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HomeMy WebLinkAbout031839 ORD - 08/20/2019 Ordinance authorizing a Wastewater Trunk Main Line Extension Construction and Reimbursement Agreement with Yasin Investment LLC to extend a line south of Whitecap Boulevard, along Palmira Avenue for a commercial development for which the anchor store is IGA; appropriating $899,786.39 from the Wastewater Trunk System Trust Fund to reimburse developer. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CORPUS CHRISTI, TEXAS: SECTION 1. The City Manager or designee is authorized to execute a Wastewater Trunk Main Line Construction and Reimbursement Agreement ("Agreement") attached hereto, with Yashin Investment LLC for the construction and installation of a 24-inch wastewater trunk main line, for the development of the platted property know as PADRE ISLAND NUMBER 1, BLOCK 1, Lot 1R, Corpus Christi, Texas. SECTION 2. Funding in the amount of $899,786.39 is appropriated from the No. 4220-21800 Wastewater Trunk System Trust Fund to reimburse the Developer for the construction of a 24-inch wastewater trunk main line, and construction improvements in accordance with the Agreement. 031839 SCANNED That the foregoing ordinance was read for the first time and passed to its second reading on this the /34) day of , 2019, by the following vote: ai_s Joe McComb Michael Hunter Roland Barrera 61-6,' -v Ben Molina . --0-73e_ Rudy Garza L lJ' Everett Roy Paulette M. Guajardo �� C? Greg Smith / Gil Hernandez 15- , 641 That the foregoing ordinance was read for the second time and passed finally on this they day of 2019, by the following vote: Joe McComb (iY&S Michael Hunter a -Si Roland Barrera (i,is/ Ben Molina 61(.1i Rudy Garza :aes � Everett Roy L Paulette M. Guajardo (%) Greg Smith 6teS. Gil Hernandez L�64 PASSED AND APPROVED on this the day of 6) , 2019. ATTEST: K2 ,CX--e,e4—/--L-V(1-2'N VI./l. e.-47-)AA-4-- Reb cca Huerta •- McComb City Secretary -, or 1 031839 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 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 PROP 2 of 11 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 Pane 3 of 11 e. In the event of an uncured default by the Developer/Owner, after the appropriate notice and Cure Period, the City has all its common law remedies and the City may: 1. Terminate this Agreement after the required notice and opportunity to cure the default; 2. Refuse to record a related plat or issue any certificate of occupancy for any structure to be served by the project; and/or 3. Perform any obligation or duty of the Developer/Owner under this Agreement and charge the cost of such performance to the Developer/Owner. The Developer/Owner shall pay to the City the reasonable and necessary cost of the performance within 30 days from the date the Developer/Owner receives notice of the cost of performance. In the event the Developer/Owner pays the City under the preceding sentence and is not otherwise in default under this Agreement, then the Agreement shall be considered in effect and no longer in default. f. In the event of an uncured default by the City after the appropriate notice and Cure Period, the Developer/Owner has all its remedies at law or in equity for such default. 11. FORCE MAJEURE. a. The term "force majeure" as employed in this Agreement means and refers to acts of God; strikes, lockouts, or other industrial disturbances; acts of public enemies; insurrections; riots; epidemics; landslides; lightning; earthquakes; fires; hurricanes; storms; floods; washouts; droughts; arrests; civil disturbances; explosions; or other causes not reasonably within the control of the party claiming the inability. b. If, by reason of force majeure, either party is rendered wholly or partially unable to carry out its obligations under this Agreement, then the party claiming force majeure shall give written notice of the full particulars of the force majeure to the other party within ten (10) business days after the occurrence or waive the right to claim it as a justifiable reason for delay. The obligations of the party giving the required notice, to the extent affected by the force majeure, are suspended during the continuance of the inability claimed but for no longer period, and the party shall endeavor to remove or overcome such inability with all reasonable dispatch. 12. NOTICES. a. Any notice or other communication required or permitted to be given under this Agreement must be given to the other party in writing at the following address: 1. If to the Developer/Owner: 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 Pat 4 of 11 City of Corpus Christi Attn: Director, Development Services Department 2406 Leopard Street 78401 P. O. Box 9277 Corpus Christi, Texas 78469-9277 with a copy to: City of Corpus Christi Attn: Assistant City Manager, Business Support Services 1201 Leopard Street 78401 P. O. Box 9277 Corpus Christi, Texas 78469-9277 b. Notice must be made by United States Postal Service, First Class mail, certified, return receipt requested, postage prepaid; by a commercial delivery service that provides proof of delivery, delivery prepaid; or by personal delivery. c. Either party may change the address for notices by giving notice of the change under the provisions of this section. 13. THIRD-PARTY BENEFICIARY. Developer/Owner's contracts with the professional engineer for the preparation of the plans and specifications for the construction of the 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 Paae 5 of 11 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 Pane 6of11 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 Paoe7of11 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 Paae8of11 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 5-1-1 8 Paae9of11 EXECUTED IN ONE ORIGINAL this day of , 2019. ATTEST: CITY OF CORPUS CHRISTI Rebecca Huerta Nina Nixon-Mendez, FAICP City Secretary Director of Development Services For City Manager APPROVED AS TO LEGAL FORM: 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 Paae 10 of 11 DEVELOPER/OWNER: Yasin Invest ent LLC. • Ali 11111P4 k2(36Q 'X ori Rashe:d, Owner STATE OF TEXAS § COUNTY OF fv Jett-' This instrument was acknowledged before me on �t29 , 2019, by Lori Rasheed, Yasin Investment LLC., a Texas Limited Liability Cor I ny, on behalf of said corporation. ULTRA V PENA Notary Public's Signature s6‘ NOTARY PUBLIC •o i!5; „I State of Texas \-1:47;k5".Comm.Exp.12-02-2019 WASTEWATER TRUNK MAIN LINE EXTENSION CONSTRUCTION AND REIMBURSEMENT AGREEMENT Standard Form Wastewater Trunk Line Reimbursement Agreement Template Version 5-'-18 Paoe 11 of 11 w PLAT OF .Q Pa.) „'" PADRE ISLAND NUMBER 1 t SITE.,-. BLOCK 13,LOT 1R x •.ter`+` .I BEING A REPLAY OF LOTS IA-9A AND LOTS IB.9B.BLOCK I),PADRE ISLAND �, p* NUMBER I.AS SHOWN ON A MAP RECORDED IN VOLUME 13.PAGES I.8 AND I1, i' ~` MAP RECORDS OF NUECES COUNTY,TEXAS AND THAT CLOSED PORTION OF IAS 6� v TUNAS DRIVE AS PER ORDINANCE NO.03 NDN AND DATED 109-18.SAID IA-9A 9e * AND LOTS IB-9B,BLOCK13,PADRE ISLAND NUMBER L ALSO SHOWN ON A MAP ligRECORDED IN VOLUME(8L PAGE 439,MAP RECORDS OF NUEC ES COUNTY,TEXAS 4,,,, A? Y STATE OF TEXAS at COUNTY OF NUECES 'ORIS FINAL PUT GPI III HEREIN DESCRIBED PROPERTY WAS APPROVED BYTIE DEVELOPMENT SERVICES ENGINEER OFT IE CITY OF CORPUS CIIRISTI,TEXAS. STATE Or TEXAS MIS THE_I/AY OF .3119 COUNTY OF NUECES WE,YASIN INVESTRILNTN.I.Lt:IAN NEREID'CERTIFY THAT WE ARE ME OWNERS OF BLOCK 11, WILLIAM 1.GREEN.P.E LOT IR.TILE PROPERTY SHOWN HEREON.WE HAVE HAD SAID LAND SURVEYED AS SHOWN ON DEVELOPMENT SERVICES ENGINEER TIE FOREGOING MAP.THIS MAP HAS BEEN PREPARED POR THE PURPOSE OF DESCRIPTION AND DEMCAfON. THIS THE DAT OF .3010 STATE OF TEXAS 51011519 RASHEED.(TRP.MANAGER COUNTY OF NUECES THIS FINAL PLAT OF THE HEREIN DESCRIBED PROPERTI'WAN APPROVED RV THE MANNING COMMISSION OF ME CDT OF CORPUS CHRIST.TEXAS. BOOTIE OF TI-Xis THIS THE DAY OF .BIP ('0(19)5 OF NUECES BEFORE ME.'IHT UNDERSIGNED AUTIIORI'T Y.ON THIS DAY PERSONALLY APPEARED TILE PERSON WHOSE NAME IS SUBSCRIBED 10 LHP.IOEEGOING INSTRUMENT AND ACKMIWLPDUED ERIC VILLARRE.AL.P.E. TO ME TIAT HE EXECUTED THE SAME AS ME ACT AND DEED OF SAID LANDS FOR THE CILAIRMAN PURPOSE AND CONSIDERATION TIIF.RF.IN P.XPRPSSPD.AND IN lME CAPACITY STATED. GIVEN UNDER MY HAND AND SEAL OF OFFICE. NINA NIXON-MENDEZ.TA.H CP. THIS THE DAY OF .X119 SECRETARY NOTARY PUBLIC STATE OF TEXAS Cf ONLY OF NUECES STATE OPTEX.AS I.KARA SANDS,CLERK OF II IE COUNTY COURT IN AND FOR NUECES COUNTY.TEXAS.UD COUNTY OF MUF.CES HEREBY CERTIFY MAT THE FOREGOING INSTRUMENT DATED THE DAY OF I.RONALD E BRISTER.•A REGISTERED PROFESSIONAL LAND SURVEYOR OF MUSTER 8119,WITH ITS CERTIFICATE OF AUTHENTICATION WAS FILED FOR RECORD IN MY OFFICE THE SURVEYINO.HAVF.PREPARED THE FOREGOING MAP FROM ASIIRVE..YSIADE ON THF.GROUP) GAY OF --819 AT__(TCLOCK_MIN AlSIT COUNTY IN VOLUME_,PAGE _MAP RECORDS IINDE.R MY DIRECTION AND TT IS TRUE.AND CORRECT TO THE NEST OF MY KNOWLEDGE. INFORMATION AND BE:DEF. WITNESS MY HAND AND SEAL OF ME COUNTY COI IRT.IN AND FOR SAID MINTY AT MY MISTIE DAY(IF .389 OFFICE.IN CORPUS CHRIST,TEXAS.TIF DAY AND YEAR IAST WRITTEN. ,-,:,SOFT,......., NO. yf X Air iii FILED FOR RECORD RONALD E MUSTER /.RONALD E(MISTER• R5: REGISTERED PROFESSIONAL.LAND SURVEYOR . . KARA SANDS.CLERK DEPUTY:t,(,q%p1NINUt<F,/ NIECES COUNTY.TEXAS -�403UN/%' AT OCLOCK M i1PPr 'LOD Cap trill A4Y 1 2019 NOTES: I.THE RECEIVING WATERS FOR ME SPORFI WATER RUNOFF FROM TRIS PROPERTY IS TIE LAGUNA MADRE TILE TCEOIIAS CLASSIFIED TIIP.AOIIATC I IFP IISF FOR PLANNING COMMISSION THE LACUNA MMRF.AS"EXCEPTIONAL.AND OYSTER WATERT.ICED ALSO CATEGORIZED TIP_IACCMA KIADRE AS'CONTACT RECREATIONAL:USE. Z.MF.SUBJECT SITE IS LOCATED ON A INI-YEAR FLOOD PLAIN.IN A FLOOD WAY,IN AN IDENTIFIED TI.000 PRONE ARFA•,AS DEFINED RY THE LIS.OEPARTSIENTOF HOUSING AND URBAN DE VEI.