 0.08%SLOPE -8.23 FL G I 1480 FL 11 Z ,—n .—::MI.M.M.MMMxMaMaMB.M.M=M-MI.Mm M.My — Mss Ma Ma Ma Ma n Ms fk• ''-• m e e ALIGNMENT 3 `J Q g$ R - - - - — —4. - - — LE') .- E w I .2Ws LT IB. LT01192BACREE5LOCK 1zaerW R 4N T.a1PADRE ISLAND •Sa mg12'1D al 0 PXXa��ma !I1 -- 7In Og$ I+ -1IIQMIRFIn 11glN gi�E5pW E K 'g'EE 4g mbg? E p: I I E € 0 L^# $ 15' C PLAN&PROFILE .. ._.... ........... ....... ......... OALGNMENT 3 `y11.l(,if', b ............. .. PROP MANHOLE 9085] PP''t RADE MHi 0' M1 0 14rl?t••`c Digitally signed by M H.Ali Sa eh,PE.Jalal --L'IIIII=1I11 n lI 111111 11111111=IIIIIEIIIIII-IIIIII=III I=IIIIIIEII I10IIIIIJIII�3IIIII=II IEII1111n1IIII-111111-111111— a IIIIIIMIIIII-IIIIIIBIIIII0IIIII 1111101111—IIIII=IIIIIMIIII®IIII=IIIII_111111==EI 5 PAM.RELEASEDRP DN:cn=.1alal M.H.All EPN:..9�10,. Saleh,P.E.,o=Ciof a PROP.S0528-24. V� f pEVpPMfNiSP1"` Corpus Christi, C1ry of SAN SEWER LINE re.a"::::u.+m• ou=Development 008%SLOPE ,,,�„,,,,,„„,,,„,,,,„, Ser 1400 FL C ox..l,ur�.”' Services, _ . ....... .. _._.. _.._ _._... emall=jalals@cctexas.com F DATE:WILT, SR,9 ,c=USALIGNMENT 3 Date:2019.07.16 18:19:37 -___...... _......... _..... ..._.... _... _ _. ......... _....... _. 40. STA 14+90 -05'00' CLIENT Mowcl« wc.,ccu.d ET Max ............... ..... .......... PROJECT aC5.1 5 FNo.zol B zo CCP\WdT 2019 I U . 3 — JALIGNMENT 511;1,i 1 �$ CHRIS CRAFT ALLEY — 11I ALIGNMENT 4 0 a a y�1Rh. �� irruR WN^pW Ii'I ��/�� %i/ hrr,,I ,.,�wl; lr .1 .1 1 1 1 I`I 1 1 1 1 1 H „0,zi 11��. ///?,A 'JII �5� \r \ M1 � nYl�jl I W aY-1Zm I� r ' hu IIIhc o .t, i Em�1otr _mo w� _ 1 TT1 -I 1-O. in Qr, °ALIGNMENT LOCAT-PION IO INPUT �a 00— maet (2 N NO SEN£' UNE SHALL N• NEAR/ON WEILAND AREAS. y IQ ii r Mco `+Ij�i 1 Z ' 1 91 �fl I �`, i` �Qe, mad \p PROP.15' TEMPORARY i'E Cu oE�clwcD t UFT STA W3N1p £�:ESMT PROVIDED M . MRIS CRAFT ALLEY 1.83 ACRES ' _,m ALIGNMENT•5 `7 4 w 3 m,o 1,1 BY OSTER 2 tl A,BLOCK 21 a el—a a—a (� PROP. ;a Z01 O aW '�nn S MALS PROP. T01_T.ea W N �'- 1.83 ACRES V TROh�•lZS MH-4 PA ISLAND No.1 tl 88 NHb 8 ST.SS MH-A Q '� LT 18.BLOCK 12 J POP 8.21 AUG NMENT 4 T• ].,1' h R TO„,.,,. LI ,W NV FL.-a,i5' Z W Q'x :i 5.6 PADRE ISLAND � \ PL. I Gp Z F DNNNFA:MOHSIN HAHEED 1 ,,, d \ aha�a�ss�a�ss mss�a mss�s�a =L2.=s_a MIw tl=a f=v A.MA. xay- E �– a— aFL.d.����a Q�I a� Q O WxON a� "J I 4 2,-.- W SJ OP.80RTe2A BANS%E L �� �✓ R , [].. ,EFL 1 s m Q 2, — 0 Z a I w . aNgln Exf �_ �� LIE ACRES tl 10 -4 I- ]W Ol N J r A.BLOCK 215 • q' N.. G w ow W— iX a EOBr.LD4T PANI�Ir ©.... L -ADRE ISLAND N..' B Z I 1`R' 2 W Z 01 3 5O a__— s_e_m—_ —�—v_a= n— —n— a__— — _s—n �,- � tl R Q- gig: WHITECAP BLVD All public Manholes frot tion 0+00 /a Q I E > 7"V All 5'in4&anholes from Station 0+00 _ __,s _._es _.... ......_... _ ...._._.Ares'in diameter --a _.__.g g._ IT 16 Are S' e�r 3 E — •s- ,',' W Eh h m to ..... .... ............ ............_... ............ .... 10FF3oP, ..d•.... FX18T. a. Xs ANATOLE PROP, '6gn ePROP. EXISTING i,- MANHOLE ,, yIs.. MANHOLE MAN K >16.111111-3111111.1 IIIIII� , t{ MN-_,1_, _ GRADE_ _ I _ 5 II ex =1111 11111®1111101111K111111-11111E111111=111111-111111M1111E-11111E111111 111111_11111-111111=111111 1111101111=1111 11116111111-11111E111111=111116111111=11111 111111_ , 1111 X.€ a _.._. _... _. _._.... _ a All publi holes from,aioll0+00 Are 5'in. e nage SAN. PROP.2P SORER SAN.SEWER LINE SEWER USE 00 85LF SLOPE 09% 1tQ '3 'Ethu'wmi PROP ,•@tAf,`.. ITOBASTING E TING �A+a1i,•E 0 EXM el-A °ALIGNMENT 4 °ALIGNMENT 5 � Digitally signed by Jalal M.H.Ali 1 E.F.,:, 2 scA E:,:, �/1/.` I diiPLANS ARE RELEASED FOR Saleh,P.E. CONSTRUCTION ®ux DEVELOPMENT SERVICES DN:cn=Jalal M.H.Ali Saleh,P.E., GATE:.....Y, R0,Si o=City of Corpus Christi, Cityof ConstructionseoncPIe,Esst ted.expir, ou=Develo ment Services, CORMS based PRionpRmessMeNln p ALIGNMENT Ch data UUC3.9E.T(August 2018I email=Jalals@cctexas.com, 4& C=US OW ENT Date:2019.07.16 18:20:51 O..u,N A•NseN SHEET NG, N�SOTR. -05'00' 0 5.1 7 ENG.201 a-Da0 0 Z g in CONSULTANTS SNI N N C x ¢ WN^OW Z I- W IXDI- WATER DISTRIBUTION SYSTEM GENERAL NOTES SEPARATION OF WATER AND WASTEWATER LINES UNPAVEDAREAJ IfI PA ACED L4REL4S IW Q Y J ZZ P I. PROPOSED WATER DISTRUBUTION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF CORPUS I. THE SEPARATION OF WATER AND WASTEWATER LINES AND THE MATEMAL USED SHALL BE IN U a ix r)J E CHRIST WATER OWSION DISTRIBUTION SYSTEM STANDARDS. ACCORDANCE WITH THE-RULES IA REGULATIONS FOR PUBLIC RATER SYSTEMS"OF TEXAS NATURAL TOPSOIL T A PRO F Q r N= RESOURCE CORSE....CONASSION AND THE CITY WATER DETAILS. 50[01 Fall ECT OR BETTER DEPTH)ROTH j I a_W U Z. THE CITY RESERVES THE RICHT 10 ACCEPT THE SYSTEM FOR OPERATION AT ANY TIME.BUT THE DATE OF m.o. m Now 5* OFFICIAL ACCEPTANCE OF THE SYSTEM WILL BE UPON COMPLETION OF THE PROJECT AND SATISFACTORY 2. WHENEVER WATER H WASTEWATER LINES CROSS.ONE JOINTANOF C900 PLC WATER LINE SHALL BE RIO PROCTOR 0ENMTY(Amu W TEST RESULTS CENTERED OVER THE WASTEWATER LINE IN ADDITION TO ANY WM.-MENU AS DICTATED BY ITEM i 1 SEE MAE 2-ITEM A _ Q W D C, ABOVE. % vA�rcNTMLEnr scnlpN m N 0 Q 0. 2. THE(PITTING SYSTEM STALL REMAIN IN SERVICE UNTILNTHE PROPOSED SYSTEM IS PUT INTO SERVICE. rg THE CONTRACTOR SHALL PROTECT THE EXISTING SYSTEM UNTIL IT IS TAX.OUT OF SERVICE �,�I Q m Q rg A. THE CONTRACTOR SMALL FURNISH ALL LATERAL.LABOR AND EDUIPMENT REOUIRED TO INSTALL TIDE CONTRACTOR MAY BE REQUIRED BY THE WATER DIVISION INSPECTOR "�_T- CC015T-SISSLltro swo I C� PROPOSED SYSTEM. TO INSTALL CENTERED JOINTS OF DUCTILE AVON PIPE AT WATERLINE 'ARV. ,. !(12 YLKS CEMTNI/C..r. u 5. TESTING OF LINES(STERILIZATION AND PRESSURED)SHALL BE DONE BY THE CONTRACTOR UNDER THE CROSSINGS OF EXISTING HAZARDOUS PRODUCT FLONLINCS. �� ^A�.,I� F �WAJ mCTTEO ra In SUPERVISION OF THE WATER DIVISION. WATER FOR FILLING THE NEW WATER LINE AND PERFORMING TESTS 5 5, ''•O ,Z 9 (TM D696) W L BE FURNISHED TO THE CONTRACTOR BY THE CITY OF CORPUS CHRISTI THROUGH A STANDARD WATER p /i KA SR ABLE t-NTM B CONSTRUCTION METER CONNECTION. STANDARD WATER CONSTRUCTION METER AND GAUGE WILL BE COM M DUiIfR PANED SuRTEE „i„[ .P.....•' A. • F'Q N 8) SUPPLIED BY THE CITY AFTER THE CONTRACTOR HAS PAM ALL APPLICABLE FEES FOR TOE WATER 8550 VATERUI SC , ` jI CONSTRUCTION METER. ALL WATER DISCHARGE MUST BE DECHLORINATED IN ACCORDANCE WITH TNRCC& NPCES REGULATIONS Sue.. Cy1 A.®4,-•i , j W Ry 6. THE CONTRACTOR SHALL RECOVER AND STOCK-PILE AT A LOCATION DESIGNATED BY THE WATER DIVISION SEE NOTES e[ww a /�.'6+ E Z INSPECTOR.AL FIRE HYDRANTS.VALVES AND lITIIGS THAT ARE AMEN OUT OF SERVICE.MESE // " / i �WI �� � MATERIALS MAY BC SAVAGED BY THE CRY.HOWEVER.ALL ITEMS NOT CLAIMED BY THE Cltt PRIOR TO THE YY �������.A S} FINAL INSPECMM'SHALL BE DISPOSED OF BY THE CONTRACTOR. r 011010 KU= •' WTOE AIEALI Or ISS i' In J'+ 7 THE CONTRACTOR SHALL BEAR ALL COST ASSOCNTFD WITH WATERLINE REPAIRS(WHICH RESULT FROM M.. 7. 80 �.i �,AUIWT,C NRA/ON TAPE UI CO B!J DAMAGE CACSED BY THE CONTRACTOR) UPON COMPLETION OF PROTECTS. ALL WATER LINES SHALL BE T- 11'ANO ROE FREE OF ALL PATCHES AND SPLICES. �' < L• I[Q m 8)88 P ALL PHYSICAL TIES OF THE PROPOSED SYSTEM INTO THE EXISTING WATERLINE SHALL BE RECONNECTED AND / SWAB ERwSE BE AIDE UNDER SUPERVISION OF THE WATER DIVISION INSPECTOR. THE CONTRACTOR SHALL FUR..ALL WATERL/NEM/N/AIUMCOYERREOU/REMENTS ,N, U.1.„Cb N ,, I FAME / W MAIERWS AND ALL EQUIPMENT THAT S REQUIRED TO WKC NE-INS CITY WATER DIVISION CREWS WL DIT TR SCALE �,' , 0 Z N CO Q i� MAKE TAPS ON CITY DAMNS ARRANGED THROUGH WATER DIVISION INSPECTOR(72 HOUR NOTFIGTION). ■� ` U NOTES; . T trt Z 9. ALL EXISTING SERVICE CONNECTIONS TIED ONTO THE EXISTING WATERLINE SHALL BE RECONNECTED BY PM N Er A W N €R ALL AWNS MN THE STREET SHALL HAYS A RAGE OF J6"OF ��,'> .., X 2 UJ Z 0 R b CONTRACTOR.INCLUDING RELOCATINGCOORDINATE EXISTING RATER METERS. IT SHALL BE THE CONTRACTORS SOLE 1 COVER AND BE 12"MINIMUM BELOW NCE WITSATZVALUE THE ViLLK DETAIL. Y.6'W.FOR HTS AIS'UlA a C Z �.� :�x412 ALAN.Eq*5116'ON O x E RELOCATIONS IN ADVANCE OF CMNSIRUCTON TO AVOID DELAYS.(NO SEPARATE COSTS) 1 ALL IRANSMISWON WINS(l1"DAANE,.f ABOVE)IN THE STREET N yAL W O In gp TO MINOR LENGTH OF WETIE IRON PRE ADJACENT TO FITTINGS AMY BE NEOUIRED AS DIRECTED BY THE SHALL HAW AB"OF COVER AT ALL POINTS. g VI C F' U WATER DIOTSON INSPECTOR BASED ON CONDITIONS ENCOUNTERED IN THE FIELD. THE CONTRACTOR SHALL S ALL AWNS NOT UNDER THE STREET SHALL HAVE A MINIMUM OF TYR..RIPETNENCN/NG BEDDING AND iy a c 6 4 CE C 4 to g< USE D.I.P.AS DIRECTED AND SHALL BC PND AT THE UMI PRICE BIO FOR THE APPROPRIATE SIZE .J6"OF COVER AT ALL POINTS. BACKFILL FORWATE•RL/NE q O W VI F N J UI �,� WATERLINE. A ANON LENGTH IS DEFINED AS A SINGLE LOCATION REOINMNG THE USE OF TWO JOINTS OR M •,;-'5 ZX@ YN LESS NOT m C.)~ R ul W WF II. MINOR ADJUSTMENTS IN THE LOCATIONS OF FITTINGS.PAVES,FIRE HYDRANTS.ETC CAN BE ANTICIPATED. SCALE MOM(fONCAETE PLAYEWANT OMNI 4..O C I7 Z OJ W THE CONTRACTOR SHALL MATE SAI MINOR ADJUSTMENTS AS DIRECTED BY THE ENGINEER AND/OR WATER HA RENT W € DIVISION INSPECTOR AT NO INCREASE OF CONTRACT PRICE WATER 0M5AMN WILL BE ROOMED PRIOR TO ST LIx421022 n 0O BAEKSLL SON ATEA R >o ALL CHANGES. ti 411 12. ALL NIPPLES BETWEEN RUMS AND VALVES ALONG AWNS SHALL BE DUCTILE MON. GENERAL NOTES FOR BACKFILL C-.) 0 �_ a 4Sg IJ. ALL DUCTILE IRON PIPES.VALVES. MOWS AND MOWS SHALL BE WRAPPED WON(2)THICKNESSES OF B MN. 16131.1-1 TABLE 2 4 POLYETHYLENE AND SHALL BE RESTRAINED WITH'f.EGALUG.MECHWICAL JOINT RESTRAIN OR ENGINEER RETIRING ANN INITIAL HATRED I FINAI RACKFILI APPROVED(DUAL AT ALL FITTINGS.CONCRETE THRUST BLOCKS SHALL BC PLACED BEHIND ALL TWANGS (BELOW PIPE 1R)I2"MOVE PIPE) (GREATER THAN 12"ARRA PIPFl iNb EXCEPT WHERE LOCKING OR SWIVEL FITTINGS ARE UINIZED.UNLESS OMFRWISP SPECIFIED BY THE WATER 8 a DATION ENGINEER. ST OF INF FOLLOWING OR UNPAVED AREAS TPAVED AREAS -J- F Wi g IA. ALL OFFSETS ARE TO BE DUCTILE IRON PIPE ASSEMBLIES LOURED TOGETHER ST RETAINER GLANDS.DUCTILE XL ADP.AND hgruT R xrouDYMENTS' or ABA(PRE IRON BENDS SHALL BE UTILIZED FOR ANY CHANGES M ALIGNMENT OR GRADE T000IE[D Br Ca SLANG W TOaAL STONE ORB[SELECT EELEE Troaw pini I� OR R T5. R A WATCH UNE IS TO BE ABANDONED.THE CONTRACTOR ALL FILL WITH CONTROLLED LOW STRENGTH CRAWL. MA ANL ETHER NaILwA xA SATIO ON ANDY `OMSIC SELECTKC.AWN;DR ��AMATIAL SIMNMLLL MAI AMERMSL 3 J M /I MATERIAL,TMRAFILL"BRAND OR ENGINEER APPROVED EOOAL,YAWS WILL BE REMOVED OR FILLED AS WATER LINES N Ero LATERAL:ALL FO yq yyy!!! /VJ REWIRED BY WATER DIVISION ASPECT-OR 0.R FREE CLUMPS KS GRATER AEA x I.I O N -20 16. CONTRACTOR SHALL COORDINATE WITH RATER DIVISION INSPECTOR AND NOTIFY ALL AFFECTED CUSTOMERS Dl I. MATERIAL AIMING TOE TALOWIC CRIIYR TAR E.USE TO1 00SE I.IF TS PLACED KOIAMETER PT BE CLOMPS 0 LJl S HOURS PRIOR TO KBLOUT OF EXISTING WATER SYSTEM ME[ ASM 02081 Toa ND wK. NA Bic 0408 B Sm PROCTOR 8 • To. f 17 WATER DISIRIRUIIW SYSTEM STANDARDS CALL FOR MAXIMUM At COVER ON WATERLINES WHEN DEPTHS RAL TOK SW OW EXCEED 48°COVER TO AVOID OBSTRUCTION.THE USES OF BENDS COULD BE REOUIREO _ _ 5m.POMCTDO(ome). S LOOSE ARTS W IO'WK OR W SELECT yn ' IB. CONTRACTOR SHALL KEEP ALL EXISTING VALVES ACCESSIBLE DURING ALL PHASES OF CONSTRUCTION. LASNIRE 10 BE S W 5M cw cu 0+AX OF AMARA MATERIAL i[ s2E WM LSE EENT TB 19. ALL NEW RATER MAINS SHALL BE INSTALLED SO THAT PIPE/DENTIFIDATION MARKINGS ARE LOCATED ON THE WL NAM[2-ITEM B p Q 3W AND WPAM .I _SAE J ADA/$/[O OW ED PER DEE E2-IENGINEERS aN 3/L TOP OF THE PIPE. Pmsswo LASTIC,/4 SPEW- YM.NN AIX B. TOPSOIL TO BE D OW BOHOV Of REND BASE TO Ld EjA •5 B1.T(��X ZD ALL SERVICE LINES UNDER PAVEMENT SHIN[BE ONE INCH.ASIDE OWIEIER,MINIMUM. ALEX(N)-M TO ID A0100 0000TH BOIIW BEL Z.IS OEK u(XACANA L a CM3H[O LOR WALTER TAME:uu Du NTOETI [...Kr Lcr LOLL Bas L E1 VJ ^ j,,. '�.y L IKEIeVD CR.WAt/ON O<. 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E RESTRAINTSE WATERLINE ADJUSTMENT DETAIL V N AND cwRIERNOPPE OR TYPE OF SPACER USED. AS NO EOR M WC..ARMS. . CSPECS.ONCRETE r BLOCK.AS I G EACH SIDE Or SPAGRS ME v"P TWINE r ORE w THE DESTGATED PA.°mSO.v INSPECTOR ER ORFORD LOU. Nor 70 SGLE c CASING PurIS O. CENTER OF THE NI G N TE TTOOc FOOT LONG GPM ARE AEE Ira CwER GENERA.wits igi FEET SEA C. NTO .. � [D A uNr. r CU [NDS K C SU ON FO MCP . -)�� ,,,szEr,,,__...) ...awn`� ) .PPRDRAEEND SCALY suexcr FO EwINrrRS xr4 GSW SPACER SHOTO ar SPACED E ST SPACER OF MOT EROS EACH SEE Or.awlI B.aa I m INSULATOR SPACING DETAIL I /- I p CO D] Ft NOT 70 SCrV z>m im —t_J L— - RODS AT BOM EwO a cine'"`-rERCNos ^_ N W 3 N CO p=a G•h„,,,E F co'' / \ tem I:: W W W m�] A ,•cDpPER WRAER rw" a.90 ,o, En•°.1 I CAsw MALE B:STEEL ` •O Z W r 0 Ln €.W ,aNDB 12 Z ;'BP1ss VIE �' ° BaG'� °C TYPICAL CASINO DETAIL a V °i z Z o. Gia oNEX yDO.E_ 4 / - ---- t--.7 / Crm TO SCALE 3 In W W W p N $ "•!- _t 1 I 2 I II)CLxw 4 Q1-JN :dp •'4, ' c _ : BRAss nTewcI I (Jk-- N D W>W OI -. wPEw'P'OB BE INSTALLEDAT VT PONT OF o W z 0+> f5.2§ --- Os' Ear CCw..nar(PC)Or Me CURB RHEASER PESSCaC CONNECTIONS GL RECK.ARGOT. }• F , Z- f56§ FMIATRG Ds LAP.OF?Mw CHRIST GIG CATARTYCNTI NIR ANOMER 1- a 0 >0 'y WATER TAR ANO SERVICE TYP/CAL VALVE'INSTALLATION u `� THREE TO SIX MATER CONNECTIONS AT INTERSECT/ONS " 4 81a 8 RAT TO SCALE NOT TO SCALE . W � FNI kgg TEST wsER ASSEMBLE 1•BGGSTEEI ELDON E L` CONTRACTOR T A1°ir'iw v INSTALL Es EXIST.BUN 'TI a•eGSssrRm ELBOW J o �7` go POURS . --��®ul �V wlaer FOR SAGES 1•RISER ASSEMBLY "W°LE TOR SALrMLS 0 GLI NS1 T..ISS Ga 7'VMVE 'y r AKER ASSEMBLY r MAO Or ME .GP MALL (� LOCO.APPROVED BY THE• AMER J M° r DIMS. TN CC I. STATIC R5I MUTER FOR Mt.INE FLIM LIN,AND PER...TESTS wet B MU 1.r OD Z j BE ARRmaB CONTRACTOR BY Or s MATTI THROWN A STANDARD - MwP w FOR SLAVIC,MIXT r RPR snnicw,v W.Ca errroM.sr CONSTRUCTION METER AND :�r„ - MASTIC P•GC..PAPE '6- a 4 rr GAUGE NW BE sWMEO BY ME MI AFTER TM CONTRACTOR RASDI PPNO ALL APPLICABLE Cors O LSF �,Ep PONT PG.A°PNDKBE rrOwrRSIK9Y FEES FOR Pe NNW,CONSTRUCTION SAx"nw¢wENs rV PUNA�SIxIALL BLUTa2w.�nirCrtR Am ' 11,1.Buss Cr=u t �!^1 '.i GI. CONNECTED APPROVERTr°wPT rORcro NOSE r°GHr ATTER SHALL Bir PR�BUSE DGAG`wsl eITOPIC RE a'A" W. V ... .... ':.. PRESSURES Br A ONE(T NCH SUET,RELIEF WIPE SET AT MF TEST I lie w PLASTIC Q e 90957 F litICO PRESSURE TY NI FORTS 1•CO.. ■ lie.Bu55 HEM[ ° ,!C(,,.. wNaG ;AB EN MAw REP wrH AND r O BY TE CITY I■ 4 wQgir R`�``e. BACTERIOLOGICAL TEST:CONTAACIOR MALL rlwnrsN AND RSEUL TEST OTTER ASSEMBLY. SER BA TEROLOG:M GYM[Gro S TEST, ST,tNTRACTIR SHAT RENCK TEST RISER AND E MW SYSID/ r CE swop..OR DE PATER 111 SLEET ELBOW 1•TITLE,COPPER rtp CONTRACTOR LS rABr'n AND EORPMENI PLO IS WONTED 70 ANTE a/CONNECwN.CONTRACTOR ELL SCHEDULE B COOMPdR Actg EM RR UNISON INSPECTOR OST GTE B MR Cr BE-w.(r.TOWS wrecetav) (r iii ® . avTRACrtp SNAIL FOARsn AND INSTALL TAPPING PEENI'OR S ME AND TAPPING GTE ME; AND NQIE: c BRASS 9O-ELBOWW RACK AND NUR BOX COUPLET.Ern TO LOPE IAP(71 FOURS wIMCATKW/ AFTER BNCrzRrAOSCU MR.PASSES L ROAM PSG ASSEMBLE TEST.CONTRACTOR PAL REMOVE RISER GT `aPAssC"1,I. r 3 SHEET_W ACL 1'Bess CAST Bmtss TEC PEE 505 TOCOTO Dp,E NO. DETAIL A^ ASSEMBLY AD INSI DETAIL 'BRI DETAIL C' TEST RISER ASSEMBL YCONNECT/ON TEST RISER ASSEMBL Y TEST RISER ASSEMBLY 4 DATE:JOSS I n 2015 NOT,o SCALL NO,TO SCA( 1401 TO SGLL EURESNED AND INSTALLED BY CONTRACTOR PURNISTIED ANO rnsuurO BY CONTRACTOR DTI PROJECT/ WATER DETAILS CLIENT NoneM RAonteo _fiHEEt NO. PROJECT BER CS.c 0 Z ^ N ,-Q CDNSUI ARTS SKEET NO N a' •X N—0 W r MIL m rc W Z I- -- 00..IL I,• USED BY ttxmaroa ER P0(0 AND CUTTER I'_D"NM ] PRE-SEI EAR TCN« Z 0.1,J 0 F 1 ,'rrral''.