(WMENT,PURSUANT in ME FIOGD DISASTER PROTECTION ACT OF 1911,A5 AMENDED,OR AN AREA IDENTIFIED BY ME FEDERAL EMERGENCY MANAGEMENT AGENCY IFERIA)AS AN AREA HAVING SPECIAL FLOOD HAZARDS.TIAs PROPERTY IS LOCATED IN FLOOD ZONE AIT AS INDICATED ON PANEL NUMBER 485141 0101 D.CTY OF CORNS CHIRIST.TEXAS.WTIII AN EFFECTIVE DATE OF SEPTEMBER IT,IRS).AND A BASE FLOOD ELEVATION OF IF. REC�1��n)1f-1 T I.BEARINGS ARE BASED ON GLOBAL POSITONTNG SYSTEM NAD&1(9)117)3 DATUM.7\ �/iNJL I.TIETOTALICNmOAREAISCMIIACRFS. 11),PFg 2919 Brister Surveying • City or corpus Christi �915P.1S(1vNi IRk.s.9e 51CT.TIIE YARD REOUIRERIENT.AS DEPICTED.IS A REQUIREMENT OF ME UNIFIED DEVELOPMENT CODE AND IS SUNECT TO CHANGE.AS ME ZONING MAY Cl LANGP_ Development Services 111 Off M11RS/NR1 6.SET 1/IF RE•NAB-STEEL RE-RAR SET WITH IYELLOB'PLASTIC CAP LABELED BRISTOL SURSURVEYING • F.. MI ARLINE / • TA,RlN9rn.9,'U THHHAP OAT.to MAP,APRIL 3IP5 POET. 0F1 ` PLAT OF sem• � 1 A '-P PADRE ISLAND NUMBER 1 SITE BLOCK 13,LOT 1R VIIIIiIr ..?..5' BONG A REPLAT OF LOIS IA-9A AND LOTS ID•RIL BLOCK 13.PADRE ISLAND NUMBER I.AS SHOWN ON A MAP RECORDED IN VOLUME 13,PAGES I•R AND 17. , �a ,y� GRAPHIC SCALE <�' F MAP RECORDS OF NUECFS COUNTY.TEXAS AND'IT IAT CLOSED PORTION OF LAS TUNAS DRIVE PER ORDINANCE NO.031360 AND DATED 1114.18.SAID IA•-RA AND 1.07518.00,BLOCK IJ.PADRE ISLAND NUMBER 1,ALSO SHOWN ON MAP — OM .s 4 a RECORDED IN VOLUME 611.PACE AA MAP RECORDS OF NUECES COUNTY.TEXAS µ i+'' i`' NEM (IN FEET I ...........,") 3r I inch=60 R. p i" A. I I I I D'X OUR ROARED ACCESS I? PASEME TCRRATED BY I()I'_'IIII I 10'1"_Hr\ EASEMENT DEDICATED F.ASEMI!TIM PLAT TED pY SEPARATE INSTRUMENT I I nus PLAT DOC.NO o.PR xcT. I IAS TUNAS DRIVE J.1 nGlFn uS 107151 DRIVE r 4 RDNANC r•Y� - NIRIOHf OF WnY 1 $29°I$'00'E 449.9R I!PF.R OD,ltw IP"4I:NHO MI.TDTO BLOMN.S.LOT IAUV I tear,`1 ' "t PADRE ISLAND I r*ssl D.Al•'TL CORM CHRISTI RECTONU IPU N71��1iV1�N1 IP MIL VOL AS PIS.6( IS.M.R.NC,T. 9UR BLOCK]IA LOUIS 1 i �Y PADRE ISU.VD- '� I .4 '"!' ..rra MB CORPUS CIIRIST SELL ION I I I �� '° I tr vD1.RAPES 6H-M9.M,R.N.GT, 1{01 13 till 1 ,r Q I I I 'M1 i1Nit „. r i I 1 I1„01' I I N. LOT IRSr El I.V111.1, I I l 4.907 ACRES M,I .YI-t `'S 213,745 S.F. ,A r I % I I ENI, e 6 .I IL) 1a N .o ,6 141; .> ,a c A ; ., F t 1R' o '40c X9 I�„+ H tN zY I,if .S .i D I DLII I I rte•. IE UE CREATED or NAT M f r yC� 'Ir/it., PS1V�I.•r vO1.Nl!13 PAOE51 5 �'71 M.RN.GT.MTI HIRIPI' v N CL CS ED PYTIIIS PUT ANDtnt N. COMAIMNO!]W l.f. k 1 9 ROTES, I .� a MN 1`' I.TIE RECEIVING WATERS FOR TIlE S1ORM WATER RUNOFF FROM T IIS PROPERTI'IS 1 I I "Ut--- -` THE LAGUNA . GINAMADRTHFTCTYJHAS CASSIFIEDTIE AQUATIC LIFE USE FOR THE LACUNA MADRE AS'EXCEPTTONAL'AND-OYSTER WATERS'.TCEO ALSO 1 I `*. I 5 CATEGORIZE.°TIE I ACNINA MADRE AS'CONTACT RECREATIONAL:USE. .1 3'I} 'I, , ,4, '.THE SUBJECT SITE IS LOCATED ON A IIRSYEAR FLOOD PLAIN.INA FLOOD WAY,IN AN IV r I COMET RTIC {� F MMIsTI IDENTIFIED-FLOOD URBAN PRONE IIEVIMG'.SDURSEIANED tlY TIE U.S DEPARTMENTOFL I I I;V\�IIIIN rkA4Hn.3'r HOUSING ANDDCT OF ISO. PURSUANT TOME FLOOD DISASTER 4'X INT CART PAIN 1 PROTECTION ACTTAGERIE AS AMENDED,OR AN AREA IDENTIFIED BY TIE FEDERAL I EASEMENT DEDICATED 1 y S--- •� EMERGENCY MANAGEMENT AGENCYIFF_MAI AS AN AREA HAVING SPECIAL FLOOD I noes NAT Of iJSq IS UE HAZARDS.TITS PROPERTY IS LOCATED IN FLOOD ZONE'ALF AS INDICATED ON Ifi rJ V 03011-54-G11,,' 1 }I,Sf' PANEL.NUMBER JRU610N1D.CRY OF CORPUS CHRIST,TECHS.WITH AN EFFECTIVE L _ n{ 1� DATE OF SEPTEMBER It,1991 AND A 015E FLOOD ELEVATION OF IR. 1 .L___,v ___1, _"yf'. —,.--- 1"I'w”—,-__1Z_�.i1iIN 1 IRU.E,,,.. ® I PPi�3i��'B ).BEARINGS ORF.RASED ON GIAWI.YOSODONINC SYSTEM NAD ID(11.114313 DATUM. —r {917 . --N89P 14'42'W 450.05'1-- 1 O J L THE TOTAL PLATTED AREA IS 4.907 ACRES _r--.7-1.1—_,-- --•IT r ��Jf�nnt,,llu11111 S.THE YARD REQUIREMENT,AS DEPICTED,IS A REOUIREIUP.NT OPINE UNIFIED S'X IR CART MTII Il tI I 2019 L✓ DEVF:IAIPMF.NT CODE AND IS SUBJECT TO CI LMIGE AS THE ZONING MAY ORANGE. EASEMENT CREATED I RV OC.NO. INSTRUMENT MOCK 13,LOT 111 A SETS."REFBNW.STEEL RE-BAR SET WTI YELLOW PLASTIC CAP URELEIDRRIRIY.R 71 71 DOC.NO. WC.. PADRE ISLAND NUMBP.RI PLANNING COMMISSION SURVEYING 14 g VOL hS,PG.SIR i 1 M.R.N.C.7. A I I I RECEIVED Brister SurveyingA • I b APR 19.9 • ,.9r mn City oT ment S cllristi mlan ��� ! Development Services cem..cµ�L Teas.1,m I CMin 181.x1 ®.FOUND CS RE&\R a, 1mbnmlaVll9U• IN.mPuIOUYTF,m Firm R<p,IwSm P:.IOIPxID DATE.OF RMP:II APRIL IMP PAGE'_OF.1 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-p-• -ins action cost as s wn by the cost supporting documents attached herewith. LbtA l Title: 7 _ ct-tia- _ d'" Date: .\V.\y \ p0`°l STATE OF lexaS § COUNTY OF LLQ 3 § This instrument was acknowledged before me on Ju\y ‘a.t�ot°I by �,OY'i RaSVI G , Owner of said entity. J. SAMUDIO t ` ,,,,�.._. �� Notary J 10 q:12833273-0 U 1 r( ,R My Commission Expires 07/21/2022 WIIITIII,111,1,_,,�,�,�_ 1 Nota Public in and for the State of Texas Exhibit 2 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 on cJU` L1?D19 by �rr s rl�� , of, g y Yasin Investment LLC., a Texas Limited Liability Corporation, on behalf of the said corporation. I J.SAMUDIO s Notary ID p 12833273-0 y ID � �;®, My Commission Expires o7;21/2022 D 04 l , ,....___ Notary(r 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. 'aevelopment Services Contracts Administrator (Date) M (- .Q t R m- t., rxg:.1,,7yeebylalalMll.nF D u 3 l i c I m p r o v e - e n t M a n s for a w IM,v f N m % �arw o_n-Ia)IMII.wSakb.,.. N-o w I- ....o .�...�_,au a=Clw allop'r sCNntl. [ 0 Y Z F .... emw=Wees.naua.eve.F=us ll a D Da,e O a;;-5.r»Tae B C I I I Center Z Y J Z U am.1i ------- _. J GENU 15401 S Padre Island Dr (Park Rd 22) J �- W 4 O N 0 m ��0 Lot 1r, Block 13, Padre Island No.1 31a Development Services Department doesn't review nor approved structural plans;the Structural Engineer is responsible for his design O Corpus Christi, Texas D 1-1-- Contractor to cull (800) 344-8377 ----.;.;,:;;r,,:--:".- '..,„,ewo `�_. -- A A before commencing work. --z ._,1 *Tawe 811 Advance Notice: 8 CAUTIONII 2 working dl] y 11u11 caln.Cra u TO voeF. 9 ye, not more than 14 �6 IliFIaGiDlar�i a Ki uMrumils days. $3 lC- I Know IB�IE(1!below: mala TO casnlucna - f7 m ^n - - Number of days in advance of a wb"-� j Call before you dig. digging project that you need to y ZQ10 ass notify the one call center of your t` W m G }F'6 intent to dig. 4 w to m to d.z 5 ____.____.-_.. _-._. _ a ZWPN yi€ a @ CONTACT INFORMATION: Z t9 Er X 8�e ffi _ _ a a- d '� SITE OWNER: ENGINEER: SURVEYOR: DESIGNER: CONTRACTOR: Z ZR F- Sa t S44 f jj o w x m c(96 S IX S MOEHIN RSHE[O VICTOR M.OAROIA RONALD E. SRIeTCR JO[RCYC! F. D w u ` TOTAL DESIGN FOUR E F D.1 UE1 YASIN INVESTMENT LLC VANGUARD ENGINEERING SRISTER SURVEYING CUSTOM CONTRACTING F QmgN { I� 5702 S. Staples Suite#5 G 34 m e, iiy 14213 Punta Bonaire Dr. 4019 E.Expressway 83 4455 S Padre Island Or Suite 51 Copperlleld Atrium Offices PO. Box 141 I! O w GENERAL LOCATION MAP 1:2000 Corpus Christi, Tx 78418 Windom, Tx 78596 Wesloco. To 78411 Corpus Christi,Tx 78473 Harlingen, Tx 78550 a Z 013 Vii, yosininvestmenttgmail.corn admintvanguardeng,corn brister surveying0corpus.twcbc.com customconirnctingt.jrfgenail.com I >0 6` �/ (832)922-7951 (956) 514-5088 (381)850-1800 (361)993-6980 (956)970-6720 E 4 gli I I'- C l IID I >< - o IP -- - . Sw PAGE. No. PAGE. TITLE PAGE No. PAGE TITLE PAGE No. PAGE TITLE 0? 1. CO COVER PAGE 18. C3.B RETAINING WALL DETAILS 35. C5.12 ALIGNMENT 3 STA 11+00 g1= 2. Cl SITE PLAN 19. C3.0 RETAINING WALL DETAILS 36. C5.13 ALIGNMENT 3 STA 12+00 /� ` 3. C1.1 DIMENSIONAL PLAN 20. C4 DRAINAGE & GRADING PLAN 37. C5.14 ALIGNMENT 3 STA 13+00 f1 �/ n 4. C2 EROSION CONTROL PLAN 21, C4.A LANDSCAPING RETAINING WALL SECTIONS 38. C5.15 ALIGNMENT 3 STA 14+00 to 5. C2.1 EROSION CONTROL PLAN CONTINUED 22. C4.8 RETAINING WALL SECTIONS 39. C5.16 ALIGNMENT 3 STA 14+90 6. C2.A EROSION CONTROL PLAN NOTES 23. C5 UTILITY PLAN 40, C5.17 ALIGNMENT 4 et 5 7. C2.8 EROSION CONTROL PERMITS 24. C5.1 ALIGNMENT 1 & 2 41. C5.A WATER DETAILS `' . 8. C2.0 EROSION CONTROL DETAILS 25. C5.2 ALIGNMENT 3 STA 1+00 42. C5.B WATER DETAILS 9. C2.D SAFETY END DETAIL 26. C5.3 ALIGNMENT 3 STA 2+00 43. C5.0 WATER DETAILSoovsv e_ 10. C2.E SAFETY END DETAIL 27. C5.4 ALIGNMENT 3 STA 3+00 44. C5.D WATER DETAILS 11. C2.F SAFETY END DETAIL 28. C5.5 ALIGNMENT 3 STA 4+00 45. C5.E SEWER DETAILS / 0111 12. C2.G SAFETY END DETAIL 29. C5.6 ALIGNMENT 3 STA 5+00 46. C5.F SEWER DETAILS G/ ei 13. C3 PAVING PLAN 30. C5.7 ALIGNMENT 3 STA 6+00 47. C5.G SEWER DETAILS / 14. C3.1 PARKING PLAN 31. C5.8 ALIGNMENT 3 STA 7+00 48. C5.H SEWER DETAILS DATs:Jus.T la,00le 15. C3.2 FIRE DEPARTMENT PLAN 32. C5.9 ALIGNMENT 3 STA 8+00 49. C6 LANDSCAPING PLAN COVER PAGE 16. C3.A FIRE DETAILS DETAILS 33. C5.10 ALIGNMENT 3 STA 9+00 50. C6.A LANDSCAPING DETAILS 17. C3.A PAVING DETAILS ' 34. C5.11 ALIGNMENT 3 STA 10+00 51. C6.B LANDSCAPING DETAILS CLIENT Mas1eIN ,anxee SNR CT NPv 52. TCP TRAFFIC CONTROL PLAN woo.lECT No. ENO...118.320 CP -------- I m• I a y 1 E! • I g a I I I §.in I 'gg I g1i 19tt I rga I 2 '~tLg I ZQ '- ..N.... , N4A .,aid „n „da .,Md 1iII I J IR I es ADRs C W N O{- ❑. o e >d Pr 7.: a A,S OPO-IS W i-Z --J ._ J - _ _ PADRE.ISLAND N.,... _._ /��/ jj J / raF-MFRANi / \ / \ ! \ / \ i— - - Z a Q m --r a PALMIRA AVE._ Ensr ASPHALT _ U =Q m L_ 1 V G 60.0.8.0.9. PAv IIDEI [s..c // J F a E] _ A F MOP. M1to H q RACK Of CURB -I 3•-•1/, ] „ * Ili A PIF. _ _MAX . .•' -•s1• ._.■ l(�i 4" ......Lnr ....... ' ',97' cru-sA, u I. _ M M>Q U Y1 E i T. . .•4.907-ACRE TVRAACT.. . 41947. . . . . • .15 • 25_ - --- ^Ee Ee m f1 0 f 1 — i t '( •P t , 1 R N U I /� GENHRAL LOCATION MAP 1:2000 ^� ) r' . '- . i I� ¢4 F t 1 \J 1-- di. - LA,'-1M4E AN R[TIXYIWI rOE/0,.. �•- - T4.1>¢AOIE4� a r� tR y AREA TABULATIONS oi,".• • - • •_ /• • '/i([r -._ • • • _• • • •-• • ••r T. LI O2 I3 BUILDING FOOTPRINT AREA 38.605 SF s[w[R - ^q I I ..,. .A.�tR4 SS.r_.arn.._.Re...l...tr...i...wAn...id +..w ,..:"AFL. 1 � � Z m -g /.'/. _ � 3g PAVEMENT AREA 96,632 SF OSLE- :.