-� ,-cir r.� c ' W Y Z N Ifj I UTTER BOX(BY OM 1 SIDEWALK CURB AIN GUTTER wST.0 w-«C.C.CURB HERE I Q N I P00°(010 LINE : I-O.^—U -`._ANCIE METER VALVE OR I -a� u.WAN CL«B m >Q Q ONE PIECE SORB POLYETHYLENE WIND OR f BRANCH MOTE ASSEMBLY •,,) J a WE I COPPER,/A'W r'AS REWIRED / (ENCLOSE WITH',manna.) aaDMRn LRF - BY a,°"' r,/" ¢ (CWIINIADS MOM AWN TO HERR) �/ gLnII� �'— g 00'..(10 BUSED TORR'w" J p I U CORPORATION SLOP :,•�BRANCH ANVRE AAssssam, ',, 8 1(1 ��/i a-15 FROM HORIZONTAL (ENCLOSE WVM Pa YET...) �Ir AS' BRASS"IY"DETAIL MARKER LOCATION/BROHI i ORE P(CE SORB PAYCImI IUBMC E MIER YAW % o9E K COPZOLIS F,J/A..DR r AS IER WV rconrMwus FROM c-sem TO.rcrzR WV. PRE-SET SERVICE LINE MARKER DETAILS SERVICE W/TNSIDEWALK sm.,rrr ' ; P00004 R0 SIR AC cu To f ,E {� MOL TO SOSCALEWATER MAN r m ?6 2' WW ;o TYPICAL CUL OE-SACSENV/CE I Z y m 3I — : NOT TO(0440 CURB AND cuRE" SERVICE[/NEd1ATER/ALS n ce a ul 0•1,,,, y RB,F �w mD,�d nE® vs TIRING �ENE11\\ _ T.Z. W W U)W W £,B MEIER BOK(BY aro COPPER )'.COU(tA:S - #4:' \ SFRVTrE rl AMP, ' z ID r O 0 R w Jio- I -Ir.rwrcAo TARS my e-MWST I .MVAD CLAM-TOP COWEC'.K« Ln Z W W N xtY ST AWT SHNT BE INSTATED = X ice: - PROPERTY LMT- .ADESY.BY RER �� AO B"..0T/0.,...% WO[R MUHS. () - Z X F-V «snuar mcE"ME.. OR CORPORATION STAPO P DOM b _ 0 %ZDI yTH'.1-.I ryc ITION•RrOP%«MD I TAS COMER cOwarssnv ounrr v W X ONE PIECE INRs PDLmmeRe TLrewO OR ANLL[METER AALr OR APPROVED CO.,SHAT BE USED. � CLAW- AT ALL SMOLT TAPS IN U W O Itl ggLU �.J�]••BBLss TEE DRE PIECE SOR9 PODYEINMENE TUBING OR TYRE K COPPER / III Q-R & Q re F LO �tlp Tf9r K COPPER.J/.'OR I"AS ROW.. BRANCH VAT.ASS.BLY • (cWa+ars FROM u+«TO MUM (ENCLOSE PITH POLYETHYLENE) ES (F) I- U— TU. PIXPTHYLFNF AND 0D FOR 44L SFM.CE.«ES PEW.WAN ro WNW-sM MOWED J/....I".I I/:•. ',.:,›GQ bl NEM^aR TYPE K 41..' K II Inas Iva., AND 2 THD SPLICES.uLOWEDI Ih w F Qin J ul ;Ai',, i OW STOP , U N�% AT 1' MET (fir�\/N \\I' ( RX NE1 REAVRED AT ALL METERS-SMS J/.'•t 0-«SIAL[J/... 0 I O Y6r;,,E W CIN AND RING NnFSY P9[CRO(WOWS(- n /"0.0 WARP THAM yp TAP PDR I"«.PLAN! uClEll NUT RAYL Br J/.'YALE LP.WILFI. C-.> OM SERVICE W/TROUTS/DEWALK BOIL ADAPTER COUPLING(BY OTHERS) 17.nu ROW THIN J LOIS SMA[r SERVED P.Ire o.T ALL REFERS-J/.'•t -PAUSE.P.n P.e eawarssAw. Y W g X$ HOT o SCALEI cMULO-O0K O. neo scam II TYPICAL CONNECT/ON DETAIL !NOT"R CLP v"u BE PROW.BY MF CONTRACTOR`Os J/r WIER maws.r CO ke g taw sHLOrR an oo Br Twe-s nor UM.r a+E was ra um.c,(I•r.9 Kree Se9aaS SHA, NOT TO BE CURB AND GUI£R-„ / BR.,FITTINGS sT . BRASS FININGS SHAT CLRRY«M AA.TA CB00 E6 AM A MVP.IN POT£TmENf. a En $o z. I a •�� ANGLE METER aimCONCRETE LI o X METER BOK- L / MOTTO COIRY« .1., nmNG T RADAI FOR a -W y. (Br CITY) _ T. 2 W jr IS. - ANGLE WT.RMV(OR �`j �'� PROPERTY LAVE-1 ..�� T N (ENCLOSE INTO Aan-N .. B'cA v.MS(A INC (ENCLOSE RiH FOLVEMtt(NE) WINA YSTµT R0 S Q? OW PIECE SO.POLYETHYLENE rum.OR REO-MTi[CRVE W. qy o MT K COWER.3/0 ORI AS REWIRED PR.(MFNT "Z CORPORATOR MP�et, a(CONRNOOUT FROM AWN ro MEIER) 2.SD.POLYETHYLENE M Q ,E �.`A 45 FROM HORIIaRAL CDAWNG OWER NOV K N •- 14- SFRAC'E SADDLE-MASS/BRONZE CORPORATION STOP BRrH O l.l I(a! 90,57 i : WATCH u.UN A rNSE ON WC PIPE) LP.IO A ^ Q Y.�'.IkL r�Tl`F� - (J/�"AOR I') �f JEW I9 CONaIfTr ``�Tw'MIAI SERVICE WITH SIDEWALK TIED TO CURSf. WE" • " .;....33:c I_B HOT TO SCALE 84115: EM� I. //-THERE IS LCO THAN I'WV BACK THE TOTER DIVISION NAL APPROVE ANY S[M%E R[ CAVIL u •E'� OF SIDEWALK PROPERTY LUTE. H T CEMENT OFA SERVICE LINE IN A COW PENNG.COMP n«INC.rJ.r. I.. DONT a ACY BOLLARD METER BOX SW"B[PLACED I BCH«D WDaroFwALK vnMTION. 0.7 0'7 (/...W 5 SNEU_of_ PROPERTY LINE AND UNITY EASEMENT AS«'303(0) WILL WOW.. BOLLARD DETAIL RECORD DRAWING Na 1 of000W 10 TOPROPER,IU.'FROM THE TYPICAL CONNECT/ONDETA/L NOT To SCALE 4 on.E .IU..,a Dol B SEI 0 000 SHALL OK PLACED BOWS NOT To SCALE G1,PROJECT WATER DETAILS CLIENT IAO^«H RAWH[o.tiHEC N.D. PROJECT C5.D END 201E 020 0 z ... In UNPAVED PAVED UNPAVED I PAVED CON300TANFS MELT ND. N N • W PROVIDE NEW RING,COVER AND STAINLESS I THROAT OPENING: SSEE PIANS N SPECS FOR PBONDE NEW PING,CODER ANO STAINLESS I THROAT OPENING: SEE PLANS R SPECS FOR - It W N .Z/- STEEL STEEL(SS)INFIDW INHIBITOR EWIRED DIAMETER SIEEI(SS)RO W INHIBITOR REQUIRED DIAMETER MANHOLE REQUIREMENTS W CK 0 I- - 12' I 12' I ],000 PSI CONCRETE COLIM(PROVIDE PIPE DIAMETER MANHOLE DIAMETER f 0 0!0 0 F HOPE RINGS FOR HEIGHT 3,000 PSI CONCRETE COLLAR(PROW. 116' a• Z < J Z IB ADJUSWENTS(18'MAR) I HOPE RINGS FOR HEIGHT I REBER REINFORCEMENT 3-Ea BARS) _._ W Y RESER REINFORCEMENT 3-E1 BMS) ADJUSTMENTS(IV MAX) II<TO 136' 5' B. RALE CONCRETE TO TOP OF CORBEL ' I PUCE CONCRETE TO TOP OF CORAL ' I 36"C TO Saz• 8• QJ MATCH OUSTING n x Q m g 1 LATCH EXISTING LUNG.,2•LGN" Ww�`W` Wn CONC. 2'MN E - HE.3 j 3 a V \ RO'J J� /'�"v 1V IMC:3'MIN N��,, .. 2' ESTONE BASE OR APPROVED ____ ]L W D) —,. IltllnitrlllA � 7)�� ��``Q� -.= Illtllultllnit 9S BSE MATERIAL(TOOT ITEM zat. APPROVED COATINGS TABLE Q 0 W U �'C\(\ ,/�6� Ennuptm �\ �� unitnnunn� _ N>0 i HJ '\`r/ ��J:Q ����J�a 12'LIMESTONE BASE OR ,�Y�H y`J�\��`\�r0��\����\�J SWELL THPrPE A.E TTHCKNES)SI OF THE MANUFACTURER MANUFACTURER MODEL NAME J O a J%JH��/rw�\��/JrrJjr�J J' �jrJH,JHA IPMOVEO RISE MAtERML WALL JOINT i0 BFC\'p�<� �J� .�r!P �HJ4H TO//JH�GO BASE BE LESS THAN THE JEiTCO1T JEFFCOAT 320 J �EE m Q Q' FINAL BACKFILL TO BE _bsaFGA�G r41N241,2 YI_C%4*/JJ T.DOT ITEM tat'TYPE A SEATED WITH PREFAB .��%JG��iTHJ/in�itt"//` gyO�H\�MITA O THICKNESS OF THE EXISTING RAVEN LINING SYSTEM RAVEN 105 Q O a O CEMENT SIARS2HP X%J�l/JJ� r,V'+J/J 'H JC A)CHV ( RUBBER CAS"R / pl/�r�♦ ADJACENT BASE. SHERWIN WIUWIS DURAPUTE 5800 SAND(,.5 SACKS OF /�ip.1.•�\�p,/,,,AJ.OJ HJhH\ GRAM I-t)IN NO CASE SNALL 24'r i•'y`H�H�:`�?F •:Airy A 0 CEMENTS/GE) CHH"V. J Alk ME THICKNESS Of TM BSE BE PRONOE CORROSION \ar H�/ J ,e4.Cr��iT�4, FN,BACKFILL TO BE SELECT N lh LESS THM THE THICKNESS Of RESISTANT COATING PCP H{ h 4 ?A J. EXCAVATION COMPACTED N 6' CMBOLINE PHENOLATE 309 r iILI, f%` THE EXISTING ADJACENT BASE APPROVED COATINGS pe H NJ URS TO 9514 STD PROCTOR GHOUL I- FARLR'/ `ir i ALL BRINGS SHALL TABLE OR CONSH ELD 41 H yAHa y(JV4 rKHJ DENSITY OAT ALL CONCRETE SURFACES INCLUDING BENCH 6:WALLS. BONDED JOM J HS H�4 CONC AOO TIVf (‘-,c,.4,.‘,0,11..111 J' hH h. H PLOWABLE FLLL 12' `\�% / G (f, BE SDR 208W'ABLE FILL 12• '' fTXAg JJ1 rl_ MIE <•144/5.1/4",.5JABOVE CONNECTOR ABOVE CONNECTOR PRECAST c_o,g, pew .. H 4 SJ"JH'a),, ALL WRINGS SHELL H\r1 J. AR ESS•.�.T\�. DAY ICONP SER L a000P5) '\•�\� Ani. SLOPE I.,.i.i. ,rJ BE SDR 28 FLOMAHLE RLL BORN \ T 1®® O DARAFILL ADDITIVE 1), SIDPE �I® �. I IFI. rffii yy (.0 PSI MIN O.BOYS) = MOVABLE FILL WITH •- �. i 1'/R. OWI.FLL ADDITNE ;yil - e NO 1 DEBAR DOWELS X , �� (100 PSI MN•O 28 DAYS) SEE PIPE 11 12'LONG AT 2a' OL SEE RPE ii- ELL DETNL (7 SEAL DETAIL L MINNUY WAIL iHICL4NE55• TMX.SPACNG . PROVIDE DROP ,L L] CONNECTORS"NEN F �� F W lY fOflY CONCRETE FOUNDATION / "`ROW ENTERS 24PORN CONCRRE fO1NDATON \' ) 54:14'H"-8•WKL m (MNIMUM 10•THICKNESS) �, j/,o % OL E Ing • BI ER ,• d l PROVIDE CRUSHED STONE PER \I y1 � • / 3 N N 9>a La WT ITE"221 CR t 3 OR a I AS REQUIRED(12.4N)IF 1B' B W N W(0 BS AS REOURFD(lI•WN)F '. _ 18• GROUNDWATER IS PRESENT 1 1t ~ Z N N 0 DE GRWNDWATER IS PRESENT - 1 _ 5... 6 l _ In Z (0 W N SFA COMPACT TOP 6.OF DENSITY AT TO \\ :. i/ i COMPACT TOP 8' D SITY AT TO 12' 95%PROCTOR I DENSItt AT•898 \. 59 PROCTOR DENSITY AL 898 •I�I' I I•�../'I = :o OPTIMUM MOISTURE ASTM D89B 4\ /v 4'A ClR OPTIMUM POSTURE ASTM OBBB \I��V\ '``` b U C Z Z a I- S^• N9.R(1145 \\�,�\\\rR �\ O R BMS •- W)( g: H M+2• 0 8•MEW HOD 4t• O 6'MEN N FIBERGLASS MANHOLE CONCRETE MANHOLE a a a a a m MMgIE NOT TO SCALE NOT TO SCALE O ti ELI f a I0 N O1 t in a MANHOLE BOTTOM SHALL BE SONOIUBE OR EOUY Svi 0 Z W W•, p SHAPED wITH CONCRETE 1, . ECONC..COLLAR 1B• FIELD BEND O U W Z Q1 '^� II"GROUT;SLOPED I'/R TO OF M.M. OF Y.H. ■LAO E P: PROTECT DEPOSITION TO TOP MANHOLE WNL(FIBERGLASSII �__ ,.