- y TEL POSTSPIN GRATE Q N V-0 ISLE P0.0P. ;[� .v., -,.1. PROP. LNL• •• I 4 W 3 Ol N iia GREEN/L ANOSCAPE AREA 7A,508 SF -____ _ 1 SIDEwALK Wit_ __ W! \FP SAL I r- = —I • Z INTI p 0 TOTAL = 213.745 Sr ----_ 1 I \ �I Tem _ - - Z �W -in €XN I, .. -PROP.6NCt06[D MOI,PRTER Pl0 /%II I r Q.X bsb 1 PROP'i `. DUMMTERPAD OUP1:11 RPAD PROP.1/f + /• Z ZaI- _.4 WATER MFT[R Y WATER METER W ki nn '-.1_ PROP.HEAVY DUTY- 0 X yt •• PILOT.m CLlMOUT- GREASE TRAP PRS' , W Q N u gM 'PROP.ELECTRICAL WATER MITER •I 1 f 0 Q u LI I� TRANSFORMER BY OTTERS 'LPROP.�CLEANOUT- x Q LLf-QID Y:1= -,,LI • PROP.GAS METER •I 6B Q JU1 wEi I ..P64;41/ (IPPIN(. PLAZA/BLDG DG A , N ]W IR_ t">'4 • LEGEND PRG. �� . / "�..,%� I� Ili 1Q g.* ///PROP.BUILDING FOOTPRINT RlTN�MMD ilic • . I d' Yif• ce P oP.sloplrvo tllDe ung_ A 6 \ W ;O�P¢Ez15 WETLAND MEA REA •_•• MOP, Y / f PR P P RKING LOT MEAOP A • EXIST FIRE HYDRANT - / -- NML .In ,•1 I-'D. LFH PROP FlRE HYDPANT IM STEEL POSTS - PROP,- BACKFLOW TER I •rIE� L+?f I- 6&3RPROP.1.10'WATER METEP. 1 - t (111 BAflTY OPROPNFIRE-' ..L. ;.H„ 6g• aw BOLLARD! -'I� I a- .WV PROP.6 wATER VALVE IDlPMTMlNT "' .. _._ET PROP.ELECT.TRANSFORMER EY OTHERS �J// . � ..• CONNECTION - - -L_ ••I� 1 o.•S /I Si EXIST.SAN.SEWER MANHOLE O1 • I ��b !� T •� © PROP.SAN.SEWER MANHOLE m �� I I y F ! PROP.CLEANOUT P� 1 ♦ t ♦ 1 ,•la�• I _ •'��. •• '• - RaQPROP.LIGHTPOST ' 11__. -- i 1 -.__- ♦ t '.." ',...RL. ' ,,0 PO..D6L.C1RRCK L-'•=3PROP.RETAINING WALL - PRpP ElgIVasie 61(CKfLOW P�EVENTER � PROP.HANDICAP PARKING SPACE , I ��� /• -�/M PROP.RIR[DEPARTMENT gg-PROP PAINTED STOP BAR _ {�' I SIDEMMLX A n E: I CONNECTION 1 ,,,„ PROP.TRAFFIC FLOW ARROW P I•. I ��II / Ai I �Imo'•fh `i. PROP,` - -II1II�.\' !,....,.......*.......',:.,,...s.} G PR- OP.WHEEL STOP �.( I _..__.__. I �RAH°YS TE t' . . M 1' J 1 0T P_HEAVY DUTY VS GAL GREASE TRAP so GM PROP.ACS90 CFM GAS METER I I I I._ • CLEANOUT � 1.•••I.. I .•I IAiLiR,.,�f •P._•IiexIo ,_ •. ,Imxn -PAZ?Vi.hFi88500io •11 1 •IP • - • -PROP LANDSCAPING ,r`- ill �'.•.v EXSM9G •(1. Y R€/XA164rW1b •...J) //f n n �I--L- -r2TN8LX9.yeAL__ Lzna r:: y u, 2, • FELE-Nm9AN1 L 1 J16k491EFG ly` ,:./ • %S,• 1[ r=`.LJ T F .. 1:.A..•N.o. ei /� 1- PL igit1 T-_.- -.f�AIT---1 t , SD1 I6 39'"'W_ _T 7 : 4.78:00 LwTER ' •• VL/y vtMSAM 70'.r,0R 1 -/ L a cnusrrnrc,oN Digitally signed by iota!M.H.All VALVE .x'�v' C651MC IVO! ExiSMIG /, •P./ EMSMIC diCN VMV! ry•-- j CIOSIWC O1CN Saleh,P.E. _--ARE-Si REATO „, ___.. Lt r _- III gNRDFmLrvr uxmcls '-' �O'^ E%6t.BACK .-..--- DN:cn=Jala1 M.H.Ali Saleh,P.E., W dIRB CNy Pr ,,,m,..,,,...„..., ..,..•w...N..M o=City of Corpus Christi, 01010. m..I.IIAr HOIAI OSITE PLAN ChrNli ,n.LLvl.w,r mlAl owDevelopment Services. '� EA15T.ASPHAtt SITE PLAN email=BISIS@ODTTOas.crNR.c=US SCALE 630 PAKMENI Date:2019.07.1618:00:28-05'00' SOUTH I ADB ISLAND DRIVE �. (PARK ROAD 22) SI -L - -rk - 700.0'a0.W mums"! C 1 1 T// 9J — — I { c �' %.::E=.-114. I • •- a I ,Yet "e4`! - _-. - - ' . 44 I 1 — ! ° --,-2r 21 5. es } }-9- ill ! j,!5• (.:r.,-,-„,-, ,�,Fu g°opo }s' !a' I I- f` ,�,• a '•° tr—}-2s• 6!' ll.r.--i 129 -!6� I 8» ?otlT= J � _ Iy 'U3I 71v'3 $ k jll 1 I. 11 a f• f.........42•51. , 4 5 I 1 � v •x•1 1 P. o- I � t 'r � , -I, t�—#.-2.• Y�� yr er or, u 1.. I erg--ten 1' - 4#1 '1-,... • I r • l j - , S •y3 1H.y..,,,- la ,r 2u eY '5, n 1 ff.,>-0 TI:5. . z.j a 'I Sia _ s3 °` o !' :off • .I I1 •i • \ N z �� �� ,2a.r� i- I _ 1 aI r r. I * • 5 ■fin- 17-'s;r• • 'r !.5•q ux5' , 1. O- •' • tpr is l tr 51.6'- 2]5'—tt-te !xr e f\ I 1• --:-2 Imo- $ ni'-p.Ixr. ! I - I • • • PtTT }l.r 4 1 I u [,,, !xo.41-7' - 44 nr,-n- -- ,x5 - - ,K --' S_- .' ZSY ;, yA IO fl• u' I °" :� a 1i- -- 18 Q 9 433.-.0 • 43, �1...• IYP.• 4 • �'. lY l •Sl Q • ,11! • '.1'' 2a e -S. 89.15 00 E 449,8 Z U j /i D ' r - - 65' u—!5 - --- - - - - 7� - - - - I bb�'•L I I I •/ .114 BIOIX i] circ mew s.,o (-. I I '' D j I z 1 I I I • o o TBPE FIRM REGISTRATION NO. 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C IJ t..- CLEAMKE3 MSC 11.4.2.ID LINK Pr ENE CM..MT COMPACI.LI.50.1111,1{k,,I. i7titg.4.7.71. 27)==CA 'IratteAr'77'""'"" "..""' 2 1.010.,ts.!MASA KIT 10,LESS T14,/SO .V) 0......11.0/11 I/,ON 1/1.COI/CP0E ECK•ri.111 I/r.2/11-CONDIEK KKK .'r '11E104.1600.0.1140i•:- 14r,..•4., 4.tmrrzi.-1.4.al, ,..,"1:"J":A .Kn."14,...E0A,AxnE MIN.WOW,LIC)SIR,K AS 01.4110 0,.1 WECOICAT. 4*0* MI.0/114'CO LIMS11. 04 3E04101 00110101... 1 111.NEM.1102•LES3 TOM .1 MD..POT UK/NM 0.111 VIE.Or AIL Kal.0,INEOESS/V.RESS 90*341 3.: Ls Olt 110430 1142 VA.]SNAIL K ALM.CA 3'On T..NE.11/h.0 IN KY Or sm..03.4.,..r..0.,rn.1.0....T..E.h.4 m I., i MI.',Spa,.0Tra. teir KO'1,101.4 OPSIMI.S 7...I.OE M 1100,110 ON.E. n.... S AA:AMA TKO NECEMMT.MOO(WM,hIALI.10 01,401.70 KKK MN.,MOO 2 4;40.10' t..IK PO..EASTIK.r.15.PLACE...0.0,.PLAf...1041...0.1,.MY tan MOK1 SI 0,11.0 LH.2.1 I.COMP TO...Cr 1.11110 P.01.10 1.0AniKi..01 1.011.10 IS 1.241.11).IT•••1.•pa*..1 CC 001/0001115 IRMA IK .P. 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GIE,.0.7 1_ EROSION CONTROL orrAms CLIGrar ' Nome..-----to WRETTRISZ MR_ .._ CIJE C 1 Nut.E• c 2,c COMileNT 2011. • 0 z j_ n ONE';K Wareing Point 1a+ CROSS PIPE LENGTHS, REQUIRED PIPE SIZES, L RIPRAP QUANTITIES®• R K N F Z fimerwellon of _Cross Pl.Length ,.___,,.- E4,. PI 4I O. W 0 renin, 1.0.1 .._� too of Rlorpe Neminel nCaab pe nese Corairlons f« Crass (_ 0 ' 6 i.� `2__Ifee iWlel 01 IS.Table,.._, 2. 0 f1w LIM Culver, ICyI^sou Sorrel Barrel D2 Cross Pipes Slof ot Z Q Q J Z W ;r-, -1fizeo EOpe T� [rota vlaet Cress pipe I ; `l W:1 Q Y ' Tm• I 007Ove ,„I 12" 0.6 0 =S I7.3 Ir c0.cu allona. - _ • ` - 15- 0.9 II' NIA 2':0' 2'-2' J ,.-Q N L1 a� Oa •'- �I.IQ'rot I �- le" 0.9 r-r MIA 2'-10" z•-6• ]or more Pipe Culver. u.soo s+o.D.b J 3.--.4C, ° Inside Outside 4fa-Dia 04,00; Barrel 11" U.9 .'- <.. NIa ]'•2' ]' 1' Q U Ill U W ' '1-1- -e... •. •I. C.M.P. _ 1st', m N l'0 Q NOTE. All Cross Pipes. Ens f Inv,rt I i� IJ °InMfi°nc« on tiro pipe culverts r for Concrete _ 21' 1.0 1'•0" NIA J'•10' 3.-I I" 3 Or 0000 Pipe CulvKtf D•'m 4 R mitered as ,Din to s defeat. Alternate PIPE W/ BOLTED ANCHOR Pine CUIrete _ 1 more 3/-Sra 0 a styles of m ea ends wilt requireI 11 l0- , 1.1 '-ID" NIA a'-2' 4'-4- 2°r a Pipe Culverts 1..000.O.D.1 O O E Seer . I .IL 33• 1.2 i'-11- 4'•2' 4'•5' 4'•6• All Pipe Culverts a 0 °°Oruoc present.°Oiustments ate made+o IM S-Min 12'/' t2- va1 e,t.on+his t °«e. y.--- owr1W11Y ]e• I�3 r- r ,•-s• r•0• r• • a-Sto IA SIDE ELEVATION OF TYPICAL '"6'•0' ear C.p,P• 42" A.1 Pine 7ulwrta 14.500.0.0., w I'..' IfyP1 ... 7.5 2' , .'-,- s s s.,p 3▪17 2. - - - - 4e' 1.7 2" r' S'.5. 6.,p- g../. . PIPE CULVERT MITER ate„ 50• 3 ,,,, - 1304,_ DETAIL A" ,. s.scssao., v^EL /5000700 Cm-rued/ed.Mete.Pipe Culver+.' - - _ 60" 2.2 3•-3• 6'-5- T'- •e'- J" Al Pipe Culverts Melo,It at Centre.Pipe Culvert ore firs.l«.' 15fawln0 Invert vitn Corrugated Metro Papp 66' 2.4 l'- ]' 6'-11' I'-1n- n'•9- a YLr r ory1 Culvert. CanOM O Pipe Culvert details are i2' 2.1 3'•,` i'-S- 6'-!' 9'•,' ~ II4 Sheller. Craft Pll3sa not mown for cl«Ity.I yY 1.2§ v 8 arcnd f 18orsCross detefe O the prof. In..!colon o the 1Ir.Cross Pipe I•orili.1 LI yyE c�# +O ;v. +o m0 'n i' <e« C be plvehicle oed1 et fO,af°fie The han lop 6°'000.tre he first Cross Wer ^ DI Sg n' cover re Toe..eeape OlorOO c/ _ ° t line. 1000 CG '6' �� \I 0 concrete .m1. :/d8 O pea°f0wnain0lhe�IPECaO7EtheabfMfltihe Mrs/bottom 11 a Z}ID fir- o pe snot.pe J Yr•StonOord Pipe le-O,O.I, Q ig W�z" PIPE W/ ANCHOR BARS ] IM ysiro installed Pa •',. O° pe from the be,.01 1M Culvert 70011 n W 3 N m �>S '.eye pe.heren•a .tat a molted connection. Core 1! 6. W N D O a. ®® #4110,1,40 ® f cross co neNen+o o allow �noa neap cells. aces Mt 00..000 Lei?, Ea -flow lira he Croft Pipe.o° e disOtseeDly 01 the Dotted Z N 0 v1.- . �jyp connection.o one.o e«Beat. the Bettor.«•s 0 W 03 0A' -]' 00110n. 01.Other Cross Pipe.tray 019°de Iner0 lea using '[ \ ® t z ,/, SECT ION Bora he 00!003 e5100etOS alto.. Ut¢X bib 3H` \ `7,f ICroaa elms not Brevet+ «t+1..' Q Match Croft Swope of snow,...ere+n fns plant. Croat Z W X~a y�3 51e.or 671 °otter is 000„0.0 r«xenicle.... 0 0,D g g I' el«ab- � . ,� •6 Anchor nor Q Ri«W 0.2770:'Lrg+he liars frown wII'x Reis as F O W U.. gB: Pia ' "ON C C COneryrx aiorab a for Oona nl n Ione reinforced -r ed Co M Q'F "y SECTION C-C ©0ipn+iri•S frown«e r«One era orlon.reinl«cae Cancre+e R Q N J N Nf]g itf Cress ripe P..Culvert. or mol tale ape u ve or or Corrugated f ITyp.= ..-f1w CROSS PIPE DETAILS Metdl Pipe Culverts, wan/Mats.ill uteri to o.naiuetw. a N 01. '+ ' ' (Crate ops .°Mtn A6 Reinforcing -•,-- -` niorW atm+i ties a for Contractor's.inform.ton only. - 1.7 W W` i0' p Line . f RI«abt`Anchor dor Cie« W Y 001 r l GENERAL NOTE Z P y mewl i $ L,,,Is of R1ora0 A S/ >O 6 }2-- Ira be incl War _' 'P' 11,4,1 jENoan Pipes ore deli 0 for a HOversi Hood of 10400 ",C�, ------ to �� D2..12. p sat yield°s Tec nada op ReseorcO°Report 2110-'2f. 2 eE gat a 1 Gwith s.C.L !« ±ongert -Safety Tra+matn of rteWalde P °Ilei-wain°ae Structures-. K atMn+1O in °deet t Dorllon i i 1 -1 I Pip•Culvert Tewaf Trmeoor+aim Institute. u«cn 1981. V. 6 ISOMETRIC VIEW OF I Safety End Treammts mown herein«e Intended for use i TYPICAL INSTALLATION Q�- R1orao PI.Culvert .roe•°mite tori m0 she.w o emfre! 'ehio!•s ore likely W bot :I^ -Pipe Culver. CCCM'P,or - --111orW o rte+heMeniras aper°wim°telY Oerpenaiwlor to rhe 0. ts C,N.P. « ei- Crass"'overt. 3q Concrete, ntorW dl t necessary inverts oro!I be Concrete RIP'. m - forma 10 Ine requirements of Item.]2, -RIKW'. H• 00? f. Limits of flier=Ito oe included.7th S.E.T. tor 0oyentl CO--- HORING TYPICAL PIPE SHOWING CROSS PIPE ey.0,0c fibers lisroo m Ind•rimes for Concrete- Material �a tits I F° o- - Producer List r:� . ° rt /� CULVERT I RIPRAP WITH ANCHOR BAR reinforcing rip,.concrete ss red oinerwise. J_6___�_2'--°• _ Cross Pipes `� I 2'-0` 6- Portent for 1.i«W onmewl, i :new..in the rice gat Mom- Est Spe a 2'-0•Maw f«Poen afe+Y Eno Treatment. !6-Min I 4-Ma_-4 Di y02 or 01 010 at Pipes hall ont n eau.. ♦TM 510' O -(Cross Pipe i/lufn ! . "" - - - ITya•E or 754 W B,.....0..5000107°0:BWnor 701 SLs52.3 0a fm -��- 1 .a+n of RI - i L-141-1--... a Pt" u2-Dalt ttrsr°etai o000rrorb+s,coca or concrete Sr reinforcing, snal PW`r'�•-^r ,-1 (C I• / N S Ndaner ° ' ! ,.-Trimmed Esse of Pipe Culvert . be after fabrication. Colvon727n0 damped during - 1 Iark;M /^.,Ie -1_ Aranpr BD11-� J (4,v a.tn°Boo f°Rinaotl • v)tri the soeatf 0 0000amt snail Pe retm;rae In ecce nonc. r 1 w "' P Cross PID• O 1l ,1 i...... . -11111111111 • C� ! pq�of_Crass ] I NW( ,Teres Denarf.n•0 e,Rnnsp°dffilon I 91100 uWrdiff •t( `� ; *« Center tebe++M SAFETY END TREATMENT 90957 l i --tee eotwNe i '• I Pine Cuty°rt• , s Pipe Culvert FOR 12'DIA TO 7Y DIA (+:' --.._'. ,T,...77-T cc...P. or - _ PIPE CULVERTS `+dL;:: MI 0" P7w PIpe Culvert 7.0. Pipe Cuivert TYPE 11-PARALLEL DRAINAGE 12' a '2......71010 O. 1NOm,non Spa-6 L '-See DETAIL '•• �� iG- SIDE ELEVATION OF CAST-IN-PLACE CONCRETE SWITHHOWING CROSS PIPE SETP-PD SHOW BOLTED ANCHOR 1Snwing Concrete Pipe Culvert., SECTION A-A .vuJ' .DeTai is at C«rupOreO Metal Pipe Culver/or!slot;lor,lr 1 ' �• SAFETY END DETAIL .,0„Pw a.Ohv n_ • .Ea N C2.ID N0.2010.0_7• __. O z g^ m 0N0 .% Ma%Ine,Safety Pipe Runner L/RQtfl{ 41NIYA1 MIS O.D. MIN PE INF *141YY SINGLE PIPE MULTIPLE PIPE E V1 N-Z {Reaulrea Safety Pipe Runner Size. PIPE WALL MINIMA/ AT REOUIRENENTS SLOPE Tani W to-z- 1.0. D F r esti,Length Yap ies Snlfrty Pip. Oe0UIre0 Pipe IkuwM Si. 1.D. TNI CIINESS O.D. IAPCRCO e�PIM1E pr PIPE PIPE wv END INTI SSE* RUNNERS SRER RUNNERS cf J O F 7'0E00, Safety Pipe Rn.,Length Runner Pipe i eipw Pipe PEOUIREO REQUIRED W D.Y Z N MSeas..along Slope, - 4 Length SIN, Q.D. I.D. STI 1'-0' R Q C 0'•0 6" i. 12• 2- 16• IS• 0.01 CIRC. .II 2' B' cess ap No 1.4S Oe0 Ne J F a m N I IT. . 24"RCP r Il.-2.. 1'SID ].300' 1.066" - 611 n'.0- -1 7-UW • 0" to 6' I_ 0_solaty Pipe Ruiners f,I IS'.{' 3Ih' SID 14.000- 4.344' Q O W U E N 0" 42-RCP 1 III required, .--... - ,e' O.D1 CIRC. 111- 11'19'-t-e5 MO to 1'tS MO No m N 1.7 D d IS- 2'/.' 19 yx- _ • _._.I. 20.10" 4"SID 14.Son" 4.026' m Q .I • i ell S'-6• O a EIa d 1 ''.'F a S5.-4. 3'STD I S.S61' 5.041. 311 3._0. a W .E -,e 1 l., F • �. �,.I o u9 Ie- 2'/,' 2]- 21 9'2" 0.01 CIRC. 411 4' lo" 4.0 deo R. c•3 Deg no N a. 1 • __ red -i \Ori - c_o0 611 1.-Y. a i '-See p•to.I -A- I_ 01:r:,a NON1 e1 e•where In the elan,. S,ope or ]11 S' J' 5�- a f ne if� I__ _.... ♦. �' -_...... al flarrM la reWirfo Iv v Meal• peg No 30 oK 7. l��-�-- JO- 21" O.Ox CIRC. 41t 1'-0 <•45 1'1 '- P«Net i tp termed to n ®Cpnen,a•adII12aE bedding 0111:1110O1,111 WWI pe yea a 0.0,o1 Pipe support Post If 1 f n (Once wl•n ne Item. '!.ovation as 130 MO • =Es Safety PIpe Runners are used ' B«Rf111 ft,St...Wear'. Beading one bock/Ito 311 10'-6' *PE Shall PieECO Siaere00 ifuo(UTO 500l10,ory E ?Me Item 41 PI 6'-3• 9! is Specified acne the Safety Eng eteoriot' 30' 3 y3' ]T' ]I" 41I <•15 Om NO c•IS,led No rJ t8 r`j PLAN VIEW p«ki111 vow be OS di re00.4 04 Engineer. o.Te[Inc 6i ,T'YI- CIS 0.g vee 315 deo Yea �I R1 p. lF O} sna top 4 vole M en rn Orr S.T1- m 1D co et- 00031004,flit.wiory 10 SOlety1(wanT rearma T. 4 nn 4•I t.'4' •0 deg Oa tee a Z,-LO jI 01 ()Clear distance ben bi«s 30011 he DOivated ]6' !F' 0.19 ELIO. t5.-4- •>D M r <0 4(13 7.' ,� °I d,..i..nor, ninlaum a e between ell IS'-4• T.Mg Ye. W 3 N ;_ ▪..E 2 Stec Slope_,-"P 6i emr tionae safety ew treatments. Jt1 9•-5- W Arm .51 y _.L _ op r e.of Sof.,End T Z N O 42 al,` - I SOlel P;pe Rummer 42 4'/t 51 41'/1- 0.43 ELI,. 4,1 12'-6- •30 deg Yes •30 deg Tea 4. Z W •01 ' aStt Fx iui w'�f, � 1 111 r•ayieel "▪.E a .• 0 ®s'oAe I] WX : u W •€s c g I1 Pip•siw,ran GENERAL ESI 0 N 9Eb _! 0 I t I! r ins.... Pipe have 0n 0.0.of vrERAL NOTES end treatment 1>r•infpreea concrete Alpe mgr pe vs•d Q N Q N j z < f _ `. '',,,..!i... P pe _' ro 91," sa �__ -_ far iYPi t efa.rear n. s aped TieO'n item SOIHy Era IrtOtmunt', C Q -1N p'-{ ts •. Runner'' 6';' j -� �. .. lg re Sof.1.0. Pipet Sefety "nen Pr..,smery End OS e used unlessnotea owiser F 7 Q 0 T R i` -- ) ']: the ret',D V vlpe to mplM«REP. Riar«.iii«,«rewired vn e s ro+ea otherwise m pl WWW- iu' i /��•//� �y��� �� Rn1er synthetic riders ile,ed m Ihe-Fibers for Concrete-Wvrial P CS ZQ13 6'3 s. �X I (gip jEa\\`G�'I ,} ,E\I i' Synthetic IMPLI�y be usK lieu of steel re,nfyeinp In rile.=...re,* W Z- 0.j wg• Pian Rell Thickness loin, I ________.J•••••i 1 ••••••••••••••••••••••' unless naf lsyeCpe,Cpare,e end sections>Mlr D 1IpUf«tlrp0 i rMnce Et. 7, l'. ` 2'10'" - _� Crass Pi De to inn Item RelC C Concrete PIIS•"and n«car0a,00*vi ill a Y � �J •pe Ixe Specification Cate. Class III.Rall B fork color pipe. E S 5 v -ls.� Oa So11,y;s1''''' epe i Precast concrete aK, spell Deprovided witO&Di.,Or E `.,r. Rtnfler bell efts!Or ealparipiliry t0 TO 01100 or C0wnarreom end 00II.0 Dna Ik �$ •Oh- Urn e,S,;seen annular 6g«e 110 or mYror, row applied dsOno ill LONGITUDINAL ELEVATION 7,y----- 1OQer ipeia D •T14lmed 1pmomicdp01e1M mnufo or eel.of a. feint of liftingoni n De providedi . Y, manor«curer f a loPipe Runners 1 .Y0 OPTION OPTION! 1«a ed ore cosigned eddrt 2• s,g,D«re 10100 LOS or risen F epi O,,•ertped by Structural", Report 2e0•I, 'Safety Treatment of orons Roadside E�Safety;tags Sererturfs Noes iPipe0ar,ariSP Institute,Norm 1961. Cl DETAIL A a!,aonf rm to the,,Cross encs o PIM 5453 tl Po6 6.as Prod sI, pe Support f 1 conform to he or API I e5N Asa IIYpe E d z.VOM BI. g Rf1dN D Support post aSIY/500 GMM BS, NI Slxsz. /I r i Sofeeum ui steel nem r reinforcing. De0'construction offer011 r/ Runner._ F.�"Col s+461 robrlc01ion.c PatronisingDnexcept during ''I Bol,a Mut w,tn Rasher 12-Pipe 0.0.Minlnul, 2" «repaired in Ott>o wl,n ne eOK,fic,o innaDDra,»' pg X. r' -,fowl ins .11.71_..r.,-,,,, '� Qom-CIA E 111114111 , T. Pipe DIaM1ae vl Pipe D, �J�-' -t`J . I f ; q rr s PIM '- -1... (y'Ga vane» 'y/ ._ _ '•1 _ I snel Bain.; - 't. N R _� _ _ 1DQ . ••Ir. ! loaners and Inset - • Stard • •4 wI: . i f ThiokneSe Mln ,• �, c 1 ' /,TUN peYRrrlMnfWxYn,epPrletlan 1 mm, 4 w cmva i:ed Steel Bp1n d • O PRECAST SAFETY END ':..£ 14 • .,1 ti.. .23 Plpe Dta 0 :' .2 SOlSNe v.'rbepdeo . vi Roenera Oreo Inserts f(. Praleerlon •♦. TREATMENT neer, - • .-E Pipe Support Post IPost to D ore e-k-1 "I�. f,�Nf L 0;05,0,-da Safety Pipe Rlnnereang ,fie O __ TYPE iI - CA055 DRAINAGE fitted in p foresee poeWtl Oi'Treaded Insert ,� END DETAIL FOR INSTALLATION INSTALLATION DETAIL FOR MULTIPLE PSET-RC %/ OF SAFETY PiPE RUNNERS SAFETY PIPE RUNNERS SECTION A-A PIPE INSTALLATION m <,*a T• "" y ✓.r ei- IIf required, of rewire°, .,_- ':.:5Z2,!_____-_-'H.1 .... a•, DAT E•au,,2.2019 - SAFETY END 1 DETAIL! CLIENT - M Ree N,ET hISI• *1102101 UMBER C 2.E 0 Z ID MINIMA MIN 0.0. MIN REIN, MINIMI PIPE RUNNERS REQUIRED PIPE J ^Q Unit lenpt0_Yerl0O _ PIPE NALL MINIMUM Al Rroui MINTS 1107 11(l LENGTH REWIRED RUNNER SIZES N NEC •3E 4,110 -" 1.0. THICKNESS 0.0. 1APEREO .1 nE Oe N-0 W Safety Pioe_ I _ E0 500 et 24•Max 1 OFI.o.os MON fl HwMr•In tM 011 one. 5100.of CND Of Diet " S PittINGLE MULTIPLE NOMINAL Safety O.D. I.D. W R 0 z 1- Of Disel PIPE PIPF 01•. Pr r t 0r 11001°, le r.OulreO Ter v Iola safety. F 0e'- O_ i0 OCnmcce reormestabillyea 0•°01n0°M°+0.,011 fawn p V' r 1P n' 0.07 CIRC. s: ...a. ND 3%.,.„,""; r stn 3.5°0• 1.060' Z Q Z- 0" 4 6 re I In daloe.ruts.M 1.000, "ExceiNeckline otienen° W a Y i)• -- RCP°. Snailli Ta Structures.. aytlto ala Wert..1 LI fC(II J I ti$alIty Nor Runners Snail M eanelwr.0 subsidiary en1 the Ilan fP =Q I 4'n S. ,11 require.. •- -Safely Erb *nen cohere.•rioren +S' Z'/' It.4" 13' O.Of CIRC. R11 S'•R' Ne t=eoilys ]'310 3.500' 3.OSE' J f-a-IO U 30•-42'nct''. Is se•CIIied aroundntn Safety End ireatmint MCNr.. semi. r ae directed by Enelneer. J ]V Y W YI I A - - 03 In•1 p.'of vola a s.Eno 0,00,7enle IS' I Vs" I3• II VA' 0.00 CIRC. III 1'.3' t1D s2.pips 3•STD 3.300' 3.063• m N 1 0 Q'J Null !fll letl m'tn nwInr5,•RIOr+0 Ono M,OI I D. a d I y cens,dKm fuDSIdIMY to SdfaY 0"f irNtmml. R J Q 1 aa 1V9 O.CIo.r 01110n0.between Divas sno11 a adjusted Ir 3- SO. IT' 0.01 CIRC. MI 10.4' no .4%;:::: 3•ST0 3.300- 3.065- 0 1]m a 0 vi d r to previa:701 m 1nlnineen distance De 4 0 E. • en woodmen,. i__ •P o 30- 3 Ve" P' 70' o.le CIRC. N I II'-t• NO se .'SID ..'300- 4.026' N ag. - N• 4' 44' 36- 0.19 FLIP. Gt. 15'-4' tee vee 4'SIO 4.500' 4.026' kgs • PLAN VIEW - 12" THRU 24" 43' 4 v3' 31" 41 h- 0.23 CLIA. 311 IS'•t• fee Yes A'STD 4.500• 4.026- e lip ¢`a .°;w DI IG SC :1eE "_0 SIOO S el O IID 4100 s1 _ Mitered fere ar Ri of Sort,P1be Ruane, ' ter. GENERAL 14OTES1 m Z 8` I Its En fm. r E eelPt- Dol.Gairaizw x00 treatment concrete i sea Q } 4a E± / Surety Era ireatm.m SWHy Plbe�umlar I stat Pafs w11^ °endds...e n. s.ear ed in Item e be....omen, OI `t • �..� '' iypl flf Irlp1 Healers Pb Inserts for 1fOE II lIi•d in It•m'Saiay pipe f r Q'Q �� n f. / Omen Pees*,Sofa.,Capt'reOiment is used de a Contractor's alternate W 3 N 1D Fez' _�+` [ d SIS 1 ,• • ,n miter.RCP,Norms w111 not oe repuirea unless noted°merm,.an IL W ID m l'i Ise ,1; _ `� x ei J' jj syn...lc fibers urea . •rlber.for cavy-Materia Producer • Z N D 0 TEL' e n' L .afb lis. IVII nay p u ea,n leu 01 steel reinforcing.n',Drop concrete X N i?gX E TT_ (r/ mless nme° merwlsee' • 4 V E -Hemi I. �.• a 1:1 precast e aria sectiaq sMl be m`ufaCtured„n errwbe Z F y �p� S l y,'lneaw° n Item'R4anforned Cenceete New'ami dance.1 ASiM Z Z a a [Z + r Insert-- ^'d. with C.M. C.0esIII. Nei.5 ee ir..or ND.. t ar 0 W W i_e __.. - _ v r cast concrete end sections snail•on ov de° t a spigotN wifi I _ • • • w11 end Tar Cee I01 n'eae to aewlfenm end aarolrlans I. p V_ / �/, .itn sufflaent s olio.Id.mw coldemptied asphalt / /.-�/V/ ��� ' �% /.�! INSTALLATION ION DETA 1 L FOR join.capou d < ce 1D 4g; [ / / /� ..^ a pre-fern.,°Ira is wase.fro Q Pipe Thickness tats, SAFETY PIPE RUNNERS lat`°;ti a of i lltI o,enin/00.10,10n.i 1000 by the mfnufectaref for ease Or , j Q m m ffi�1 •` L _ spine_Tamers or °esIeneed far 0traversing; f 10,000 Les°1 0,0+0 m UI W W" �+ `2�. 1' 0' • III reMlr.a1 re a Dy ReMeren Reeert 240-2f, "Safety treatment or E II- i'''!';1: u^ Rdaes ee Parallel-Drainage Structures-. Tev°ss ira,soort°r On Institute. 