�_+• T' t >0 I Et.. OF LARGEST DIAMETER PIPE .II OR CONCRETE) PROVIDE RUBBER SLEEVE �- ='_ NOPE ADJUSTMENT 8 f Rr 7 ,� F SEAL OR RAI.STOP E!' z• GABKR ,Mrlcs(,6'wx.) U ai � E � /-11'11_ PROP.PVC I BELL OF PIPE W �\ _'' PANE(1 W.) PIpE -� 11111\171t1;ANTL"'MR/T.GROLIND + W���.�MANHOLE 8'MN. �I t _ .\ OFTN T. Xo CONCRETE Imo• TT.. Of RMS"GPILE ^ AD L/2•RADIUS(TVP.) BDIES: - ` F �0 I. NSTALL SEK IN ACCORDANCE WITH M.S.SPECS. REINFORCED 3000 PSI Ci pHµ z. USE RUBBER SEK ASSEMBLY APPROVED BY B' \\ CONCRETE PgOTECTON NW IRT DEPARTMENT.(TPS14W OR WPECONX OR CONCRETE OR T. J g INSERTEA TEE) FIBERGLASS IN DEBAR CIRCULAR Q TES.AT 12'O.C. WASTEWATER MANHOLE(BOTTOM) PIPE SEAL DETAIL o NOT TO SCALE45.BEND NOT 10 SCALE €w r__ MANHOLE PROTECTION IN UNPAVED AREAS L,Qa • suL PIPE A�'� FORCE GENERAL WASTEWATER CONSTRUCTION NOTES: (CULTIVATED/SPECIAL) a l WN NOT i0 SCALE ,P�r I. THE CONTRACTOR SHALL VISIT THE SITE DE THE WORK MO EXAMINE LOCAL CONDITIONS N 4<11L,61•I ri I� TO BE ENCOUNTERED.IMPROVEMENTS TO BE PROTECTED.AND PERM.AND FEES TO BE gLE yE REQUIRED.KONG WRH OTHER RESEARCH THAT IS NECESSARY TO ENSURE THAT THE 16'CONC.COLD' HDPE ADJUSTMENT RINGS }4}4 W =' iY �'S yY CONTRACTOR THOROUGHLY UNDERSTANDS THE PROJECT AND IS FULLY AWARE OF ALL THE (18•VAX.) "Q ",Kjp1 MiPD Wy',1' Itt r i� CONDITIONS AND CONSTRAINS THAT MAY M ENCOUNTERED DUPING THE COURSE OF •• PROVIDE RESTRAINED ��-. 90957 CONSTRUCTION. �-_``G JOINTS(TTP) 4wA[ 11.. ..744... 2. 114E CONTRACTOR SHELL WHERE i0 ALL MET REGULATIONS PER b TAD CHARIER 217 V = H yR;�r!RT f\� 2a, AND TRENCH SAFETY FOR EXCAVATIONS. ' ��, (n 4 F' BDA 3. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL AND MUST ADHERE TO THE / AFL 1'M�LA ., ��j_ / wwuK W UNWORN TRAFFIC CONTROL DEVICES(EMELT). J \\ FINISH GROUND W�B GRAVITY a ALL FIBERGLASS MANHOLES SHALL BE MONOLITHIC WITH 0.50'MINIMU4 WALL THICKNESS. EXISTING ®�1® MAW CONCRETE IF PROVIDED OR REQUIRED.FIBERGIMS BOTTOM 5W4.L BE DESIGNED TO W.VA. GROUND g �® PAD HYDROSTATIC HEAD PRESSURE UNDER ALL CO<ORIONS. 3000 PSI CONCRETE / 5. THE MANHOLE WALL PENETRATIONS FOR RPE(8'-1 S•LEDDIAMETER PIPE)ABOVE THE CONCRETE OR 11#.0..gq.tf 04g,g.1 MOVLINE OF THE MANHOLE SHALL BE CORED AND WALED 2 TH APPROVED SEAL GASKET USE RM RBEfRGLA55 (PROVIDE RENT �Y/ WATER STOP ASSEMBLY. EQUAL TO FORM MANHOLE REINFORCEMENT 3-Ia dAg fii- B CTO.) RAN 6. FOR FIBERGLASS MANHOLES.THE MANHOLE F10 THE ON MAY BE PREC.T ON GROUND CONCRETE COMM BARS)TVP.(14"111.0 SURFACE.(PROCEDURE MUST BE SUBMITTED TO THE ENGINEERING SERVICES ' bI0) CONSTRUCTION ENGINEER FOR APPROVAL.) 2�TF NFLUEN"TD FORC LE 1WN MUST BE VINO WITH RESTRAINED FROM PARALLEL WITH DOWNSTREAM MOW DIRECTION. T SURFACES,INCLLRUDW"CKCORRBEL AEA.LMANHOLECWALS AND MANHOLE EXPOSED MANHOLE PROTECTION IN UNPAVED AREAS 1ramD DRAMAS ND a. FOR FlBERGUSS MANHOLES WITH WATERTIGHT BOTTOM.ADHERE TO ALL MANUFACTURER U DATE•.IULv 1 a 2019 FORCE MAIN DISCHARGE MANHOLE DETAIL REQUIREMENTS.FIBERGvss BOTTOM AND BENCH MUST ALSO BE FACTORY INSTALLED. (RESIDENTIAL) NOT TO SCALE NOT TO SCALECITY PROVER SEWER/ DETAILS CLIENT M9w901 n[w[[P SHEET RD. PROJECT B CT NUMBER C 5.E ENB.aDl e.oz0 COPITIOT 2019 0 z g^ 0 CONSULTANTS STET N. N K FRP INSERT RFHARIIBATION OE FXISTING MANHOIF N0TF5: W N.-G W I. THE CONTRACTOR SHALL FIELD-VERIFY THE EXISTING MANHOLE DIAMETER.FLOW LINE.RIM ELEVATION, W K 0 I -Z F NUMBER OF LITERALS.LOCATIONS.SIZES,AND OTHER INFORMATION NEEDED TO REHABRITATE EACH I- 0 ix 0 0 PROVIDE NEW RING h COVER WITH STAINLESS 5.000 PSI CONCRETE COLLAR(PROVIDE 2. PRIOCE TOR INSTALLING AND SIGNS TOL OW�PTO INITIATING MµESLRIANSE P PERS CE CONTRADORN R SHALL W a u J zQ a rne STEEL(SS.)OR ABS(RAINGUARD)INFLOW REBAR REINFORCEMENT 3-#1 BARS) CONTROL PLAN,AS REWIRED [J LL'm J K HIBDOR AND HOPE ADJUSTMENT RINGS 1. THE CONTRACTOR SIAN,PREPARE THE INTERIOR OF THE EXISTING FOUNDATION STRUCTURE BY =Q r 0= REMOVING ALL DEFECTIVE GROUT AND DEBRS%6LOCKAOES.MECHANICALLY ROUGHEN THE ENTIRE J I-a -E] 12• INVERT.AND CLEAN THE INTERIOR mini A HIGH-PRESSURE WATER JET. 1/1 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF THE RESULTING SLUDGE AND DEBRIS '3 0 W 0 W PLACE 5.000 PO CONCRETEAT APPROVED SITE,ACCORDING 10 ALL PERTINENT WASTE DISPOSAL REGULATIONS. Q 0 W U C dl TO THE TOP Of CORBEL 5 THE CONTRACTOR SHALL USE QUICK-SETTING.NON-SHRINK CONCRETE GROUT 10 SEA AND RESHAPE ID W�0 0 0 THE BOTTOM.SUBMT PROPOSED INTERNS TO BE USED TO THE ENOTEER FOR APPROVAL. !. PROVIDE COATING TO EXPOSED CONCRETE SURFACES WITH APPROVED*TEM TO PREVENT CORROSION. r,d'J Q ��A Ay_ _ • • ) FRP INSERT SHALL COMPLY WITH ASTM 03723 WITH SINGLE PIECE MOnOLRNC BARREL AND CORBEL m a L,p; L' _=_ • CONSTRUCTON WITHOUT SEAMS.JONTS OR SECTIONS WALL THICKNESS SHALL PROVIDE AN AASH10 O 0 0 .� 6,Th H-20 LOAD RATING AND WALL STIFFNESS OF 36 PSI MIN. a 0 - B. CUT COTTON OF FRP INSERT TO FIT EVENLY ON BENCHES OR CHIP BENCHES OUT 10 EVENLY 3 t SUPPORT INSERT. I() { / 9. SEAL ANNULAR SPACE AROUND EXIST LINES INN JUTE ROPE AND CHEMICAL GROUT. • • ti'?x.Ti TTA i0P LO COL Wp t i �.. J1 OF E%ISINC WNHOIL d 'N CEMENT STABILIZED BACKFRL p...,.....•••,.., �y,h1i W F ; g EXACT LOCATIONS TO BE FIELD DETERMINED 8Y CONTRACTOR) • (1.5 SACKS OF CEMENT/CY) FRP T INSERT ii, ( %ANUS NT PROVIDE MANHOLE DROP 7 INSIDE M.M.MALL I ,-OUTSIDE M.N.WALL ••• :, ISI' CONNECTION IF MORE W- (BRICK M.H.NAL o ,\ _ I%V THAN 21'ABOVE FLOWIUNEW �; (BUCK ON CONCRETE) J CAREFULLY MEASURE AND USE �I FILL WITH FLOWABLE FILL IL < 2 OLE SAW TO CORE FOR 2 CONNECTION(MAX DW ODAT) CO W1 \ t. \ Ii it ExCAVAT1ON WALL m Z CO 1U �j-1 UTILITY DEPARTMENT 6'uIN. Mil —_ IPF SEE PIPE SEA DETAIL APPTER sRiPAssiyeir _ 1 r Q � \ MOIINO v —— SLOPE 1' EXISTING PIPE VARIES MA W 3 Rn U) ii. EXISTING BRICK OR PER ET. = W i =EPoYETEA y TO MANHOLE ,` PROVIDE PIPE SNB • T CUT EXISTING PIPES CONNECTING F- U F EO m yy 0 REMN PLACE r��l` OUT AS DIRECTED ...® TO MANHOLE ABOVE BENCH U W N ,F EXISTING BENCH IPA �i 0 FLOWABLE FILL WITH r' b� B I � PROJIOE MISSWN RUBBER CO IIMR01 OR a Et= N Z EOE pNUfIL ADDITIVE r /MR02 MC)OR FERNCO OR*PROVED 0 C Z(lm PslM0OU ) tt/w p y .4 0 x O N ie:■ REMOVE MIN 3•-6•DEPTH OF MN BENCH411/1t1§; (� C F O W VQL ANO APPLY WICK SETTING CHEMICAL PROPOSED FIBERGLASS GROUT(3M 5010 0R APPROVED 1.4,2 INSERT , EXISTING NH WALL OR Er X < N Q bll TO PROVIDE LIGHT SEAL �^ AS REOUIREO 0 W Wi_g Q J N EUSNNG CONCRETE FOOTING TTOO FLOWABLE FILL ,J'.../15 dl 01.111N i5% FRP INSERT REHABIUTATION OF EXISTING MANHOLE FRP INSERT PIPE SEAL DETAIL o v m Z m 3 V NOT TO SCALE NOT TO SCALEE C ><Q g i U g f v gig I I/{-LETTERING Ll (1)NO VENT HOLE II�R XX (2)1 1/2'CLOSED PICKHOLES 44• d y 1f MACHINE EDGE OF RING So m F D POKWAY NAMH01F RING AND LWCR. 1. �$g 1. THE CONTRACTOR SHALL PROVIDE STAINLESS STEEL(5.5.)INFLOW MNIBITOR J VO SS TETHER SECURED TO MANHOLE WALL.SUCH THAT THE INNER LID t5 FLUSH WITH THE OUTER LO Q �EX `OVAL 2. TRAFFIC SHALL BE RESTRICTED FROM MANHOLE FOR IB HOURS ATTER THE /SII gAI / PLANING 7 OF CONCRETE.AND COEUR SHALLDMA PROVIDE A SUFFICIENT,CLEAR Q% + ' N/B"SPACE FOR OPENING 10 06(LATEST REVISION)ME SPROOF LOAD I E COVER. �/ FLOW AH IVIED) _ 3. (4SMO-M-30fi(LATEST INSPPROOF LOAD IESDN IS REQUIRED 21 -_. (TO BE MACHINED) \ (10.00T LBS)AND MTS AL INSPECTED.BUND.PRIOR TO INSTALLATION.C.LXE 12 NJ � EE MA F THE TEST SHALL BE SUALL POND THE CITY. Q 1. ME MBLIES SHALL FACILITIES ORES FEE ALL PEPA ENV RING AND COVER Q '/h. ASSEMBLIES SU41L MEET OR EXCEED ALL EPA ENVIRONMENTAL STANDARDS C i /Atexw/- AND OSHA SAFETY STANDARDS.THE CASTINGS SHALL BE MANUFENPED Wi Z FROM RECYCLED MATERULS.THE CONTRACTOR SHALL PROVIDE CERTIFICATION. ~U COVER PLAN VIEW I ', NOT TO SCALE _ / \ ` / k In£ AI,I(„rA iA Y / \ ` / CLEAR OPENING'MANUFACTURER(I) MODEL NUMBER* INFLOW INHIBITOR L H' J;: y} r PROVIDE CLEAR / \ EAST JORDAN V-1160 O3 01W# 1/1•IXA.NFI'OPSKET 'J / OPENING PER PLANS / / IRON GASKET ------L. s /g // U.S.FOUNDRY I-LL.I 90BST COVER /0020238 g 2{' FRAME I0022217 N .K[,3I`or Y I ...�1 M NEENAH VOUNORY R-1930-24 a k �V ,,� rl A '+......,— EAST JORDAN COVER REOU pEp ON ALL pp�� V213p NSTALUTONS PER CITY W ;� Si PON WORNS FRAME VI 420 SPECIFICATIONS 5 COVER-#9210018 �•(2) U.S.FOUNDWH FRAME-/8021321 -- (i • PER MANUFACTURER NEENAH FOUNDRY DF-1271 PER MANUFACTURER (2) OR APPROVED FOWL(LRAM IN THE USA) SHE 3 ET of (2) UNLESS NOTED 214 1HE PUNS,ALL COVERS SHALL BE HO'OMMETER RFcCB BRAl19lG NO. AND NOT INTENDED FOR LAMMED ENTRY. DATE:duLv 1 2 2019 SECTION OF RING&COVER RING&COVER APPROVED LIST I Not to,ALL i ?, T'IIY PROJECT/ SEWER DETAILS CLIENT RHWIx ,SHEET NO. PROJECT 05.F EN0.20113.020 COPYRIGHT%N 0 Z g^ IR CONSULTANT'S WET NA N D:^x PROMDE BACKFILL PER 2PUCABLE R' W N^Z F APPROVED ARVs REQUIREMENTS W C 0 PROADE 30•RING N COVER MANUFACTURER MODEL NAME MATERIAL F 0 Q'O 0 HOPE ADJUSTMENT RINGS INFLWITHOW STARLESS STEEL(55) A.R.I. 0-025 OR D-025 SHORT I A. Yr"- - W <Y J z(R INFLOW INHIBROR ' i . R 1 12"4Ni,18"MAA. NT TEL MODEL 886(SS)AND BBB Q 3I6 55 A11 STOPPERS MUST FOfl4 PGM SEAL EJ =Q(7 01= VENT OMAT MOREL KAI(ST.STEEL) SIMILAR TO PIPE JOINT AND BE ISLE TO COSTING NATURAL VAANTK VM IBIS OR VM I9AS I WITHSTAND TESTING PRESSURES •, J F a N a GROUND J 7—U W . Li.- iIIIII�IYII�IIIBI�IEIR�II 6•COVER 1 O O>0 0 A% • V PVC STOPPER • J D. o _ m. mu gggy.nm ` m Q PE N CEMENT sTABrtRCD\ F ^Zl. 9 \ , ]ODO`PSI REINFORCED CONCRETE V '�'. . SEE CLEM-OUT 0 a U VMf( BM:NFRL(.5 SACKS 1's TY ', yy ,1 RENFO COLUREMENT(PROVIDE FEBAR I 4( N OF CEMENT/C) t.. T i RENFORCEMENi 3-/4 BMS)TTP. 1 SIA ` EXCAVATE/SHORE PER OSHA PVC OM C� ;;k. 5:}1! AND STATE REQUIREMENTS BY STEEL PIPE FILLED AS REO'D. , 11;''' 'i1 T�to FIDTOPY BONDED 1.:T WITH PROBLEM ¢ PROMOS SIGN:'FOR PROBLEMS STANDARD 8".a"PFBW-WIE E%91 § NR RELEASE VKVRCWLL(]61)621-CITY(UTILITIES pMPROVEO AM TAit ' III IFXRTNC lit PROAOE iLOWABLE BKWFRL 1 vL}FLOWN3LEFILL wTIH - amnOE % ��� LWDumosix EMG -t00 P51 MIN. 'DMKILL AOgiNEHCppoE KL FInINCSASSOCMTED ARJ BY OROUI»_ 1_ T'� �_ aI\� E ]_e. �'�` .4 Y O 3; p• T USE CRUSHED STONE FOR CRANING N d•Q a' AWB c W 1N�1 .Aw e (UNLESS HIGH WATER TABLE) Mal 6"SCHEDULE 10 P.M Yi• IX Ii W 3 N 1D g; TNOOT REM 121,GRADE 2.3.OR a 00 a 2' N. 8 W(D O m PROVIDE CONCRETE h 12•DRAIN HOLE BETWEEN CONCRETE SAWLC Tn Z O r O NM SUPPORTS.ONLY INSTAL ORAN IF S FRONT VIEW SIDE VIEW ---. 0 W N s ��p, OP OF CONCRETE SLAB IS AT OR BOUARU LOCATION AND QUANTITY. U Z (' a MANHOLE O.D. LEAST 12•ABDJE GROUNDWATER SEE CONSTRUCTION PLANS ,, _ Eo LEVEL U OI Z Z D. M COMPACT TOP 6.OF SUBGRADE TO 3 'C Q W X -- i 952 DENSTf AST4 0-698 AT S]2 BOLLARD DETAIL DEEP CUT SERVICE CONNECTION //��^� w % _ W O ID s$ AIR RELEASE VALVE AND MANHOLE OPTIMUM MOISTURE CONTENTNOT TO S NOT TO SCALE T-�01 O.1 W C Q I-0 N <r vot.o,uu tV~e N D'tWol I € L6.- u W ZD+3 i D t >O 2. _ yy`� o Z O as8 U M O Z WIGHT-OF-WAY SERVICE CONNECTION NOTES: o m ,-e OR EASEMENT 1. CONTRACTOR TO PROVIDE SERVICE CONNECTION TAP TO THE R.0 W.LINEA F aga e CONNECT EAST.SERVICE LINE OUTSIDE EASEMENT AS SHOWN AND i ¢i T. 2. ALL SERVICE RPE AND FITTINGS TO BE SOLVENT WELD SCH 10 PJC Z-1/Y DIAL -J ff 3,1 SRIDEWALK THREADED PLUG UNLESS SHOWN OTIPIPE THE PUNS. /I � I..)v.RC SERACE 2 N010VE/RWUCE 3. FOR EXISTING oNN PIPE NMATERIALIC -PVC AND/OR VCP USE UTIRY 3/1. JVJ AS REWIRED DEPARTMENT APPROVED CONNECTOR. € A FOR NEW PVC MVN AND SERVICE,USE PVC WYE OR TEE AS DIRECTED AT 0 I SERVICE CONNECDDN. .A N. i�Ptl 0 !. IF PIPE LENGTH,ON SERVICE UNE,S GREATER TAW SO',USE 8•PJC 0 O T-]/1.OM. EF{ L^ E PpOVIDE LIEANOUT S SCH 10 FROM CLEANOUT w c TO THE MAN LINE. \\\\� IR Q F WHERE REWIRED;!;; }/�.N-]/6• GZ PROVIDE RT1NG5 1_yTTr ibi AS NEEDED �EMf sE THE PIPE W/6.OF R1 �� SAND € 11 M vii§ LOCATION AND SIZE \ 0 a OF MAIN VARIES 2Y 4'2 Sr W +S • .....A.„........____ IUSE MISSKIN RUBBER CO. PLAN CLEAN-OUT BOOT a tii..0 ' SEE NOTE 6Al. Is BEND /MR01 OR/MR02 ARC 1 (TVP.) COUPLING wRH STAINLESSNOT ro NJILE NOT ro$CNE j •y, 90957OR90STEEL SHEAR RING,OR 1'-D• I- Pi.f.HF1f`:.AA•IRE RED) ERNCO 2-1/2• -1/2• GQQ888(((B LFOR ERS ACE MARKER FLUSH IN ` `-a� `\ :"TTI..... 2\\ 1 N PROVIDE SAID /` '\�1 .i '0,•• 1 V U `. USE 12•.16•PAVER n g� / �1! Y� L STONES(2 EWA) EMBEDMENT 1•�'� /B• 2-/1Z_/e' % -`'rj>i�xv,o. d01Fia61 �¢. wASTEWATER MAIN w/RECNAR SADDLE,WYE. �., ;IY }_p• OR TEE(TMAE GPK OTI EK)(SDR 35 FOR W NOPE OR SDR 26 FOR P.C) 3/16'MM1 IF NO CURB BURY 12'PIECE OF REBAR WITH SECTION A-A SECTION B-B A SIDE) of POLY PROTECTNE END CAP ON EACH END. NOT TO SCALE NOT TO SAME RECORD DEWED NO. SERVICE CONNECTION DETAILS STANDARD SERVICE MARKER TYPICAL CAST IRON CLEAN-OUT BOOT g GATE:MYLY 18.9010 NOT TO SCALE BRAS!-ONE REQUIRED EACH STREET TAP NOT TO SCALECITY RESECT 1_ SEWER DETAILS NOT TO SCALE >i CLIENT ATOHwIHAwH.P jJUNC T NOL PROJECT[ C 5.G END.201 16.020 GOAD..2019 D z g^ ��Q CONSULIANIN S SHEET ILL 0 K^ WN-0F UNPAVED PAULO ASPHALT REPAIR: S.SIN.THICKNESS.IN S CASE SITING RAPR BE Q' LESS THANTHECOAT IN OF.PERMER S PAVEMENT. W C C1 0 3.O 6 PCONCRETE REPAIR: 12-MIN. PTMICENEOAT NO NO CASE SHALL REP,VF BE Y MIN) Z Q D:.1 D COATED OR STARLESS STEEL SPACER BOM GRAM PPE WH LESS THAN THE THICKNESS OF EXISTING CONCRETE W <Y Z UI SAVEME PAVEMENT. STEEL CASING PIPE 4� DO NOT GROUT TOPSOIL SEE DEAL£2-REM B(UNPAVED PAVEMENT U {YJ /��. 'EY OF CASING WELDED STEEL OR CASs PoLYETHrt£NE l/ 1 ARGS) =Q W RUNNER SUPPORT t\ � , PAVEIAE J I-D.^—U POLYMER PLASTIC RUNNERS MMHGr J 7—Y W m ���' SEE NOTE 2 .T--I-"\V.'-`;.i\\�PMHf / Q O W D 7 \\ `• .}..t.,-\\`:\ I2'LIMESTONE BASE OR APPROVED BASE MATERIAL ^ re m Q 4"TO 10"CASING DETAIL _ 1 a :: MIN (TOOT EM 20 PE A GRADE 1-2)N NO ASE o 0 n 0 �-` SHALL ME OF RAE 55 OF THE BASE 0E LESS THAN ME N U NOT TO SCALE 0 i ‘‘"O� •.•�'- 1 THICKNESS OF THE EXISTING ADJACENT BASE. BACKFILL SHALL BE CEMENT STABILIZED �/ SAND (1.5 SACKS OF CEMENT/CAL) COATED OR STARLESS STEEL SPACER BOM 45 "5' CARRIER PIPE44 n 0j.S`iRi? STEEL CASING PIPE ,�' DO NOT GROUT ,A�``�� ANOTIA: F /I \I ABIDE O CASING dA�g'�'S PER CITY ORD.030040 ARTICLE In MS AND EXCAVATIONS,A PERMIT WELDED STEEL OR GST POLYETK ENE tip) Q ddd \\ ;p% SELECT WTERIAG FROM AL R " • RUNNER SUPPOtT ` / I`O '' EXCAVATION OR IMPORTED PROM CITY DEVELOPMENT SERVICES DEPARTMENT IS REQUIRED FOR g e IAL POLYMER PMSTIC RUNNERS MAGNETIC W I¢�XAG� W RK SEE TABLE 2-ITEM A LUTILM STREET CUTS.THF INSTALLATION OF A UTILOY THAT y b SEE NOTE 2 ABOVE PIPE WP,g4 K �y/ (PANED AREA) MOSSES THE ROA AT A PERPENDICULAR OR NAR PERPfNINCUTAI �PT"v_'`F�\V 4;� NGIE AND HAS AN OD.OF 6 OR LESS WILL NOT BE PERM MED TO IB `t BE INSTALLED BY CUTTING THE ROAD SECTION. M�pli ✓inn PI 3 12"TO 36"CASING DETAIL SE ANT UTIUTT RELATED STREET EXCAVATION/CUT SHALL INCLUDE rn [�Q] ii, RFPMR OFNMOnIY TMFIMPAOFHALL CBUTAlSDADULL IAAF NOT N SCARE OV 'I/PAVEMENT REPAIR FOM PARALLEL NTS OR I2'WIDE FOR$MALL CONSISTA"0"FIGRMIUTARKi'LL TERverOMCFNTONCONCRETfCTREETSULAR CUTS ON ASPHALT EARS,AND ROLLPANEELW N Bp i 12"MPX. J'MAIL.DISTANCE MATERIAL SEE TABLE 1 EI NL. <_ BETWEEN SPACERS B' Cur AND RFSTORATON PIAN THAT JNOMAlE3 THE GENERAL NATURE Z Z N W co g;W OF THE PAVEMENT AND ROADWAY TO BF CUR ANO RESTORED,THE ono _ - EXISTING PAVEMENT SECTION IIF YNOWNL THE LOCATION AND VI 93 O W ED €oF VIII'—I CARRIER PIP APPROXIMATE AREA OF THE EXCAVATION/PAVEMENT REPAIR, IAL h Z 0 x a>b _�� INCLUDING REAPPROXIMATE LENGTH AND WIDTH OF TNF 6 = ZD.F '6F ANY OVER EXCAVATION MUST BE WG PPE DIA.s 2' PAVEMENT REPAIR IN RELATION TO GE ROADWAY TRAWL LANFIS), a U Z Z a. SEE NOTE 5 , CORRECTED WITH GRANULAR MATERIAL MUST BANCWOROINTTADRAWINGS/PERMrtAPPLIGTIOH. O 0 X NUL s"owHmrAeLE 1. N c 00401 PO CASING SPACER SHOULD BE SPACED A III} to'd F U"' >; MAXIMUM OF ONE FOOT FROM EACH TRENCH BACKFILL FOR WASTEWATER LINES Sac a rc F m gli SIDE o`JOINTCASING DETAIL AND PAVEMENT REPAIR FOR UTILITIES II) o o j Q (0 NOT TO SCALE NOT To SCALE ! 