21J+ fed d ma n -0 �iy Doe Pipe15p nnere Noll conform td Oneaxirements of ASIM 453 Ilse.E R a agl LONGITUDINAL ELEVAT ION - 12" THRU 24" -1- Nw, Q 1-cdrvanl',..:00:Z.:-.7"" ar"s, crew u. •sto A000 Graw 1 or API SLY52. ft >❑ 3;; gals ty Ptd• - l .I.n RON.r. s1 ei aibaanfe e. reinforcing, Moll De 000v0n;:w 4 a yo .1 _ - !'�__J -tee Llne of rote iwt±ante Gol.mizing=meg.aur ing ransom-, eon trgctia,°r I &E ' _ repaired in S I �-- SOl.tY Pip Run., Npl1 p ace dace 11n t aoeei litvt lens. 4 � '� -b ..-. E W r F '8'..' y^ih-towp -rie.tibe I 'Y 1.Neo-- , a S' na /k f Pip 0011 s L TnIown.ss°Al //II g OPTION A f1 3€ _Pipe 0.0.M nnan rz- 11�� _' fie., _',•-i O -Yin y r?I.Die xd Rail Tni0OI.0 j... �� -4 Y.•Duvets±Yea Se..1 Pelts IfaM O PI Dia o-I.. I, •"LJ qo¢My Pipe 1 (vii;NOM ine of Insert. CZ. I� _�}, • liri I So(.ty Pip Rumtar owamMnfef,I,llsparbdea lira I ° T • 471 v4'Tnr.m.e , T .F100 int ,PRECAST SAFETY END .E ,( Insert .T. woof °' 2 TREATMENT R / I iMini nele,.60441 I n TYPE II - PARALLEL DRAINAGE 7[..i..'"*;„: +T, � � OPTION B ti wI0 END DETAILS FOR INSTALLATION mm PSET RP 1 au �� SECTION A-A MULTIPLE PIPE INSTALLATION OF SAFETY PIPE RUNNERS 3 ea H".AR f i ' ' �i tote;,bets 1.Ph1• SAFETY END DETAILS --..CCI EqT ......•7........e RMLLT.O. R POue Ct +.+4000 C 2.F 0 z 4 01 LT N K .X ESTIMATED CONCRETE RIPRAP QUANTITIES ICY/QW N.-O W PSET•SC A PSEt•SP 5tonear30 POEI.RC t PSF7.06 Stand.. W E CIF Z ftmlnet 0010.70 ❑ Ctelpelt Unit Si,5'00. ,R.I, Side Slaw 2 Q -,z N I.O. .,r, 31I .:1 611 ei.tn 311 .II 601 i W D.6 -Q E 1.00000 of Precast Safety Eno Ir..te.nr Vorle$ I2 33.0" 0.1 0.2 0.2 IA.Or 0.1 0.1 0.2 U 0.^-IA Z Imin1 .' 10151 1!` 26.5' 0.7 0.2 0.5 16.5" 0.1 0.2 0.2 J 7 a 3L Q i WI Ino+I I2'Iemmt - �1III II' 30.0- 0.2 0.P 0.3 23.00 0.2 0.2 0.3 4 O W U C N r'.- Fe 500 at t•-6- wool Iy I_ 241 32.0• 0.3 0.3 0.3 30.01 0.2 o.3 0.4 m N>_ ❑a M" 00,5' 0.3 0.. 0.6 37.0" 0.3 0.3 0.5 -C m Q C 0.5 O.1 44.01 0.3 0.4 0.6 Q Q a O (� .2' SO.S` 0.5 0.6 O. 51.0' 0.. 0.5 0.r C U L l- I N L -6 Anchor Holes 6, 0Rlpra0 0100th ea Deland e limats shown alt de 0010 os Concrete Sipco.in II Real Ityal®O 4 00cor0do•.i to lion 137. "A'prop.. m0ipray 1 integrally.i en --- ll,-�1 the Prow*,Safety Eno treatment, this dimension sro1 cost I'-0'minims �. I I a yyd elm A307 gr.'s 30eade0 Anchor Roo 7 le 6 2 wesners.o omonenta P moll 1st pp10plvpml.0 In aceramee with 11am 445. •Galveniying:Al Gol.oniyin0 -�O mot rl la�ia0.transport rlle On.cMfrruaeim sMl l w repair,a�n el IL <21 Rimm.- t Safety Eno ®Y.'o 0300001 0013$In ee Is 01 Safety Era Treatment for RIm00.ncn0r Rees 0 ^ ^m to tl unit ,ar m ell,rotary wells m eonrY aril II,p eW lament or + PLAN ,.eo.mmmn. P a..r tOSl will o t •T ,ono no, roof mp V•drilled'awll. In the lde Oce f Ito 0011 exceeding Yt' from the holes et Z>.10 gg ali wmoned. L` reQN its • 0 y,tiieP00 ole10Ito dimension .0no.n$10$00$a.n Ane piano or when $ w 3 N,D E,aerequire rod Wmmm genu OWell Hi.6 anOvn ere for ole of ole reinforces< $rete ei00 culvert. For zmso -Limit.of Pierap I,o 7 Lieli if Of Riprap Its W.al•Floe cu1ver , wont ties 4011 o Oe edivered. Riprwvgle0titief 0 -W •N 100 included will 5.0.7. 370111000 100000 5.0.1.w Ore Mr COntroe.er'at infoorn0•lon only. Wont l.l.a ore 00sec On tn.minim, Z ,,Oaraen.i O for 030115001 , .011. engem$tlo.n m. Precast 5.1.7. .mean.. z 1.9 LL H O g1D 8 _ T00 r or safety GENERAL NOTES: F O W U N ($E 0,70 t da Preemie Safety Eno Ireotnene for rei we c eioe r Oe uses On roc,ni inrnv r, TYPE II ono treatment as Specified,Item.67$♦Safety End treatment.%ii • N Q b21FW r Ripr,Mel I w Clots•1-R1map In 00 oaance with Item.32. "R1 rap'. F Q J N M Peym.n. e,Rippe ide.et is if Incl .n Ane Price Rid for iii 7 N 0, R Safety fliers I•ie a role'Fiwrsc for[...dreier material Pro Weer E0 W W '°•'"'R oat iwu mar pe MKT in miw°r'tee,r.mrorci,lp In 000000=crate l7 Z m 3 mo • - y 0001031 noted otherwise. rte ar 1700 root stow,we mmo1.rewire°. I `Pg- `„--- .._AAAA_.. - -_-_.-__-__-_- of Riwao -.\ t-Ammar ROO- Encerred.menfor to ear�SC m PSF f'parer14 00io PSFI:PC arfPSEOeRP etwlOorarmota >0 i.. . 1_. ` - Preleotion into r wtai is f round Sant.Eno Treatments not s Squarey Of 1 S I Groin Area Istoki for med./VI with In+emal y cost florw,rein/arc:,steel 'n the it I.' . 0.26 se mita minimum Mo w fue.te°for the •awe g Onetar on frame Ren requested, xa ea engine,ng drawl.,snail 4 oe sOwm eoui..'Or ORetCvat dram to ceror.n. ung:wine.cll. ■ - Q LONG 17UDINAL ELEVAT ION .w remi.TO. Ron Inst p proprietor,onstr mems a ar $mal W ,„, ill y .i30Raded ulenar R00 0 095$, from AIR Precast Le,er... mss. Inc.to 0. w _. .ncnm Hame Oj 191$1 sei-e29i a AAAA Irmeco$r.dram. m drag ..,_tk.... ' Precast Safest End rrrat Rlade arei is . r awl iedete.nen nc•es•nct require �I Tree/awn,Unit d:emenof Ripred.itn Preens,Safety Eno Treatments m If�1 ,� e1.eMer.in 130 plans. a Mewl 'i , -6- y 1.,6. its. teplans, any corm 010000 Snell w oerni..oi uniees will I note$ottorroise on fee o ans €� er 3od or net re0iree � 1 1'•0' n e pipes-. 'Iim,m f Iminl .000 • -Crr I petNM p1 - Biome 1 Ammer'pies I Rimes-� 1 AAnchor stmt ye1es - m• 6 Reda OO n . I ,}. , $ 3 I1 1. �0tR1Ii�R. L ' _i • I � I I. _ __. _. - ..� J''.se Delertment al 71en•pardflon I *MONO srec s Eno Precast SAFETY END TTr.otment Safety End .` .0050 ractn�. TREATMENT •a,,,RFr,e,; Uri, TYPE II T;:�a..A. -- AIPAAP DETAILS MULTIPLE PIPE INSTALLATION SINGLE PIPE INSTALLATION PSET-RR � PL 0x1.00000 r-rya I.tips IA A ii-CY SECTION A-A „1J SAFETY END DETAILS ,_,rut_,*_ wimommmoicas PRtlUECT #4/t _p` NumBER C2.G Inn.2010.1120 ...._1 _ lI '-I +,mr.r ). "xv NW '-i- • CONTRACTOR TO CONNECT TO FM11040IVMFVMV - - - — -. ..4.LAITMIBU_11YR.. .zyi - - — -—- - "-� p OAT• E9e PN AwlREINORCEAENI a'CONCRETE PAVEMENT REFER �. -_- __-_.—_ 00.0'R.O.W. = - _ 1�7 z .Px l t ' TOPEETC1 P.l, —I AILM E AAA 1 NAVE A SIN TAMING PRI - R f 5 03 _Q Rn•IPCENTER TO eEPAPNGDAM to FACE vmm..APEArEIaeAUN_Tlaaaaaaawa tour QO°43 q��y 7.1•_ "Licr,-rri-rr _;,y, t ia� •NEC x AAw w.IR locnTEDw,Hw,HE nAmnaF ArzPnIltiF I. I - -4.907-ACRE TRACT- - - . . - . . - ,AN:t �• .I'''. C W N T-D W -_... I MEWN4f.AAO,OIIE PMMLEL TO TORO CUNN ANOOUIT2R I1ME9.4 •'-'.'•'•' --'.'.'•'.'.'. Z IT e ... �/ , r.-z.EMIwwTONPAfwdi.:,:, A Oflv NEENCNEER I' 1 _I :41.4R...:....:.:2_.-:',1'.:.:•"••••.: - ' ' • ' ' ' ' • • • • • • • A,dnM rPf Id a p I- - Ir r 9IDEWNKP,wN,ASRAWw ELawEREWwAN9 MNFA...wONI, 1 L .PADRE.INLAND•ND 1 !JIT l{lyG{-0A - (.3( J p h / EO AAmNAtN ETNEctdH.NLCONb1FtE&xLL flE, '' '01 RYs.9RQdtly Jd21M IC AA ''I 1 W 0. zm_ i 'SBIPh P E:'.' Q 6{rF b F iINTN¢S [J C r7 J I Aa woPP I f UN GfiP)alAl.h1 H.AIfSLIeh,P.E;. I Q y I - 11 pp 2 sl It r SURFACES fw+rn..IvwLeKCEeD ITPweLevAtKXTAr ADK.NND 1 I •CRuTyaLr 1• o-'CJYy.oT Corliui Cfiroti,' J O. -U ti 7 3 } I No DAO NASA MEND/A.0R MEOW To MG.RCAF -1 I ,CRr11 J ]-y ': a-- AEE alrnArxw ro TNOMrE AccEnfl to POFfltpnN w.rlloN I 'b4 sAn to,,,,, 6 oliapaveloORieritSerJtGrs, sE D N p C N rk' caon E LalEDc 2 0tE PHA DE USW TOPtoM00 COLOR 1 .'ehialf"jalafE02GLex5iloln,.[.lJi' �. t m N>0 p COMPANY RTANn AAM w.RE SPAM AErcn4I M"WHELP 'VNE(LAND AREA, J a arAaa+cOEw .I. -b:tr'2p1Bb�:t6 to p7:61S dS.Bb: �'•�' I R m<M D:20020 10:00 0RLENN.PKE,Own n ENrrA�R I.'.'.'.'.'.'.'.'.'. . . . . . . . . . . . . . . . . . ❑0 0. GENERAL LOCATION MAP 12000 TI CONTRACTOR MEAT PACE E.PAPPON,aNTS PM Or EACHEA. 1 - - - -ILc R -I •.'_'.'. .11'l1ETIwRIW MWL.47LF� _ I 111 CONOaTE SDENKK I--B' cow.cum! PROP.Ir 1 - IEEE ENEETE pJtCSCI - 3/B•1HK.A 1.-7 1/2•PDC GOLF CART '•� �+Nt�rtL � CHECKERED PATE (0.001 BOLTED W ■ OLFCAART T x T \• mil --I 00.02ETE 0/3/B•.020:6000 STEEL i�M-i 'Pk.7/1 e 7 /O _._ __... .5, 1 - -_ • -1 COUN1ERSla0 KPH BOLT O V 0.0 aaaaa0•. .lam - Vr �_ - ---- a' :: r S`+ �` 0 . ii 0: ..-. .., ink RETAINI. I o CONC. 1/.- 1 3/N- '3/ I.- CONC. CHEECKERED PUTS I � •-A_._- -__._. 1 t .• pj 111/ • �tdi(SR 8 I) I I� wAu B • al pip .ii._ 1 IC3C1 CLBe Li (O i 4i. �,� 1 'I/( 'Ina c0 I ib • e! e. s PyOP _1 .' NY TIETNIEOWIA '/ • • • • B„3 2921/ t • `•0 ' �/� /////, ./•/i 8 '.I O -w .0 SECTIONS-II It.uar 1 ,I s /,/i,/ ,',ji/,A� -4/...•--f,a8i Z l7 X Ats aIEETE CRE /'. / / y:131 1.iF V PLAN Eos- �5%t � aQ y6j X 1 i:p ALL SIDEWALK WHICH ABUTS Cu.SHALL © A/!A "- ...... /� -1....-21\{i 1 ''','1y F ,woo E•7 g� BE TMD AHD THICKENED AS SHOWN. SIDEWALK DRAIN A --I If:U • ' / • `l 1 •- k 1 - Q tY Q 1 7 � H0.A 0 0* 2005 CITY CF CORPUS CHRISTI MMsTRIAN NM) - F " AT 12'O.C. 3'0 COB.GUTTER.h SMOAAK STANDARD DETAILS ;�I�� __._. . t 10 I A2 20 �--- I•• 1� "'O I 7<u)0, g'q / 2 2/2 R r 3. /, :i� 1IIr� MOA (9 W W- it-ya2 1 ! ■ 1ir 11,1300,1i Mir, 0 TRASVERSE MARKa6 I - I'' �, BOT Dec EI OC. T n - BOT - - iO� /.Ori 1 )� 1. . .05 I 13 QO13 8` Cy "ii,r/Of‘jil -- \� z' 1/2-HNMC OVER LLP ��A'-"1 Imo`-`'-'-� _ _ _ _. .. _ I.'.'.1uJ 1 `_ v /II • ---'1 1.. iA I.' ' ' 'I 1 h1Io: ®I 1 1114 Z. - - 1 ®r` SEI .v / 1 1 m I 11A� / VV NOTE: 3 `3 ,.n P,I it J - : ./, i,F �"l I I FOR IMOD&UYED C k D B �LR�B 1 I_ //� /1 81 CONTRACTOR HAS OPTION 70 �L'1161�RR�lWII)•R 1 w , 01' 7 © '-/ • •'i j O e., '' r•• l ) En IOWL R EPDXY SET RA REHABS 2,�, -TIN I ,/Q-7 '� ,® .////// V �F .12.0C.(3'MW.EMBEDMENT) _ .--- -. - -_ _ .,( e,........,•:1% Md (B)TYPICAL 6"CURB&GUTTER DETAIL 1 ! A,i �Y 2015 01 a camas 61:01 PEDESTRIAN CuAII • Ir VARIES-WHAT - - ynr,Ra11ooNB,EE JI• --i qq-`— - -.1 A CARO.CUTTER.0 SIDC0ALF STANDARD DETAILS -- P V*M REPAIR SEE PANS E7fA: - •- III - `� -,(1.- `�� fl v-<1 - - It! T. �� T . • , - , -a:°wrilWBfil.w`YraaJrra�Bl.WI6Iwauaal - -- �IRNABD MAW PHRENS PROP.LA/OKAPO _ RErI11NNO SIEEPC 4I worm02 SO1 1$.50"W' jrAls R 975:00' ! ,... * ,.....) / ISE SHEET CAA) __ A , L ,. :nmw AN, ,� • �P RytlEs1IT • BRAT �S , • --_PROP LANDSCAPING r .F An�.P 1(19 1 \-EMA..MSPHAIT f', n .i. ea wAL1.211E LF ��` i 1 r11L 1 • `� b l MEE SHEET CA AI Nair LEGEND \ .\ w SOUTH PADRE ISLAND DRIVE R C ''i PROP.HmIOING A. ;� �MOON EDGE (PARK ROAD 22) 1 i. ;I PROP.C.c.DRNE ARSE Ar i�- '` 2 200.0.R.O.W.- - O PROP.PARKING LOT •-a1 BNK•24�O.0 SCALE T:SO I OPAvwG PLAN .• PROP.SIDEWALK 1 ��• DRF ORI MEOW PP P141. O 111[fl I.'.'