0 c B) L7 W W" DIA Zm3 nI4 GENERAL NOTES FOR BACKFILL o 8 C j p Ygyi TABLE 1 TABLE J ¢ BEDDING AND INITIAL BACKFILL FINAL BACKFILL U x 4 ii¢5 (BELOW PIPE TO 12" ABOVE PIPE) (GREATER THAN 12" ABOVE PIPE( ' UNPAVED AREAS PAVED AREAS . a a AK REDOING AND MITRAL MCNEILL SHALL CONSIST Of THE FOLLOWING OR A FROM 12'ABOVE PIPE TO A. FROM 12'ABOVE PIPE TO 3'BELOW REFER r0 DESIGN ENGINEER REQUIREMENT. GRANULAR BACKER. BOTTOM OF TOPSOIL GO EL BOTTOM OF ROAD BASE:MCNEILL SHALL BE TION OR F aa`f PRODUCED 9T CRUSHING UP NATURALCONSISTING Of EITHER NATURAL L STONE OR SANDY OR GRAVEL OR MATERIAL MATERIHALLAL FROMTHEEXGSELECT T- IMPORTED MASELECT "TEERRNL IN EITHER FROM A CASE,AL. Fr;Y pz CASING NOTES: ION;OR IMPORTED MATERIAL; MATERIAL SHALL MEET THE FOLLOWING: J 8 T AL TO BE FREE OF ROCKS, DEBRIS,OR ART CLUMPS GR- LLK35 Q yX Y Sa 1. CASING DTIMETER,LENGTH.LDCATHN.AND WALL THICKNESS SHALL BE PER PROJECT O MFCTNAGOHE FOLLPT DEECRRER A90VE WATER TABLE.USE MATERIAL �E TrTS TO IN WIAM "E01 %820 g CLUMPS>2'DM SPECIFIC REQUIREMENTS.(MINIMUM SCHEDULE 40) p €g 2. ALL.CARRIER PIPES IN INSTALLED CASINGS SHALL BE SUPPORTED M BOLT-ON SME 10'MIA%. MOISTURE-1 TO CAN M} CASING SPACERS('ADVANCED PRODUCTS'OR APPROVED EQUAL). MEETING REQUIREMENTS OF ASTM 02487 FOR: COMPACT 95N D098 SID PROCTOR P A 3. E CONTRACTOR SHALL PROVIDE MECHANICALLY RESTRAINED JOIN15 FOR FORCE MINS SP GP COMPACT MATERIAL TO 95X E ONLY ON CARRIER PIPES.VMECALUG'TYPE JOINT RESTRAINTS OR APPROWD EOUAL SW G SID.PROCTOR(D698). GOOSE LIFTS OF 12'MAX SHALL BE USED. SP-SM GP-GM OR If SELECT ARTERIAL FROM 06AVATION p 4. CASING SPACERS SHALL BE SIZED TO SECURELY FASTEN TO THE CARRIER PIPE O.D. SW-SAL GW-GAY MOISTURE l0 BE ADJUSTED TO DOES NOT Z AND SHALL BE FURNISHED WITH A MINIMUM RUNNER HEIGHT TO MNNTAJII SEPARATION 4 3N OF OPTIMUM. MEET REQUIREMENTS,THEN USE CEMENT BOWEEN THE MAXIMUM O.D.OF TOE CARRIER PIPE AND THE CASING WNL. ANDA IN ADDITION: STABILIZED SAD. F POSITIONING OF THE SPACERS SHALL ENSURE THAT THE CARRIER PIPE IS PASSING I/2'SIEVE-ICON B. TOPSOIL TD BE PROMO, SEE TABLE 2-REM B BELOW. CE N ADEQUATELY SUPPORTED THROUGHOUT ITS LENGTH. PASSING/4 SIEVE-309 MINIMUM EQUAL OR BETTER THAN s0. .Y../..4., SPACERS Cr EACH END SHALL NOT BE FURTHER TNM.I2'FROM THE END PLASTICITY INDEX(PI)-NP TO 10 MAF. EXISTING;AND MATCH B. FROM 3'BELOW BOTTOM OF ROAD BASE TO CE M OF THE CASING. EXISTING TOPSOIL DEPTH. BOTTOM OF ROADBASE: NF 1 ;4 * '...S C. CASING SPACERS SHALL BE INSTALLED IN THE CENTER OF THE PIPE SECTION. O IN DEEP EXCAVATIONS(>20')OR BELOW WATER TABLE,USE CRUSHED COMPACT TO EXISTING ..... . INE MAXINUA SPACING HF THE CASING SPACERS 51041 BE S FEET. STONE OR CRUSHED GRAVEL MEETING GRADATION OF: ADJACENT TOP-SOIL BACKFILL SHALL BE CEMENT STABILIZED i ,A,,,,,,,,,,,,,,,,,,,,,, S. THE TWO ENDS OF THE CASING PIPE SHALL BE SEALED WATERTIGHT WITH AN ADVANCED THICKESS.(CONSTRUCTION 10 ACRD(1.5 SK/C.Y.) W q y BpB57 A PRODUCTS SYSTEM.INC.MODEL AZ-ZIPPER.PSI MODEL C END SEAL.OR AN A.CONCRETE WASE AGGREGATE:T+COT ITEM 421;GRADE 2,3, BE PERFORMED BY"DOUBLE ARD SHALL MEET GE FOLLOWING R APPROVED EQUAL OR 4. DITCH'METHOD-TOP SOIL REQUIREMENTS: (/) jj0854:0•A SALVAGED TO BE PLACED ON QAl. OR TOP) SAO GRADATION: 3 S PASSING B.CRUSHED LIMESTONE PER NOM ITEM 421'GRADE 2.3,OR 4 I. 55-TDO 0 a0-TOO �/ (20 25-104 ` ti FR RR-20 / /, K. P Q v 4 COMPACT To BSS of 0588.MOISTURE 10 a SHEETA)— BE ADJUSTED TO RECORD DRAWING NO TO(0/-A*OF OPTIMUM. Q DATE'MMLY 11.2D 19 CM PROJECT/ HEWER DETAILS CLIENT MD"MIH RA.HR M SHEET NO, PROJECT C 5.H ENO 208 0213 COMAKAT 2019 JI ` 4 YEFTY3A I I I- N N rc^X ( t� POND JT ._PROP- E cc's,' ^ W Nw..r — [ -- --.. - RETAINING \`� i;t: W C fZI- , / k•VI'N ° E q i SfTE '''‘t.1 ' ss n n n n n--v a ,z—n .—.— ES o n ,—SS j I I J I'a^IA U s 555 e P c -_- ��% ��� j/ J 7 p 1 € T ., 8�...—w ����l:1►._y—w_ - ..,_B—w �A`a`!► „� �w——5�_..r.. B /) a O W v m r a a iii j/////�� :�Ni x a a a — w I i�� m N_J Q 0. I I I ' _ -7 ; ---• .• • ,i £ re oma 1 GENERAL LOCATION MAP 1:2000 _,.. I , I -1-r----1 IT—I I R V �FYFRAI NO,F3�4 •ARNO Or TIE STE OASSIS Or Lk. _ as t.s.� I N THERE• .x[ o DOSING nE[s NOR[e[s c SHRUBS PRO' 1 6F .% ,I I I I UN[SGAPINC� a 1 TY w urmcx PRK,LOTAST 3,APART 1 °°rE.°.� ME W AP I 1 ISN o i III °,Alc x[PARs a °"ozzw ii, ., I I I I I I I c� NNE 1 I I 1.1 3 I is sKAur we u w�.« [Bkx 1; I y I eIlD HOURS iN KNEEN e 8,1-Is w. R.SENSORS SHAU.BE TALLED ON AU.IN-GROOM g 03 t 1 SPRINKLE S TO OSCNNOL TRA °14!!!!11 I a.PLANTx SCNEDULEsDIE r+s0_SPRINKLER.".�.r 1 i "O'.< B ' \ ' 1` a'QN "ffiB I. .nay► a 1 �� W• W N m N i>a ' Pa`�.., m.-- . _ NIR,. 1: f i ./1^' A0010� �, I R I' \ ° Z W Xr N Eh� I ii Z W,,Fa_ ,'t2 ' •r ` _— ®M . ' �V i %a I%1111 . ' IS'WATER 8 SAN. R• III 4U ,.r.°..aTu............. III ; ESMT SERER ESM,. I o dcA,E mcA o® T. TRY,N,W Tms _ m W 5%' I I II 1 PUT PLAT I9 W" * PROP.12S SF PROP.125 SF PROP.NM SF PROP.FOC PROP.828 SF PROP.105 SF PROP.230 SF i I I I I& W Z OR 3 0.20 ...op. . ...a.. ,.......� (Il . I 1UIJDSCAPING LANDSCAPING LANDSCAPING &DBL CHECK LANDSCAPING LANDSCAPING LANDSCAPING 1 I I I 1 m w Q^ cgs ikl I Yr / • ,PRKG LOT PRKG LOT PRKG LOT BACKFLOW _ P.RK0z4QT— �1{KCyOt P1CG.L4I 1 ——J OD 2- r �,..,... ,. /j 15q -LAND D ISLAND PREVENTER ISLAND ISLAND ISLAND a I f Q v • Rs.,.wuA rw.:a,s- G II PROP 1 SF' FDIE-- x�w�w�u— •,,„,.._ I; —www Pb .ANO ms v+s. • ^"r vo • PRKG LOT II __._. ._._ __ — IIS PRKG DD vb """ ISLAND I G// r a lasIM LAOra P F b b 3 -.. - [ • " • 8DBL HEC I i ! 8 20' w BACKFROW PROJECT LAND INFORMATION: !LlCdICAL PREVF{NTER 1) 9�� I .P 1266 PROP.125 SF N 1 PROq S)3811gg LAND USE: RETAIL/COMMERCIAL "`0.' 'BY M1 1 ANLN, LANDSCAPING _ — JJ , LANDSCA% .g ZONING DISTRICT: CR-2 RESORT COMMERCIAL 11 N3N. I PUT I ,PRKG LD! PRKG LOT II " 7" I I T mum g €4 ROOD ZONE: A13 II _ _ ' I L— _ —ii Y-- --_--- PP17 SF • PRKG 1 PROP.5283E L/EI c`s�us I STREET SFOR 10.' 1 p LANDSCAPING LANDSCAPING / 1 .�— , II SS 1 SETBACKS FOR I ��, tl` PROP.217 SF PROP.217 SF Tux ' CR-2 ZONING: —w—e'sus WATER LNE r^: * IF IANN W. I .'1%`1 FRONT: 20 FT2-ONIP PROP 26 S';x WRIER ——_ LSL� JBLAND / �. L BERT.-OC UNDSC N. ',3,7- I—'TLIN- R 5' —�){R ,j' PILOP.S�SF�O'•: I Z W S SIDES. OFT n BAER YE PRK LO I 1 I /,,,/{ Kt^i /4crsAuw20q sPn 1 ,` Ir I . . , _.-.- a-�_la , __ ,�! %i II A AIsIAN 1 0 a te[1s y4�`� uE rz .- �e •.. :l.; / .6.y. _ ? 2-0 �/j- id- rai:L t L1i�r. f.� �_•.. �r _ �`�@�. ill -,;:?-41IDI "❑ mums YOB w _ q_,I a 1 I�3mE7i' t PRO.FC -w RETAINING • C `Z ' t� '�1,,.. C -� RETAINING q- _- ernaRAr �.� -4,. I I / 8 R iY"J immmomairim■■mmummo■YYIYI1i1mmmEmmilimm 1I>ili wf jib , a r."migg @OlI ..am■■.fiE fel]4Ym■■■.■■■mm.m.L1,s74w 8i'I ci. )/R 2+�1`AA`A 0 k w • B 9F/THA' ,,... _ /�/� —.—w—B—• ��E�,_....,,.___,_,_._,_,_„_,_,_,...,...-T„.:.#0•� w�� ,�,� `O- .