.1 PROP.UNDSCAPINO r,-T • ,r ,r /. I • II- KtaRq leLL1 Or NP Y.N� PAVING PLAN J _ t �� 1.. �� TRAFGIC FLOW CONCRETE PAVEMENT CONCRETE w !T TO MUT -.Lig 1" —Ili'— =n1 D II 111"7" Ii- _ =ri IL 111,LI W-'II SECTION AS PER yONCR.E E. ASPHALT ND CASE RNALL THE THICKNESS of THE ... TL-5' _I1 101 1_ con 0" ,� STOP BAR -E R X-C AW SKIT GC FIRE LANE CLIENT DRAW/NGS ASPHALT OR BASE 1MTERNAL BE LESS MAN PAVEMENT SECTION TIE-IN DETAIL 2,,92 "`R""P 1HE THICKNESS OF EXISTING ADJACENT WGRIAL .RETAINING WALL BNEET NO. q 927 SECTION A—A ©SECTION D D PND�E 2010 CTT Of CORPS CIERsII PEOESIRIAN CONCRETE PAVEMENT STABONO WWIS 2 x,1,4 3 x,.s. NUMBER C 3 X n III PI Z PI ..pat t. - it t• iii [iv"! Hi ,:,1 F i aN.2 i i I ti VW !.1; liN g -- i . # i • . 1 , m: 11 " . .1 ."--, IlliN Ir iiii. E 1 i IL•jcigH '1— r/.- 4 , .fli 4 . 4 ;,91 5 z 11 I 'V I \\•..' i If 1 v,...I ... s _Je ••-- --4, i [co: ii Wit .i ,; . .---- A I pi I- li _ 0 r ._., 1 'r Ra ' , . _ . 4 el I I Rs 333 0.435 ' I 5, I I 1 o 10.OLS 13 I I I • h71-1 I I . +AL A* ,,;, .. 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An BALLI CENTER F 1 . = ta, ....; .t. ...:- . : VANGUARD ENGINEERING ill 4019 EAST EXPRESSWAY 83 15401 SOUTH PADRE ISLAND 9.../ \k/L 'V-p WESLACO,TX, 78596 DRIVE(PARK RD 22/ . • GI -o t'll .. (956) 514-5088 BLOCK 13, LOT 1 R N .. PADRE ISLAND NO.1 , Ph ZINS 513€MOM,Ci 112 2123,24204/2(201213 121055 SCN 1134101353€Yrs 534220 NM II IS 32,12512 10 CORPUS CHRISTI,TEXAS V • ''''S'""03 030 50•.°14'Al=:11.V Z.'2,`,c..7.7.1i1%Iron::,r,;.'arc—303"- II •• -,P - --- `\—'r �r.sm r-�r..nr„w '"�—J ''�. i.:Y F',9 n° G .tl'.S '.�.:9 F= • ��• - I'—�'`//�J` �) i l!? Ngl I ,I.::; g2 lilt 1§? I '1g? „� - ZQ R --_T r� (l ,O,,,Ao I oMyl ,,�nlnl i „RID; ad a' I ,,sial , I „eIN „ �I I . N" a • ](— _. / F r —.. _ — ( TR A BIOfx S1r5 F O a D I- ----pi ' R U Z a N r SIIF _ __._._.___ _ -...•. .._... .._ J 7•-• 0 IRA AVE. Kg y R.O.W. YR LI —_ E%IST.eUILdNf. 1,v, I,w R 9 a O D W 81 'r r--'.i PROP,WILSON: __ I xww.PMIA. .\E K .. 7•.97' ImwAuluoeF�n.oMMM y T 0 M>0 4 -- , EMsr.PRANG I- I - .4.907•ACR'. TRAOT• �.. 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S.S ----- ' - .T1--1:.1 PRJP E-RAISED CURB _.J -, CANCERS ,OIsRIDE MIO.Ron TAIIFF.SON Sr1 IIOx Or NI„,r1N MS Thebe ,Cr "'II' y ih' FMST FIRE- ' xKFO<WN<,MNyruLnr Tot,mr„VOW wNIA1n,°bDEGREE mwxR _11:111= . .. .,.:�' �i ��. 1NN<,rWAN0,,.,,,j Tnr.NwRNLDTF<I.0,,,,neAERROww,w,.IIR,.aIIRE.Ax _ N.RaARO„ffANDoNTRO ID SSAMNroRITHAYINGRANSONRONSH•LIw,NRsaSsIN 1. FRONT GE ILA MG SiNMteVINRIr.OM11KSIMI,SET»•x•Ar.M VRORENNtASOR r-IEX[PI 901'18 30 W se RFP 475.00 4. s0'• Rya xwNx OM EM51.FRE-� � � • w as„RDa.vIUL HAW Rrrox Ito,Woo MR0A MIN 1.410 00011,INSTAL HR NM 'RAI 11mRAN7 rrcrwFwENIAcclss vruLllAVr xNoxrx S.C.STORE cwsm PEACE SANE HAVE AN • CCIEAOR 00.O MS.WOW. —___ * . a..anS- iI 04.IA4E1RDSRAA14 YAH 1 A Mall AIMECIrw OCR lDa•D NW1.ARr1 MMR RWM 1241' N `• TROP SRAISED OAS - mNI A WHITE RITLEIat MN Mt READ RESER ROOM-YON F'x R.WOO PEO 1E11.6 ..r MOP.WNTE • FIRE DEPARTMENT TRAFFIC CONTROL PLAN OPARKING PIAT' _i-------- 1 L'L ENi EDT munie.' I,MBFR C 3.2 __ . REMOTE rile DEPARTMENT CONNECTION NOTES SIGNAGE NOTES, 1 I I. CLEAR SPACE Of 3 I I.SHALL DE MAINTAINED MOUND THE 1101 1 904 SHALL DE DIRECTLY LOCATED ADJACENT 10 THE FOE 0 GENERAL NOTES, HYDRANT.BUILDING ELEMENTS,SIGNS,TREES.BUSHES,%MUBRFRES,0R 2 SHALL OE MOUNTED ON A SON POST THAI EXTENDS A MALUM Z I MINIMUM PIPE SIZE IFA0NG TO PEE 51002 roe 51 STORE OILIER LANDSCAPING SHALT.AOl TE LOCATED MTIN IEE 3 EI.REM 6 fI ABOVE GRADE 4 M SHALL BC n TANTRUM Or I INCHES A 6 NOH SPACE OR IN FRONT 0 THE REMOTE FOC AND BOLLARDS. 3 NUMERICAL.BUADNG NUMOER SNAIL RE NOTED ON THE 9w J- -Q MINIMUM IS REWIRED ON ALL SYSTEMS MM A TOTAL CONNECTION 30 2. IOC SHALT.ITE BEITTE.LN.16 INCHES AND 46 INCHES MOW MADE. 4 9w 91ALL RE A MIRMLAI R INCH%12 MCN SIGN THAT READS N N 0 K DECREE FI%EQ N 0 W DEMAND f%CEEO01 /91 CSP !. BOLLARDS SHALL BE lIlt FACE AS 1010W5 'NO NOT DOCK BY ORDER 0 DRE MARSHALL" 2. KNOB SI0R2 GUARD IOL'KNG CAPS ARE REWMEO ON ELBOW W/KNOX 3.1. SPACED 311 SROM 111E FACE DF tilt REMOTE FDC. 5 CONSTRUCTED Or MIIMU4 OORO ALIAWKIM SLEET MRH 0.75 0 W z I- ML CONNECTIONS LOCKING CAP 32 5E1 NOT LESS THAN SFT DEEP INA CONCRETE FOOTING 0 NOT MCH RIMS CORNERS W 0 0 I- 3. ALL EXPOSED PIPING MD PIPING AND riTTNGS TO B( I] LESS THAN IS IN OAMEER. 6. FRONT%TALL DE ARAI cAPITAUZED,I NCH LETTEMNG AND I I- D 0 0 0 F GAINAMTED MIN TEE EXCEPTIONS 0 THE STw2 II , /—� 33. TOP Or THE POST SHALL NDS BE LESS THAN 3 FI AOOW.GRADE MCH ROTH Z Q J Z W CONNECTION. 31. SPACED NOT MORE THAN A N BETWEEN POSTS. 7 SON FACE SHALL BE TRAFFIC RED LEITERNG SNALI BE MATE W [L Y 4. DEUEENEN1 AND 1011.ROD DETAILS BELOW ARE 3.5 CONSTRUCTED OF STEEL NOT LESS MMA IN WAMEIER AND a SON SHALL RE REFLECT,* U 0 N J 0 SHORN SDR CLART0 ONLY.WCONCRETE FRIED _ I Q•-•N I 5 CONCRETE PAO.II FRONDED,SHALL PROW A TAN 38 SHALL RF.PAINED TRAFFIC RED AND DE OFOECIIW. CONCRETE SOOTING J I'a -U 1/4 INCH SPACING REINER PM AND PIPE. J 0"Y W 6. REFERENCE FDC BOLLARD DETAIL ERR REWIRED CONCRETE POST- Q O W W 0? PLL NONlw PDO Q_ m N>0 p 1. ALL COMMAND nem SHAT RE E%ERNALLY //��� J Q k FT AMD MtMn(T AS NAT NEPA 2A ,p1 T R%K Oma 0 U-CHANNEL REMOTE FDC U I81K19'46' SIGNAGE a O CONE.PAD N II GALVANIZED POST N (...,3.),•1- ® Rfu07E iDt V I BALL DRIP T E CRUSHED STONE II I s ��LAL+'Sttl )p CONCRETE FOOTING �. iyH !:'.a.TO SYSTEM __ '• IR EDGE CEO CONCRETE POSTm m mFIREN1 ANE / l\ 0QO $ ,,,...,,;,,,,,, —-- \ Ec 3 n q TRUST BLOCKING a511211. PR,OPE0 4 W m::13/m gA; ()REMOTE FDC DETAIL PER NEPA 2•(SHORN ® .A r NTS _ PRE LANE•NO PARKING MRELAME•ROPARKING - Z m m p FOR LLARII Y). 4-38• .iB•--11 Z a ir X N ,5!D Z I-5r CUSTOMER'S TEST COCK F'REDUCED PRESSURE ASSEMOLY n REMOTE FDC BOLLARD DETAIL o o w o m Ys6 RESPON901L17Y __ (TMP.OF A) I _— `/NTS 0 Q m J N RE.. Ii43 Y13,ff, , FLOOR I/ 1_:i. ]Q M. PROPERTY 1 - - \ LEVEL-\ (II m W W- i 'S'� I \l1• KEYED NOTES: W Z a i DOD SERVICE SEE NOTE 10 Mil .4, I. - I CD PRONOE MINIMUM CLEARANCES FROM PERMANENT 0 ;- ggY CONNECTION. SIDEWALK 6 OBSTRUCTIONS FOR UNH'TESTING AND REPAIR(PER " SEE NOTE 11 _ (TMP.) _ —�- I i H (0880 O MANUFACTURERS REQUIREMENTS). u I F a p I SEE /CRIUf -TO SPRINKLER SY511M 0 €g I 2 Al-R CAP KR.DINER PIPE SIZE MINUMUM ONE PIPE SIZE IS J ALARM VARVE LL a �`-��111 112E URGER THAN BACKFLOW PREVENTER.ROUTE DRAIN PIPE TO m u R i' -- _ TO'M%. CLOTH. 10 DAYLIGHT @COVER EXPOSED NCEMTH 1/+•HARDWAREO CE,_ ;= TAMPER SMTCN W grb r 9 • a -K• 12'CLEAR / BACKFLOW PREVENTER W ASN /`I ALL AROUND II- ASSEMBLY W/ W//AIR GAP KIT I- Bpyag __ _II. ,I --. - --y-..-. SADDLE MOUNT SUPPORTS ,� �_I,' 1B'MIN rig ANCHORED ON CONCRETE TAMPER SWITCHCLEARANCE Z. DETECTOR CHECK PAD ARE RECOMMENDED FOR \,...,.. I.- ALTERNATE GATE ABASE INSTALLATION ASSEMBLIES 6"AND LARGER lillI R I RHSE OF 80CR1 j7 2 Z SEE NOTE 12. 0111=6 J'. el 1...... I I� PIPE SUPPORT ,-DRAIN PIPE g OREDUCED PRESSURE ASSEMBLY-FIRE SERVICE r -CONCRETE SP ASH BLOCK DOLNIIF DHECK BACKFLOM PREVENRR ASSEMBLY FOR ARD LARGER SERWEf EHE/WATER LME. NTS L • , . 1 REDUCED PRESSURE(R P)ASSET/6LT NAMIFACTIMER MID 110111.TYPE 91011 OE ON QTY'S MIRRORED LIST APPROPRIATE TEST COCKS SHALL RE INTEGRAL PARIS MIM 114 ASSEMBLY. SIDE VIEW ELEVATION • II lit, u-, 4,2 ^L►.E -5 2. E$IALLAOON AND OPERATION SHALL COMPLY TOTH CRY WDNANCE SETTING FORTH REORIEMENTS 1w THE PROTECTION 0 PUBIC • 1 88 1 01 01 0 WATER SYSTEM II PREWNIING BACKFLOW AND 0511�191NG PENALTIES FOR N,010*5 SPRINKLER SYSTEM RISER BFP DETAIL .`' 90"57 3. IPYN 101101 INSTMLAIION THE METER MT BE LOCKED OF UNIT THE B P ASSEMBLY IS INSPECTED AND/OR TESTED BY OTT ® TET n\:�fi + R.P.ASSEMBLY RUST DE AC05SOE Sw EESIING AND MAINTENANCE. SCALE,NONE "h NNLC 5. NO CdINECTwS WILL IR Ai LORI 8110815 SERWCT CWMCC TNM AND R I ASSruRY T. WHERE FIRE PROTECTION WATER SUPPLY IS DEDICATED FIRE PROTECTOR WATER.BACKFLOW PRESENTER IS NOT 6. Ir THE R P ASSET/Sy CANNOT BE INSTALLED I11 A PROIECTFO AREA 1110 CUSTOMER SHALL 1111111150 AMT KASTALI PROTECTION rIW REDUIRED. / THE R P A5SFM01 T SUCH A5.01AIN LINK FENCING.IBArrIC BARRIER POSTS,TRAFFIC CURBING,ETC ` 7 PROTECTION FROM TR1EIE DAMA0T.MAY Ti NECESSARY IN 1%11190 AREAS. 2. 512E FIRE LINE DFP'0 HATCH ALARM CHECK VALVE SIZE �.� fK- B M NO CASE SIALI.THE R P ASSEMBLY IRE INSTILLED BELOW GRADE 3. PROVIDE FLOOR DRAIN TO SANITARY SEWER NEAR BFP ROUTE DRAIN PIPING CO MINIMIZE A TRIPPING(HAZARD 9. 1110 R P ASSEMBLY SHALL RE AS CLOSE AS PRACTICAL TO TILE SERVICE CONNECTION R VIE SERVICE CONNECTION IS LOCATED OUTODE RHE PROPERTY,THE R P ASSEMBLY SHILL BE LOCATED NO GREATER THAN IB•BEIM)THE PROPERLY LME • OFF INSTALLED MORE THAN 5 FEET MOVE FLOOR SHALL BE PROYIDFD WRH A PLATFORM CAPABLE OF SUPPORTING pwrE.UM1 Y 1 Y P 10.1r THE SERVIII CONNECTION IS LOCATED 0011100 TIE PKOPERTY ENE.ME R I ASSEMBLY.SMRL RE LOCATED NO A TESTER OR MAINTENANCE PERSON(UPC REOUIREMENTj. OHR GREATER THAN 16-BEHIND THE SERVICE CONNECTION. FIRE 1I. UTNG ION?CONNECTION STALL Of.INSTALLED AT SPACE CONNECIKN BY CUSTOAER MEN CONNECTING METALLIC PIPING ON DEPARTMENT NSS DETAILS CUSTOMER SEE OF SERVICE CDNNTCYw 1S.REN A RFOICFD PRESSURE 01(1100 A55FYRY(R P 00)IS SPORED RI CITY,DETECTOR CHECK VA110 STALL BE REPLACER 15TH GATE VALW '*":".:::7". w mw w.M0 o.TEc[ce WLEF-r Ne.. NUAIWER C3.2A __ EHQ.R0IN.090 ACCESSIB9Alr NOTES- PROP,EDGE EXIST.EDGE ` e• ND.4 DORMS X 12"LONG ONE 44;17,, W END SUIUED WIN ENDS CAPPED I ALL ACCESSIBLE SPACES AND ROUTES SHALL OF PAVEMENT �! OF PAVEMENT �j COMPLY*1H ME TEXAS ACCESSIBIUIV STANDARDS S' ` _ _ Z Ai aASSEN E ` � --''� I ,•�- �I.— •-' Q N (IAS)AND ME CITY REOUIRFMENTS iA�� ^�� �,1. - 5 ',PARKING SPACES SHALL RE LEVEL WITH SURFACE 9 S \ OT /EAST.ANO/1.PROP. ��— O/A'1MCK. NRION 201110 IBNR^X SLOPES NOT EXCEEDING I..(215)IN ALL H �, ®* RCP CULVER (RLR) A'TTY'• R W N^O F DIRECTIONS.CURS RAMPS COMPLYING TAS SECTION - A.7 SHALL RE PROVIDED GER LOADING r J MNNTNN //`, / //�*it i .'MOLE MINIM W R 0 1-Z . /ONES. O 'P•' 2'WN. .46 / ar/ / 4 l' SSSSSS •ANDER MIREDIRKZ Q 1Y D Z DI 1.EACH ACCESSIBLE PARKING SPACE SHALL BE /_�� NE'\\ TO• (TM.) -■,�" '/' li I W ❑R IrJ J R OE4CNATFO AS RESERVED BY A VERTICALLY .� ,,./-,4T„.",-.--,----,.._____:•;00„,GY W /"■-� ,�, N MOUNTED OR SUSPENDED SKSi SHOWING ME / SYMBIK.OF ACC.E5981LIrr aFP,TAS SECTOR A 30 2 �fePROP.EDGE W I• J F D.^-U SPACES COMPO MC MM us SECTION 4.1.2(5)9ED �'�. C REX BASE '—'I j 1Z /I f PROP.S.E.T. < D a D W DI SHAD.HAW.AN ADDITIONAL SIDN LAN-ACCESSIBLE- •S,^ \ / \ . W R MOUNTED BELOW ME SYMBOL OF ACCESSIBILITY Yp ..1.n�q V,Rc���( '' Es�� - - -- PLAN FOR SIDEWALK ED Ina 5 0 rc a.CHARACTERS AND SYMBOLS ON SOCIO SIGNS F a(+ F MF-- 'L..e y' VARIA{LE PROP.RCP EXTENSION WHERE NOT TO SCALE m a SHALL DF LOCATED Cr MIN.ABOVE THE EA�+,IN�,Rs'�Lp�.\- T(1 ,.11T0'' -n 1(•W--�� REQUIRED T ?I115 OW or CORPUS CHRISTI PEDESTRIAN CURB O 0 CANNOT.FLOOR,OR PAVING SURFACE 50 THEY "ID��' yUT' �(�j.N'" `•-`�^ L 0 YE HET ENGINED O U CANNOT B F ORSCURFO FEY A WHIM PARKED L:� i'.wA" : OR NI SHORN DN OD 0 LAYOUT SIS OL IN THE FIELD BY THE ENGINEER GADTES CUTTER,a SME STANDARD DEMI in �L01Dslp>Rp�IDBTED" TURNING RADIUS MAY BE IF NOT NOTED ON PLANS.) SIDFWAI K NOTES' N a THE SPACE PROF' ACP OR REDUCED AS APPROVED .- DRIVEWAY SHALL COMPLY WITH TAS SECTION 4.4.2.o.SIGNS LOCATED VAIHIN ACCESSIBLE ROUTES n f1 I^� I. ALL EXPANSION JOINTS TO BE]/.'REDWOOD EXPANSION BOW,PER(-E�iDI�UL,AR �..l/IT I7_11 AIV)f BY THE ENGINEER FOR PAYMENT UNLESS OTHERWISE NOTED. c CHARACTERS AND SYMBOLS DR OVERHEAD SIGNS '' ISiDL WALK ADJACENT TO OVA) (- ALL CONCRETE CLASS"A",3,000 RHI.ALL STEEL OIADE 80 y- - SHN.I.COMPO Y MM TAS SECTION 4.]0.] PLAN OF_PRIVATE AND COMMERCIAL DRIVES 50,000 PFI, 2015 OIY OF CORPUS ORISR PEDESTRIAN CURB RAMP CIWOS STA4 TIOOT 2015 DRWWAY DETAILS:PRIVATE COMMERCIAL J. CONCRETE TO RECENE BROOM FOIST. E <.SLOPES OF CURB RAMPS SHALL CA AP WIND •.' ` .MIEf A TRANSVERSE CONTRACTION JOINTS 1/e':WIDE BY I/O'DEEP SHALL S SECTION 1.11.2.TRANS DONS FROM RAMPS TO WALKS. CURB HEIGHT TRANSITIONS 51/\_-� - 01!••Let A 4... BE CUT IN KL SIDEWALKS Al 5'-0'INTERVALS(TWILL)OR THE .F 1 '�B Cu 1 MRS,OR SERE(IS SHALL BE FLUSH AND FREE (RD,[(6-AG P" /•/"- 1' OF ABRUPT CHANGES MAXMUM SLOPES a �rcI INTERVALS SHALL BE SPACED TO MATCH THE WHOM OF THE SIDEWALK. ADJON1W GUTTERS.ROAD SURFACE IMMEDIATELY /-. 'j4�- EN'AL 1�- a CRTC.- M` _ m i AUJPCENI lO THE CURB RAMP,CA ACCESSIBLE ,\ Ej� / _�1ti/• "• 1 r CUSS 5 SEALANT DOW CORONA- 14-3/8' 2 I I IS 1S m i ,,O ROUTE SHALL NOT EXCEED T•20 J EA„ WAP `G N, /..: r ->u - 1190-sL SELF-LEv[uM \ Z LO ¢ 5 SURFACES OR CURB RAMPS SHALL COMP,r WITH \ •, / / - �A�-r , SILICONE JOINT SEA OR Q LAS SECTION A.5 q. - O ' N _ Ns[ u sr APPROKD EOUN. W I Sgt. R REFER TO MLR TM 99-15 FOR VAUD SURFACE / ..'/ Qp�- `-~N'A /101 ' / ,, FTP] a; IP?IrLL.n.a y, _-. IA N w m ( t_ TEXTURES. A, ..,..:"=„i9,14-• I flUlll_ Lan u>s '. .Z Z N r O \ u IT gm ll w a AND DE tP FOR NIX ES CUBSASHALL HAVE FULL ICA, .)11 .J 11111. 'Z .... �1F'_H. ��11111..-- ` N y4A';DIIb� _...__ Z Llr -in b7B RE/LEER.VALUE AND TEXTURE THAI ,� • 'I"2 '•'!^'A I Qlm0�- DRIVEWAY PAVEMENT SECTION Z 1-c `'f,. 9GMFICAN TUT CONTRASTS WITH THAT OF /,� A+='^`'TBTUUII �./LOOT 115 DRIVE. DETAILS:PROMO GOMMRIOAL g W x 31 ADJOINING PEDESTRIAN ROUTES. /" / X.. - O W O In SOP {W,EC'ER 000 - ,I Z _ CUSS 5 SEALANT DOW CORNING • C nr S a C I-Q O Y3tlp B. .-�� CROSS:SLOPE NOT TO!''CLLU 1190-SL SELF-LEL/EURO N-E/A' • ., R Q N-I 0) a`i ''RA / SIooCORE JOINT 5111 OR NP IWDFa /' OR ON ANY PORTION a RAMP APPROVED[owL \ I- 7 U Ul N R'P Z OR IRAN$IIION TO$TJtEEi '\ •• E I O 01.1 W'- i§€ MIN Za, 3123 CONCERPBI ©/)(tTt(' IL AJAL 1IDfF �Itll/N F4JIf__', _ ~; u fig a PAvEME1 _ LONGITUDINAL OR 1RAN$VERS�£ K Q^ E., PAVEMENT pecan Lpe (SIULWALA ...;;EI f+AL'+E 'ROM !'!Ik.S) I • 70 n. CONSTRUCTION JOINT - + 1 4 7.i {-#• i• .dam tF Sw. 205 O/Y 6 CORPUS CHRISTI PEDESTRIAN ORP,RAW 91AMARDS J. IT \ ,:`R i�irtZy"�`"�3 ��,A3`/S PER oiorESlsnRAW I FIRE LANE a NO PARWNO-FlRE UNE__} •' �� W _ • V r'.�' �a� v �yy�: SSECFX:ArONs __ g)r , I cuss 5 SEALANT Dow CORMS d ';C 1 y2 22n 3< tr RE/MO f Wg SSL A (190-SE SJEOIIFF-LSON.OR \' I- 56 >A 1/1{'-i/A' APPROVED INT S �vl O HEAVY DUTY PAVEMENT SECTION f F CI I ,- C1 w00ALOAgM AREa5,Act *WITH SAM CUT- t W 3?< 1 RA FIC CATECMY LFIRE LANE NO PARKINO-FIRE UNE I 80 AD-vm-D] I•—N,�°IRP—"I pg! SAWED LDNCITUDINAL JOINT - 1g LI MEN 3.5OD PSI F. I CONCRETE - E.RAL_N211. - TO.00N111NACOORDYOE WITHCITv eFANMRD11 THE PAVEMENT " I �— tl PA 10 MRS M.0 EN,IE MORI.TOP OF NF.RAM CW THE CUTIN TOA PONT EVEN WHIN fOW BACKCR ROD- I,hi_ r F •-,•40....- S' tFEW HN TEN NP.,,N E w.1/."-I' - ?O ' ^ „�`Tv• COMPACT 91OpTROD BF RIX RE INDIES RIDE PARIEnwIMAx[08TERIOR 02 AdITIO cuss 5 SEALANT Dow CORNING - // LT — OvJ'f PER GEOTECH paAtEx 11'ANL BE•tRPFFIt.0.CLIMES NO.ONTWBdYK. 1190-SL SELF-LEVELRO 20"LOM SMOOTH DOWEL ,.�. C. �' SaECFCATIP6 INLI BE F SILICONE JONA SEAL OR • L ( n , i__• W.A FirO ..'i NI BE TO. PIP..lbrJ PNNTEOVATIIANEXTERIOR.NOIO APPROVED EOUN C 1\, \ • ! 1,l 1 COI OR_ STROKE MO EXPANSION JOINT \ LOAD MEDIUM DUTY PAVEMENT SECTION Rv wrce na VPL o'on MOO PR EOM. i); " T"" ' 2 OEV CC FRE LAKE/AIN DRIVE AREAS Aa TRKFIC HA U.NWT 7 mn ]LeTIENsvwlLxEsrE.ayl IT A 3/A'REOWOOo 5,, cerEcan'IF - '.. - ONPpAdET JOINT WTERML AD-330R-03 .+qCH .A / FIRE LANE STRIPPING ♦/ P V : IFBARSE OC Fc MIS Sit 507.1 ROD - • C JOINT SEALANT COMPOUND pL { - CONCRETE r Ew No.NET Lvov PNNTeo TOFEA.e Ire *4.1'1)1'. 5/11 .�. OCT TD SGL0 �� /.<- " �AI'ERR to N 330/OP WIC } SL'`� / {• L IAN:11 C. VERIFY TIE EXACT A' 70,5 CITY OF CORPUS CHRISTI PEDESTRIAN C(INOTETE PAWMFN"STANDARD DFTARS p€N LeuBCRAOE VFMF14 EIRE • //Ir-tp' h +.� p PERCEOTECH CENES61 NOTES: TSS K\ P'� SPECFIG1gN5 F E ARKeCD se E MEO,..I.RLE IN 0NTIAL SAW CUT- E �'"'��� NMN IaNNr. t. THE LOCATION OF JOINTS SHALL BE AS SHOWN ELSE-WERE 5 MM E DWg45. OAT E•JiT,I a.2119 }, ME JONr RESERVOR FOR SEAUWT SHALL BE SAD T UNLESS OTHERRSE OLIGHT DUTY PAVEMENT SECTION mmAMAPPROVE THE PILOXOTFm NILE CONTRACTIONTRANSVERSE SAWED 1 _• SHOWN ON ME was FOR THE LONdnoINA AND 1RANsvERs ON DILE PNn1INa AREAS,ACI rRAEFOSATE Tr PRIOR 10 IES.V.II ANY TFIGTEd OI ICCIHCY.IHR RRL INCOME ( JOINT CONSTRUCTION AND THE TWO SAWED JONIS. PAVING 0ETAI L9 CMEGdiv"A- NV1 POI RE OMIT EU TO EXIT MNLLT MAIIO.,EMERGE NCI"ONT"ONTO,ASO EINE J. ME JpN1S SHALL RE CLEANED IN ACCORDANCE'MIH ME 511Uµ0 v rw Fief TP RM..F AnMANUFACTURES ORCOuuRUART O1I BOOR TO B[dHNrc OPEMTIONS.ME AO-9bR-OD MXIECIIw AN dnIMFNT CORIMCTIM SHALL SUBMIT A STATEMENT FROM THE SEALANT MANUFACTURER CLIENT NUKING ME RECOMMENDED ENNIPMEM AND INSTN.UIOPROCEDURES N PCEDURES TO BE USED. morrow.000004211HE4_E1 A. ITE SAW CUT FOR THE LONGITUDINAL APR SHALL BE CRC WORTH THE SLAB PROJECT DRCR(SS WIEN CRUSHED LIMESTONE IS MD IM TIE COME[AGGREGATE. NUMBER C 3.A FN .EDI D.DWO - - - f IrzN .-- _i--. °O 21 1 y 1 h H O = ' I ' °) r -TI_ ---- -t ACA I ; , v • 1 _ Q7 E On C^I .��=t II 1J. .0 S,•E_i',, .�,_ ou'i[9--� i LJ m ot Z li 1 4 r £< ^ � Ilii E o a A T URC • :GAWHDCWE0. .._R —Je .. ,F r — fir 2 — I I I A ...��� NW 1-I1IN1111IL`.111111111 ; / I I I = Rte./• //I�—t� a -.� ' I III :6—...--1 id = s ...,4:,:..___ r OT I'I } I C'��� ., i>}!r! lug 0. .:Oz ���111 ,r.ziyin _. l I .1 . '), -4,-1--. fur s' cuns� 1r1 (.r111 ti nnoutv-otmcnossnou,n,nnanso _I 1( iI . I is 5' I—I -A MIN O i+� �{ L. " EN;-_REED 1 • --_—., K r • 1 I j'I•—� I OVER I I[— __-F t amu` �' I I, I __ I I ——7----E _ r ' L 11 --ALJ • • ii TBPE FIRM REGISTRATION NO. F-7481 D 2D g D m y 1R BALLI CENTER amo 1- D k ,!°..I b VANGUARD ENGINEERING LJ Gn. _ �Z ;;=gg`$;•'% 4019 EAST EXPRESSWAY 83 15401 SOUTH PADRE ISLAND Ii 1 ` -:,,$1i; WESLACO,TX, 78596 DRIVE (PARK RD 22) ' 'q BLOCK 13, LOT 1 R Q PO F_ ' @1 1956) 514-5086 ----- -_ 37 []Z RIS �'.,'S` PADRE ISLAND NO.1 W D CORPUS CHRISTI, TEXAS i r lw URS R M[eROR[Rtx 5 tx[RRr[sadu[xDN[[R NxOY YA Vn[ut5 d llnf d+vaML MO II.S Nr¢�RRW t0 r , 11 :Z17'r liI prR'i x5 dAM wmWDl�R�i[�rNrN[x[rVA tt tMR r:4A P RODIC[.N.DR Nt 1 m I:O _— 0 z g N N NN C wN' OI- -x7 rr0."•• U.co n+niceness ince`B• F O 0 0 Z Ootr.,OD-, 0000rs+op-. •Use soccer for , 0-J D P Face of I 't 1t ' o1 unequal thickness w a Q N voce of o v l :. >\�' • esti_._ Ren__... , ..r .E _. E 1 ° ¢p'�wR verge _ t ears I -n- ..?.- • E t �.'i Fope oI ad1I f 4 -U Dia T•so J ' I enlee/n sacci. 9)".„]„ essl0l! Iug I Wei J 7 0 Se w N ar 1'•0`a•e tsrwnr a• , etc. H w l'•0`. m N w 0 R e b —s -- 1 _. -- J a • O JoiExpnt mot•, ._r•-•\:. •1• I.D. Poiyyet50lane N 1,12 Jp1nf 010000 00 her /�r ]pe roofing If l+ • � ,l• o - _-- -Fm!of.011 angler.r f.ce o •all ))/-•ono., EXPANSION JOINT CONSTRUCTION JOINT ALLBII FACE s�.-- I 10 ts ds �5w� • 9' FRONT VERTICAL .i,- , _10 r 'r PT g HEIGHTS BACK FACE SLOPED • • terms for 00Yrennl ; I ' .1 , ' 1:1� ALTERNATE STEM SLOPE DETAILS _, x; n aQNi r-min ve �fte_,1 .1..‘.::. t P. ., — n i'. 4 w 3 w wolfs w' puler M nw ly, - x- _ 2• x" 't• w UI m 01 a4: .n eine E . Isms!mown o l see mtwr oppro.nl pr.n.Enoi„oar s.snap not no !ss'non n PVC WATE STOP TYPE B Z N(`O .kp concreteIn on sneol. n. ,w doymen !ran R C1 w N 2 due nenoin0 at-ol' stem. PVC WATERSTOP TYPE "A" Z (� II. Dimensions ono snares K X g:IS �•,. r nail I -A'or , 9 �Y Y Onr IY oeeenolna Z Zara az _ rm,urer. z O W p IO tib ' lzlcfuenea blas, I aD ,eveaa+er.m 1 ur slag. recycled Q Ili cemo 000Ioor,O1'r,e.r 000 o0 cement ee+w.a. � 517,!.‘,.1 s ert GENERAL NOTES, Fp •_ "01013000 grace 00115 re designed assuming unit weigh,Ofj W N 01 3Ax• Waterproof• 10110* gg 5 ad11cortn•120 OCT,ane oeffloient of norixontot 0 w- ;U s ryl Fqualr. e L Fade o .a __ Walls are ae3ige•0.33. TO +ice a m.nimen footsie 'w Z 0'3i `R3 L .-Tyce IO 00„—f_ { !safety 0g01na. ding Of 1,5. the undiaturce0 Q.- 1st .. ! r'"'” ,b,erafmf Ina g •_- notices of or+XeY�uri!shall nnprfe:ie::was. ran Y .r..!.... 11 6• I 6. '$ e' Retaining wools or aeralle0 to be place.on IC dg'R '''titax - , eni.oOOetasiq'rrini°rprng.foo,�nasi::eo.r' *len C. bg" "lYw 101 I --ri,+er Fabric be 00dnro00,e0 or n0+ming Gars Al and B W ,Iarerpradll�g !..:_c_ '-z•� 1 asinp engin i e0s f Bars Or+te B. Ceb .�� •c BARS Z (RSI 2" 1 Fl lin stone increasing No oherge dgnlitl ee 111 he m TIC cOn Dpwa1 tiara f— Trce 10 Pnit Bps Z when A- ter hal Involvedag �`I /--;g:,;,°..... r RgTnOrad/irM dI lference in toe ly max hole! !