��'Cw . ——+—•—B—w //I� OEDICA,EO TR EEIII \ \ T, VISISILMLANDSCAPING REDUIREMENTS REQUIREMENTS • PROVIDED TAorgyx...THI6 TMST. / � Q� / EXIST' TRNNGLE.BEEOVERALL LANDSCAPING ARU MIN.1516 OF 511E-32,062 SF 76,503$F/ «IRRIGATpAT �DDITCHE / /! ,-ORANAAE DETAIL NCSA ''2 1 0.02 POINTS PER SO FT.641 POINTS 2,325 POINTS i// /, � /// /y� .;;\ DITCH 7 DATE•Ju,.T tn n1a19 4c 7 YARD SE o) METER / �•• 1 /41, //:' STREET YARD SETSAC1 AREA 100%AREA-9,500 SF 6,310 SF/ :/' �/ /• LANDSCAPING SECT 7.3.CC 1 wC 201) MIN.301[AREA.7,600 SF/ 672 POINTS ,,,i```, 0.02 POINTS PER SO FT.152 PORTS 11— a . * ' 20—T 11—: PLAN PARKING LOT LANDSCAPING AREA 20 5F x PARKING SPACE 6,222 SF// OI LANDSCAPING PLAN DLI I:NT SECT.738.11 u0c 2017 MIN.AREA-2,620 SF/ J56 PERCNNIALS SCALE-1:20 TAOT.OSHEP I PERENNIAL PER 25 SF OF PRKG LOT SHEET NO. LANDSCAPING AREA..105 PERENNIALS PRD NUMREA E C 6 EN0.2016.020 COPYBOOK MIR 0 z 4.2.9.VisibilityTHanakgACC�ryNpp yygqRR L0 m A. On any coer lot,a visibility triangle shall be established.The visibility triangle I SEE IAROSCAPEIEPSLAN 12 N C 0 x C WN^ Id shall be formed by extending lines from the intersection of two streets to points W K 0 F Z F 20 feet from the corner of the intersecting streets and then connecting the I- 0 C 3 0 F• two points to form a triangle. MIN.29 HTR. . W BQ•S( Z W B. No construction.planting or grading shall be permitted to interfere with the 4"LAYER �r'�X`.�t 0 I Q N I sight Mangle between the heights of 30 inches and 7 feet as measured from OF APPROVED I-li 11104 J I_a^01 0 MULCH the crowns of the adjacent streets. %-4! W ita A4/ t1 Q 0 W D K N w i sww. wi wn• m N>0 Sight triangle to a be ht triar„rtnd, rc m a rc betw¢en 90"anti T V"TRENCH AROUND IIIIIiIIIIIIIIIIIIIIIIIIIIIUIi `a 0 0 ENTIRE PLANTING BED / Ai 0 4•� NOTES' EDGE OF JN Clear of I.SCARIFY ROOT MASS OF PLANTING BED -LINT MIX EACH PLANTOILMIX UNDERER N 20' Q'Or rhetrovatone CONTAINERIZED PLANT MATERIAL MINIMIZE SETTLEMENT LotTine -- � Y.INSTILL CONTNNERIZED PLANTS TYPICAL PLANTING BED DETAIL —— AT UNSHED GRADE CROWN HEIGHT \ 20' +; ___30• IN INCHESEQUEDIM7 Street Street 3.TAMP PLANTING MIX FIRMLY WIDTH IN FEET g AS PIT IS FILLED AROUND TO 12" AX. EACH PLANT BALL. 11 FINAL (0•00(NtC7O-O � VISIBILITY TRIANGLE DETAIL 4.OMIT COLLAR AROUND EACH SHRUB .--la--- • •' • GRADE J ir�c ERED m nm :..:''rc ': A WHEN IRRIGATION SYSTEM IS PRESENT. • EDGE OF Q Z�' O ,•� -` '•IEv--- --EXISTING EQUAL SPACI 'r GRADE BETWEEN ALL PLANTS PLANTING r Q'Q N °s6 5.SOAK EACHSPLANT BALL PAD BED PIT ALL TION. AFTER L. INSTALLATION. TYPICAL BED CROWNING TYPICAL PLANTING BFD PLAN Wm g`A5 •0 Z w W 0 N Ix SHRUB PLANTING BED Zw X 7 9 N NQIES: D C 0 g 1.REMOVE WIRE AND NYLON TWINE FROM BALL AND CANOPY. 2.SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION. K Q N+N 13 q � 3STMING IS REQUIRED FOR ILL TREES IN R.O.W.OR UPS 0 'Q N OI REQUEST OF PABONLSi. (rJ Iy C7WW § 4.LE AL NNERS SOIL FROM SITE MID DISPOSE OF IN A 1. FOR NECPLANTING AREAS,REMOVE ALL PAVEMENT,GRAVEL, WQ' Q 0 3 E4 gi RESE MANNER. a. 6.RESEED UNMULCHED,DISTURBED AREAS. SUB-BASE AND GCONSTRUCTION DEBRIS BEFORE PREPARING 7 $p SOIL AND PLANTING TREES 1 9 y~T A 2. REMOVE COMPACTED SOIL AND ADD 24"NEW TOPSOIL WITH PLANT MIX OR UNCOMPACT AND AMMEND TO 24"OF EXISTING t. W SOIL TO MEET TOPSOIL WITH PLANTING MIX STANDARDS FOR SS TREES.(SEE DETAIL) R e _'_ 3. IF PLANTING STRIP IS LESS THAN B FT WIDE IRRIGATION F- 7.r ` ��� AND SUBDRAIN ARE REQUIRED. F +gb[[� 3/4"NYLON STRAP ��.!6"SLIP KNOT WITH STOP KNOT. �N. Fg ROOT CROWN TO N"LARGER THAN TREE DIAMETER i"�� el mum VARIES 6'-a-Mm. f/�I BE AT FINISH GRADE - � I V KEEP MULCH AWAY FROM 4"HIGH/6"WIDE MAXIMUM TRUNK R M 2" M BERM OUTSIDE OF ROOTBALL 4"MAXIMUM LAYER OF MULCH 'T1 ♦` xp 3-I"A2"A18"NVW STAKES WITH elL. ' CENTERED ve•HOLE DRNEN IN UNE FINISH GRADE try 10110 -- NMI STRAP EQUALLY SPACED AROUND ��,,�j-$�`":- ��. �� 1 TREE \ ;fir r ,��((Aa/A �1 MIN.GROPER "-3 1/2" ,,,o..I r!rrrr REMOVE TYPICAL EXCESS SOIL ,-_A■■�-.�' RrR•- ♦, iV "i FROM FROM ROOT CROWN 0`Trr BACKFlLL AS SPECIFlED R" LAWN(SOD)AR • _••1.11.0�• IRRIGATION ONE •- REMOVE TOP 1/3 BURLAP r s> .TDP OF ROOT EAU PROTECT TRUNK FROM NEED (IF REQUIRED) MULCH RING CONCRETE AND ANY NAILS/PINS,ETC. ----- INNERS WITH 2-LITER PLASTIC �♦♦ SIDEWALK ''y a�ST Wi.;. .. LEVEL WITH GROUND 1'-6"CURB �■ !'L cm,./11Al) , REMOVE TOP 1/3 OF WIRE GAMES .KEEP MULCH AWAY AND GUTTER _��jl r.y Ai BASKET WHERE PRESENT MN TRUNK L5.55dfl • TILS 1 tU RAISE PIT BOTTOM TO SET ROOT CROWN V. L �COMPACTEO AT THE CORRECT HEIGHT.FIRM SOIL UNDER _=i47 , •i I • I,7 / ROOT BALL. /� SUBGRADE /�� y ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK 111= • —III—III EXCAVATE AT 1:1 SLOPE 'l/ 8 1✓� /.i' —III1E1.11IIIISO AS NOT TO DISTURB - ' FOR EXAMPLE: CALIPER HEIGHT(RANGE)MAX.HEIGHT MIN.ROOT BALL DIA.MIN.ROOT BALL DEPTH —III \ Imo— STREET SUBGRADE "-- -°' 2" 12-14' 16' 24" 16" 3" 14-16' 18' 32" 21" III—II —ISUBDRAIN,IF REQUIRED: III • —I+— BACKFILL PUNRNG HOLE DRAIN BEHIND CURB.BOTTOM OF DATE..i°..n 1 a aot a TREE PLANTING —.••���"� =III— DRAIN TO TE SOILESOWITH BOTTOM OF [m7WW� WITH ORIGINAL SOL S OR M RAED S CONNECT TO (FOR SINGLE AND MULTI-STEM TREES) BOTTOM OF ROOT But STORM DRAINAGE SYSTEM WITH PERFORATED LANDSCAPING ON FlRM SOIL • Ww„oLE 24 TIMES ROOT BALL[GAMETE' 4"SLOTTED,CORRUGATED DRAIN PIPE. TYPICAL TREE PLANTING DETAIL NUCLIENT 6' TREE PLANTING STRIP UMUD ONLY '" ECT... "°Bit,NCL (NOT TO SCALE) ( WITH IRRIGATION AND DRAINAGE) PROJ NUMBER C 8.A CAREFULLY BREAK/CULTIVATE AND REMOVE ITEM 192.3.D Q TROOTS.EXCESS SOIL ON TOP OF ROOTBALLPLUMS,EXPOSING SET TREE P DOWNHILL LAW/ROOFLAwc AND FEEDER R OOTBALL SHOULD Z CHECK FOR AND REMOVE EXISTING BE APPROX. 1 INCH ABOVE Q N MATTED OR SPIRALING ROO COLLAR/ FINISHED GRADE ON UPHILL J ^Q ROOTFLARE BIDE. IA(�]Q'c i 1( PLANT BASIN ON DOWNHILL _ IJ /r _ SEDER OF TREE rwic ONLY. C W N^Z F -I `� Q SPECIFICADETAIL TIONS. I- F O J O F_ `y 11I— FINISH W a Y z a �RDOTBAL. jl l QRq V 'r , / 1 1�I—_I ROOTBALL — J /111(.-I26 �,alk k III ill-1j1-1 m N W p&In In CAREFULLY REMOVE FROM CONTAINER. iii L=� Q CHECK FOR TIGHTLY BOON R COMPRESSED -111 V 1=111' 2E1(1. ROOTS. CAREFULLY PULL ROOT'AWAY THE TIGHT MASS AND SPREAD PLANTING. —111=J1 I—Jf1-111-111D 0 a o EXTREMELY WY COMPACTED R —111= 1=1 1=11=11l= v n MAY REQUIRE CUTTING TO OPEN ROOT SYSTEM. N PRIOR TO PLACING ROOTBALL IN HOLE FOR SLOPE PLANTING ' \1,..1.... PLANT SUP T IPeOR CATIOE,ITEM 192.3.JPULANT 9SYSTEM IF FAIL OX IF TO ES N ER FORYDAMA AP A REPLACE A1` ,. . IN TSUPPORT SYSTEM c FPREVAILING RREI LAI IN IF CAUSES DAMAGE MAY E MATERIA APPROVED oy DIRECTION O V ILINO WINDS. BE REQUIRED.L 3 F'LANr INBTALLATIONT ITEM 192.3. Y 'i I PLANT SET TREE P MOULDERS SHOULD BE C b rz INCHES A M LESS OTHERWISE APPROXIMATELY ON PLANS.USE FINISHED • w O W B 'I 0%GENERAL7XUSEnCOaMDPOST REMOVED FROM SD ESCA PLANT IN ITEM1661.2.0 V Z}Q g8 .5 REMOVE ALL TAGS, WHEN u BACKFILL cR ITEM 192,DUO Ie INCIDENTAL TIES I TO THIS ITEMANDNOT PAID FOR EPARATLY. f\ L.a 05 AND MARKER. I, USED NN it w 3 VI m i.8' DD NOT PLACE BACKFILL OVER TOP OF ROOTBALL. EC WNnm PP ROOT STIMULATOR,SEE INITIAL WATERING AND ROOT 0 Z W N €FP€ STIMULATOR REQUIREMENTS THIS SHEET.ROOT STIMULATOR IS REMOVE ALL yy INCIDENTAL TO THIS ITEM AND NOT PAID FOR SEPARATELY. / 'EWE RD BONS, Z Z a X Q � E MULCHING,ITEM 192.3. .MAwccwe. 0 0 W g N 6>£ FOUR(4)INCH LAYER OF EROSION CONTROL COMPOST AS DESORISED IN M 1 61.2.B. WHEN USED AS MULCH UNDER ITEM 192,EROSION CONTRO 'N.__ Q N U OMPOST IS INCIDENTAL TO THIS ITEM AND NOT PAID FOR SEPARATELY UNLESS VJJJ yI al ��, ITEM 161-2009 IS SHOWN IN THE PLANS. r 0 Q 10 p W, I/ -`1_1O NOT PLACE EROSION CONTROL COMPOST OVER TOP OF ROOTBAL -__ --1 F� N [7 W W.. 3� IIIIIIIIIII111 IIIII11,._ EXPOSE ROOT FLARE PER DETAIL THIS SHEET. _ FINISH GRADS FINISH o .1I '-_ 111IIII„i_ W Z P tlo€ _SI ,O =g n � Q -41-R4— ' .p7TM I�L�.1 PLANT BASIN CONSTRUCTION,ITEM 19z II 1 -� JJ0,1���1,..�.yy..II -� III f a 4 �:' LANT PIT EXCAVATION,ITEM 192.3.= IIS' Q,' [ IT- Ri 1ROOTBALL I I_ICOMPLETE PLANTING BED PREPAR TION BEFORE EXCAVATION. I,IIIROOTBALL IW' 7. ggSI l EXISTING SOIL See PLANTING D h I111� W De 1 I�.00......... I{IIiI PREPARATION DETAIL SHEET. IMI :❖:a::•-•:•;.r.-•-•• —iI' m ' e ••"•=•'•' DNe(1)WOO TER DF COMP creD SACEFIL iii=11C I- I- bbg '��� "iiia;1E1r 9 BEE PLANTLI=AILLATIDN"TMIe DETAIL. IagIf=]I"7f.=1-1' Li li TREE PLANTING DETAIL SHRUB AND VINE PLANTING DETAIL iwiw FOR PALM TREE PLANTING DETAIL SEE BS PLANTING AND ESTABLISHMENT SHEET 2 OF S Cg 0=SPACING AS INDICATED ON THE PLANS.SQUARE OR I TRIANGULAR ACING WILL BE SHOWN BY THE PLACEMENT _ OF THE PLANTS ON THE DRAWING ANO/OR Sc CALLED OUT TY IN THE PLANT LABEL. f LIMITS O PL D PREM A S S 1 _ AMENDMENTS, EN SEC AND 4 INCH 31 f:, COMPOST. `TIP 1 iii `�•.,,t�. 4104 ITYPE OR AS SHOWN ROSION DONDPun ) \ •••• ••••• ' ........f.w�. 1 fill" �1 2222, �� "J ••••• ••••• i. INDIVIDUAL PLANTIN.O O J TRIANGULAR SPACING SQUARE SPACING T AT T T T T T ervi L��•11•••1%•.,���� RMOSIODN F OMP INCH A 0 NTe.© 0 © © •�� •.`�•� Y ••••••1�FWITH ONE CONTINUOUS DATE. o' 1'12 ,.•••.P' ROW OF PLANTS AT DESIGNATED HNATE PACING. •`• 1* LESS THAN SPECIFIED SPACING LANDSCAPING GROUP PLANTING is ALLOWED TO INFILL TDD DETAILS (REFERENCE SHRUB AND VINs LAYOUT FOR INFILL AREAS) SPACES IN BED. TREE PLACEMENT WITHIN PLANTING BED PREP AREA, SHRUB AND VINE PLACEMENT WITHIN PLANTING BED PREP AREA MRM CLIENT ` LAYOUT AND SPACING SHOWN ON PLANS LAYOUT AND SPACING SHOWN ON PLANS PRD ECMRABM`PBHEET NO„ C6.B O Z F) ID N N0—.X gig . ♦ LEGEND m rc O 1 Z F S ♦ . END ®Type 3 Borrlca. •• Chanel lain Devices Z Q d'O 0.. L ES ROAD ROAD WORK ROAD 08409 Work 0.5101. ® Truck Mant•d 0.K m Z WORK Altenuotor ITIMI WORK i-� 020-2 Cxfo-ID AHEAD I Q I hF AHEAD 0- 48"x 2+• .° K ts' \�og ® F lashingSbrrowwdBoard 8 wseage Sign IRCMSI J f a N 0 t' ee20x'ie^ See note I1 x J 0•-C W ; IF logo- r!v�"l. i Sign an^ Trdfflo Flow < D W U a,01 See note it � � 4�� x T V V 4IQ \ D W q Flop "'lJ F10404r 0 W>0 0 11 t ROADWORK J Q a set b n LEFT _�T 000'O 2• uMl ...peer.Maxi 2 einlmu ❑0 a O LANE °• .ad Formula Toper delienoin. clavr�°:�rlp sign Laual n.a V 0 �Fh 0020-Stu CLOSED }, sw.e ** osvioes 5pm1'0 Buffer Some N .°•x 4e• ?i: '^ o $ , x T • * ffe.eorewfolfRier Tie Tangent On o Dl.tage °' ,- Ise I :=4 ° JO z 0150' 165' 180' 30' 60' 120' 90' x g 1 35 L•w5 205' 225' 245' 35' 70' 160' 120' y 40 60 265' 295' 320' 40' 80' 240' 155' ,(4 .•4 J• .m 45 450' 495' 540' 45' 90' 320' 195' P .77 i- r • 1 I�Ri m 50 500' 550' 600' 50' 100' 400' 240' .Kb • Cn-°oT I 55 550' 605' 660' 55' 110' 500' 295' Tl tib 36'%!6' L•AS lei 55 E hf d 60 800' 660' 720' 60' 120' 600' 350' ^ 07 § ER`S I —�-•0• - 4• Eli yy.4'111-X"." 70 700' 770' 640' 70' 140' 800' 475' D1 �� 0 Sd ` • + XX Cwt l-t. 75 750' 825' 900' 75' I50' 900' 540' S Er Q 08 86 •. T MRx isle.xnort4e 2I♦ *Conventional Rood.Only W 3 N l0 $> _ "!; *F Toper lengths have been rounded off. 4 W N D)W caw xwg +ha Stado,,Vehipcle run s s �^, L•Length of TaperlFil Wwlath of OffeetIFT)S•Poetea speed UPH, Z N Es O T tl nl h Ineen.ItY iii iM �;`w�Ks.",1 ; 0 W N €rx hp O ro°ilno, aenlr' •86 o it noting or strobe (see M» • Tr -- ' -'.-�,� 7vP1CAL USAGE Z W`D: a A.b 58 lights.(See note..A 5)— NAME SxOIT SNORT MN INTERANOIATE LWO TERM Z Z D• 3� wkiith • i• l DURATION STATIRalit TERM STATIONARY STATIONARY W X .N 'iN £gg@. Shodaw TMA mot Inde r sty A• I I 0 0 W qo i @£ ,l`41e,in..e notees 46i sl 1 GENERAL NOTES O' Q 01 J N h"i F5 m I.Flogs attained to signs care mown are REWIRED. F 0 U1 Cl C�W 0-- 2.All traffic control*vibos illustrated ora REWIRED,except troll mooted Ol Ur W W" i§, • rim the trlr.le'nal way M omitted when stated elsewhere In the pias, p5 • cc far rautlne llOS enaee work Own aooroved to the Engineer. Z Dl> WPia ! 3,The aZ0-ID'ROAD UM AHEAD'sign slily bo rebooted If in a, r(_ _$£ v1e1D11 itf M fM.ark xone le lee•tnm ISO Mt. 0 J I4: m.I N- 4.30*0 00vfeet lnrlt* ."Of the of mer.lOosila It°rl Maul adversm be ely �i CWI-6aT 7 • �SS.e%6.21A affecting the perf8xvge or quality of the work.If workers are no longer a' log • �} present hut road or work Or altiolr real,*the traffic omfrol to remin In Io GGG I •i ••W��' slam,Type S Barricade°°r atw atonal Ring*wins may be eW.flfut°a W • 'IGHT fa the Shadow v.hlol1 and 11t y • LANE • 5.Additional Shadow ynio tae with Das mor be pboltlader off the owed a �, 4• x CLOSED •4} creme,next to*nes shown In order to eat..wider work Races. m 8 6 5 fr XX aO• TCP (1-40) Qu i 820x5TR .0 • X A 28'0 Y4 6.If placed Ch NV a eIgnaril shall .Teede�d to ootennft.wrack.11405 fIn.,0la toed for a left Ione Omura,Clf20-5TL EosWslrlp trafEFT LANE fic Sim !$ • Sae tat.2)4 fry arrow palmi Wooed In the olo°a lar neon ft.end of Me merging taper. a€ + A 4•® TCP (1-4b) n' 8 8 .•. x V• x- 7.Mere traffic le directed over 0 yellow o.nterl Ina,onartgllzlng*viae z! - •_ 5ff len 18001°*o two-key traffic Would be spall on tabor.de 20'01 15' in v, if pos070 Rh end rt, ,n, x '•' LANE erre S is the speed Io ore n 1911.orslower, tiNTte avio•�.paolro I.ff10ded zs V V '01.0 -J. END x CLOSED for the areas of omhliotlnp workings,not the entire work eora. _ \♦ . ROAD WORK Cr20'5TR 2 bIb'01.0 ROAD •%z.' Texas Dec Opera ,of TrgnsporiaNDn `.. END wOR K Wena roraav GW11m ;..7IF.7.(7(97.•1KR1.... ROAD WORN AHEAD + �0 . For constructml°nnonoe TRAFFIC CONTROL PLAN l•`'�:! `4" 48"X 24^ �log.' ROAD "'or�'°'"ark' LANE CLOSURES ON MULTILANE e•x NV TCP (1-4b) WORK •Woifio arol•ct IFlaps- lr ret.for enad02 See rote Il ANEAD shadowreceNrvenial., CONVENTIONAL ROADS azo-iD o be rand In / TWO LANES CLOSED °• %4B• the orOlegt NOT �� ti.TCP (1-401) See not• e II for Item 502, TCP(1-4)-1 2 �Vr Barricades, Slone - and Traff to .W, enrx. vas..._-. ONE LANE CLOSED xadna aNs lw, Iw.,w� S 2-94 -I2 . men. sw,.n DAT[• JTRA FFI CIv ha bow I'sN I I CONTROL PLAN CLIENT 800010 010110 BNFFT Nil. moodECT ENO 201ep: pTCP Tt BALLI CENTER SANITARY SEWER INFRASTRUCTURE IMPROVEMENT COST ESTIMATE DATE 7/10/2019 W 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 INFRONT 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 r467. . / I1�eo`s O`�A�c�a�� its 4r•ill wrap 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'. •• r- L FIRM NAME rJt►) ��� � �'� • STREET:Nat? cunt?, c :cre r}C CITY: Sed - Tl ZIP: m // S FIRM is: 1. Corporation 2. Partnership 3. Sole Owner 4.Association 5. Other 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 having an "ownership Interest" constituting 3%or more of the ownership M the above named"fimr". Name Job Title and City Department(If known) • 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3%or more of the ownership In the above named"firm". Name Title f‘-'y Pi— • • 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 Gam/A • • 4. State the names of each employee or Maw 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 ownerahipJn the-above named— km". Name Consultant ity • CERTIFICATE I certify that all information provided is true and correct as of the date of this statement, that I have not knowingly withheld disclosure of any information requested; and that supplemental statements will be promptly submitted to the City of Corpus Christi,Texas as changes occur. Certifying Person: Title: 1 r (Type or Print) 0 7u Date: 8 Signature of Certifying Persot�l�x4 -- I . Exhibit 5 Nueces County Kara Sands Nueces County Clerk *VG-50-2019-2019036339* Instrument Number: 2019036339 Official Public Records AGREEMENT Recorded On: September 04, 2019 11:40 AM Number of Pages: 70 " Examined and Charged as Follows: " Total Recording: $283.00 STATE OF TEXAS -; 1Y Co&`r, 1 Nueces County *I,/ I hereby certify that this Instrument was filed in the File Number sequence on the date/time „,; printed hereon,and was duly recorded in the Official Records of Nueces County,Texas ithyi� �S'..;= Kara Sands )cwt )Crk ***********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: 2019036339 RTC - DEVELOPMENT SERVICES CITY OF CC Receipt Number: 20190904000092 2406 LEOPARD STREET Recorded Date/Time: September 04, 2019 11:40 AM User: Margarita S CORPUS CHRISTI TX 78408 Station: CLERK04