��/ 11 Ype CI vet0n0{nq wo11e may be placed on Horizontal F' F of footing ons . aai'i 1' 1 curOMs y adil+srM e+wote of footing Oars r aq Minor revisions Concrete 0..mrities 6i 1 Tees Olein ,..---Concrete cause may r!required. 8e 1 e 1' elmind aMlrw ' aTO�pT� y be coragse with currmr uSkTo g ,..1,..,-.r,Y:soli_ _o. ) opening '_ Crede 2 T(1 StOoo•d and Interim&wof;oaths.. g :,....1.1. 1 Bps�r ,PS:' .,, `"i I rope[noes'G•. 111;1 g ilnleMO �w All All rein orc Ino steel to be Grade GO. mt �f!.I , If pia wawa-Gins B PARTIAL ELEVATION PARTIAL SECTION Grade_-. t_ y,.,';,_;. :I�.'I ere rewlreo, 1M !n, `•^, `1 ltewl:ne db let. SHOWING WATERSTOP AT FOOTING JOINT TOM of ew cosi a a such W caneecl e0 ..1,—F eiseMere inn:ce pllanse 1.11 e;nfoeced C1a.5'C' Concrete wren ;+!pence ,m 01 fad,,, '4" - ZOIE A"`t , Ond the,!t;"11.e an 61 Omit enc..Dowel Gar F on be 1 If 010ime,ely Genre e0 nlccen'ue.ween tees .ladent ,Ings 0111 w covetmtl Nttem. *. d� 5 I 1 uMerdra Dice. ,.11-A, `i - j Pc.L'x ut�raa%a �y a tce Of. L f 1AEx s ad, 1+ rales. or .-. Structural E o �DpwatevllM TlanaPorelM wolf or .T _ Y apa�nati, ! -Ty 10 loci suvrfd moi l--1....v « . '*�-.. y .. Yoe to r doterereofimp _I RETAINING WALL +' i ' ill yrorerprsl Ing I'^! ,., ,.,,SL.�-^'R �•�L _�,; �. . MISCELLANEOUS DETAILS DESIGN •3• `"r 1...X._._ DRAINAGE DETAILS AND l e_::=ir EXCAVATION DIAGRAM RW 2 ,i/7110.,i/7110. ti. N e "X' H> ••B• Not.at 5t00 coarse agar...or,his level whet AMID POO&ore ,'n '-wf1 v4" 1n' va.o. N fre.Sa Sonata JOINT AND WATERSTOP DETAILS Note B1 use coarse oggregote to one rim filler materiel 0000e wren erarolne are ones. .__ lnd _ _ (]ATF..rue.12 2gn4 n w 1 A RETAINING WALL DETAI LS CIA S-- .n one wwonGl.ewn- FrRrr AltrAtEICAI C3.0 • eeeeeeeeeee-91 \ `- --' '- --'' _ –.,.--7 I.o acs_ r.w..RAL NOTu......,...r.ocw,n w.,..,,,...,r o-,w,. p �� • ��"�°�ANQN" ww., r .,w,wr.w....9n. .~ .,>,.... a Q krr / —i�— - -° — PALA�II AYE_'k—k_y.—}—* f.�g w n.M d,,,. w. .. ,_.....4 .. .w .w.a N N x I7[ .__`u..... •Q-43. .. AlEL%Ir............... a'3''1,. . r.• J ..... , ,..m,r.......w.m..uwa W i ZI y,. ..•.• TI otos.....,. ... ...w...u-.....,....<......<.w,..,,.w Z• • cese • _• J a-N • •:• - : .S•t`:•�"�J t .s.O.O,ns,n<.,n.c..Om.a.wn -1 _x IA Y9 'A""' "•r •r ' ,..«,.<,.n.,,...,wA„"".,,.,Ya+....,,.,..,.... m 61>0 p 7 A' _ HAND p GENERAL LOCATION MAP 1:2000 �� '� • 'Pm. . . . . .�f__J f•_ ,- � : 1FMo-�:o�:_ .42 I^/, • y in vLme-wn9Rex--_ _ _ Iiiial 0 .3T.N->•r_. .. ....._ I �1°1MN0] -... -�1' 1� N RAAM --M k �. 011° rQM - LATE •I 4WLm END a —1 C I",7,°" c.J ^'^" ® ilii mi MI.PRIERIAS in RASA PImPMaO ERAQRRO I. dlir. .- 1��.. .Y X A. DOOM.(tr...S pee..AREA MUDOTIO X „ 9 1 �•-• ROOr101 post. J ROORW COM f f..] 1 I 1 OUNAR ROR '4 MSC �l A T3i1 R U.IL' / !AWE. OX ,,Q E.TOr'O UMW". -SISSi. j •- ._1,..,. ;p /,,,,.. RO/,;y•411:7)1747,0,•/,/ [;A%A AI OU 1 p :� iN TOP ar 0..A¢ •"" ' ...... sr _ ..I IO TOP Cr CCM C] L7 D) n,. " PA1 2> • f _ tor.cc sal paw SAN.SEWN 1..A.REDEf r� SEP or 4orw.:s f9 mm orA.nr a Z)-D 5} roc 'LP I,POLL hC. .,ES TCP or a,TrzR .o.+Q. . W 3 N 10 I ••90 r _ 1 'as nog OK rAwwC was 4 m 0 x}Y (� IM• rav4o noon arv.Ror. �...Q. W 01 r�J w • •Y-- _— _.:.�. `'T.a OAP J .-10 _ _ IFANAES nn. u ®mm.. Z EREP.stOINewo.LPL • Z-7 W t`I €0'- TIPTOP _ «.... ', +♦ J s s� fi A . : :I_ I1�a Zara 6$h r-«-' 4, yIiiy ' 'J IsvwR ®e'S 1 I- 1, m ® ,•°pa 34, W7( - Szq �:' ® ♦ �, .Im iWON Xg6 >s♦ , ',. :� 1 L=185' 4UI 0r IMR.Q • r Lr I AS Mg liF• �s 1 a '4' A� y. lc-0-^ -A 1I 5,840 C :r --: iL4: s ; 1 } b { l_ - P.aP r3 1 ,Irv.e Cv - '' 1. Er .'"'"*"":7,..-....,n.aw......r.17.. a Y e te "' NOTE .rxxonso. • sw Lr OVERw01° + -• T `clic++. �.,�,,,' ON7. I '0 5'a ()PROPOSED DETENTION SWALE DETAIL< 1` ep30 `sn •_ • _ n .IL _IY�, .'ra»s?t;.' /'BiY+ z SCALE M.I.5. W P- 1 -'- ..wr.a.r .. h--`12� r�o .R�Rr.9 I�+^y� ,n�. qe .em _� eo rte:, _—_ __. 6• } Si !' $ i s m.,-•30-1iY6- Y r5to0 r ., A I L=180' F t a. w ..,, w,".°"'..r <....... st -. ErueQESSE � 'S,i- 'v�rl'dIw:'� ti- �`4` ©•lam+'" v 1 O,220 CF g3g, lLrrt •r'OE1NL w<....�.n..r t ¢ N.% APwo sw.o .n'.agT ♦ ® '4 ~ ® ♦ Nro%AR.c♦ '40.. ;4 I'. w II E' A NETNreNS 4,,SCt �,64G v . I I y,� —— _">on Ir SO/111 PADRE ISLAND DRIVE ,ttri"m.,SR A!" a' 1-6'-I l ` F s — — —(PARK-RUAD cc) .<..>,. . .w r...,b.....,.ar.... Yx __ ___ q.-200.o.R.O.W_. ()PROPOSE*DETENTION SWAT E DETAIL ""`"• ODRAINAG[&GRADING PLAN SCALE: NIs nnes s Ia.�-Ie.ew I'-,., j A-x..I-x,.m� 53550 CF I L=450' ( ") r!I _ nREn rnaA-Arians1 o-eA-I o-.I -z, I A-n!I-,. 1 E5 _ le 3QE059F Oe....,,, I•� N. '1 . ` -,.•.'"'7`.'"."'•-,,•'' , PAVEMENT AREA 96,632 sr e-C.- a Om I...0.11. I w,a Iver es 1 8 { I�3' L 1 + �'•••+``` ou- _f_:. -, ._ �_-R GREEN/LANDSCAPE AREA (9.209 9f 1tn �- k r cAv �� -- N 6 T.w ev Aar,.w.n 1 vQ,,.l Ru e[wAxeR ro.amt,r Hour o 0 ran.- c-on I A I.t.,Am>a1 ,x a..,.N a ro RE■A.N.I T.a.m) / t,,m,w A..uma.n TOTAL. 213,749 9f I 9RRIQ n C_1 EXISTING RETENTION POND DETAIL LAN Or STANDARD CRATE IMET K SECTIONv.0-G Av [wo: c-Qm .. -xr• •Am as SCALL N.tS. 1/(/"� /l' I2a.TR•• iss_. v0[ selOL ttirsaSQKII MIF] DETENTION REQUIRED 5Y 9.511 CF 1 , -O.L-k.k p.,,, I .Dal y - DETENTION REQUIRED 10T 11,05E CF T ..,,o.........no..,......v....s.w DETENTION REQUIRED 25Y' 14.790 CP I a 1 -DSO I - a_ a( SEE I _ 63,000 CF i ON,:.N.l.'9 DD.s DETENTION REQUIRED SOY: ig979 OF 00-51N•0.°ns� _ • 50 „ , ....,,.,...cr...O..-,.n...s..<... -,...� - Nu :., f.mm nsl 25 • t'''. DRAINAGE 6 • .,...p....p..........�...a DETENTION REQUIRED 1005:19,702CF -' --L- " ID - GRADING Um flllui aL'I I A S e 0 N L_ _._L_ , !I D I t t i4 PJ,EJIT . . .. ..,., ....... ,...... O O re....................... - Tc-O, -,,-_1.mn_oeI © PROPRETENTION POND DETAIL %EM R A9.c „ 6w k r N , PROJECT .:STORM NITRTAI SCALE: N.TSC4 CwE.901094 o" 0� u�_�`�v P�m a�g t�f c� amg ''g-1 : ';;� �m� .� % �. �G i ole o a og I l 3 a-1 A J uya ,y it ii - , 8 I ,1=_is 1s" ‘i2_.".;317, log - I .., -o I I_ o �%, 1;R z �IIIll I Zm SIN=III=f' 4 41NNI�N y ogNll�lllll=. c> Ali Wn IIIA I —1 D AIM-OF; ° 11�';—�, 2 .I=MTI= =111111 '<� �� nT R.G.q. alll fl111ET =11 11— F 'IIIDNIN= —ill1 - i —Hp, F F [ll 1111'41r INII aM , alll 111-1 III 1 ! ° NIIfl+=111112 _ �'` ��° VIII II L. IIN �IIN� $ N=1tN�11II� 1115�111-ILII.Nt—t.g$ wito i I_,- 11116IIN c "o=s IIID moult-0- mum _ JNIIU NIIN a 11E-1.,-0- NN? '— ;0-11IE -. ;g ,� 1 ►$ aS�' 1 lk M ort 2 IKv Itll�ilfll-1tl11 vi � P [IR ;IP IOW 1 €oR INI=I;N Mill ll! EillIFIERN4 Pi li:'- '� I —�t. ,-,____- _,LEN, Bit, J 111111=111111 Ieo . :_ _ - C.I e ', i e =_INNI INI :::rg� i 1-lll IIIN= EAST RAW , EAST R O.W. I�I�ItlY 3 RAW Tuff- _ '-&-I IIIE V�1 d 111—IANC a 11111 1111113.10 1 IIN IIS =NINNY !N =111111_11"IIIr SNI - g€a `111111'=1111. � 11111E-11111L,--0 �, 111N�INN= .. g d X11_ 11111-1111F !_ Elgin J c° y NMN MIIME N,,Hc., NIIN :ii 11=1 I 4 lei c I llI 111=11 —I = NE e i 1,-1 �° 1=1111 31111= s -INS =11111 SII!_ 9y�1111=I Rio =tl �II111=1 = =NNN' ANN ^ lam! _ _ INIl-11°20.` ° !I illll11 11.7g—ti ;.11; '=11111, =1 ' 11IIUN-1 II— ;.:1,1,712111:::::":01,11,:,!, 111111= --1111-- NMI 1111=IIIA MIR .1 VIII� A1111=1111, s '=11 i , � ail— �� ` „,�,adIm= ;g! _(SII--�, Ro. z , Il-1j 1gil_I8 ° g e 'NWMINI 71 7 II - ",.aii R n TBPE FIRM REGISTRATION NO. F-7481 Zo g Ilp ti; : . lin BALLI CENTER °R^ i aDZ A;'” �/ 01VANGUARD PR ENGINEERING 8 no + nZ0 gg'C •7� !/ s-. 4019 EAST EXPRESSWAY B3 1 5401 SOUTH PADRE ISLAND m " 9._ 81{ WESLACO,TX, 78596 DRIVE(PARK Ro 221 Zr,0 °_ °� O41D }' 1956) 514-5086 BLOCK 13, LOT 1 R .e my2 . '�I PADRE ISLAND NO.1 ^ � 4pCORPUS CHRISTI,TEXAS nn5mnoASCu[;Kn74sa.:.MW,`K ;Son;°a3[mGnuo,itta. am SID ' 11... MMILT41;::,i'LI---- WROUGHT IRON— 0 2 I WROUGHT IRON GUARDRAIL -WROUGHT IRON -pRop ORATE INLET PROP ORATE INLET GUARDRAIL 4 SI PROP - ,--PROP OMIT ---PROP. M DI a X OMIT DOWELS AT pRoP- DOWELS AT PARKING IA"TO____IL_N i -N-CIID PARKING \ GRATE INLET I 10.1P1 TOW / ...KM. PARNITIO -AI, LIOTO Tow] ORATE MET LOT LOT LOT ,t5 it --- , LOT , Z. i lex r oP I \ CODS 111 ii.irro, L jyr T 011 c 1. • We I El.TAW] CURS —V--.... li ?IlX•526 s to N ail,i5FT, 1 c,InH RETAINING .. I' , ..:-I.)%....,'. III ZlIr.1.!:411'r* IPO HETARANG WALL...2 LP .„.. , Ps DOwELS 2.1 L WALL.S92 LI 2 • .i.I.M2Ik4ill.ks.-- I WAIL,.if l .....c4AiriONAL AD0TIONAL t. • I, /1,24.00 ,III 1 :I 1-a.-.11.)N riil . ii r7TF.17.7-ri.,,,. 1.. . , S.S.> • .1 r..._,..,!71111 1 ,-, It ,.. 3— I 4 o w'Ll ig iii I 0111 i.i., ,,_I.. /„AD„,,,„,.,,,, ; .HI, ,\I II, .'1111FT ti ,:,_li I __ADDiTioNAL_\ El;AA=iqiilip, . 01 Ell?9 a g. Ii - ,,,..,. .-T Jr1I__,,,,,,, :Exisr III. It,.n.1.. - .. .:,%, -$: •it I .p,i .-1-1 1ts, „.111._ n(aURALII.,, It It ': L t.'e /‘ .::. „.GR.,,,p1 1, .i. . ., ;,....,„.„:, ,,, ,,, '.,-,.-,,,,i, .1, 17,,,...I.--,-.,1 , , ,,,,P ' - "''. - 6 iS a g. . ...:-.,:,-.. 1111, 7.Hill:-11111J- ..1. ' • ' -1,l_i i III-'-'',/.. • '// 1/'' a j4 =3 II "..= lliF.1 An ..ri'l IN ---- . -----afrli _-1-- ffi"M--nil t u ii II.iiil11.11 111"-R.ilimlli- lif . --=- 1 -1rIM.4i.-pi111 -- f_._-_-_,H • w ,..- ill _ „ ip Ads utr_l u v. ii iliil_ •-('11111"::6-"1 r" la rr"`----Mai P'.4 MI'II ITI I Th-4- •-.;!''''...?:11:111D3:-.-17-.I 1,A1111F7 t-ii--1 ".11i'-,-,).4,70-,1,,,it-r.-11M7_=--,1)1111-,'' "c1111M11"----111 rAilhill I':,;'::/•:fi,m. ,'-.; ip-,-,--,;_TIT 11111:;-Ell° IA,;31.1111Tvitt-F, ..,...„-,..4„, 1111 1 q-11111-,T, 1 1.-_,,,o'vo"I' _E7.0.14.., 11 I ' -11111,z 1111,_,•• -. . ...-- 11111-,_-11111.:-,1-4 1111E---11111- •- . . -,L111117-1111 11,-,--1,-1111 -Ill ------11111-',111r5 -N----diffiEl. 11-1 I-,. P •i 11111 111 ' .WI ' ..-'Ill :f--- --11_111. 11 •. in... ---71[11-; , _ (:)7ra'llaN L r-_-_NEZTIOn F 0 g E"CTI 614 1 RETAINING WALL ()SECTION J c° oD o3 .:o 1 z>,o) NV NOT TO SCALE ‘L.,'''.'''''' WITOW. NOTTOVW t• E,4-,o 11.., p4 PROP La(I)(,13 E0 gg! DRIVEWAY ISMS'TOP1 ROL TOE' -1 - E - S:Scr,T.DITC11 E— -- --3. MET.DETER Z pix?<1.. e.'..t., ' .-MEEMMINIMPIEMAIIPM 01;7,-. WROUGHT IRON GUARDRAIL i-Cl. 0 Ill 8 r. I OS! ... 4.9.441,;-<II‘.01)id.F:ArOirjorl:wilINSIAS,Spm II,III 0 jInl,030,30,,,tr!it.1115 ,..,„,twiniiitms6,7\ii OMIT DOIMUI AT 51,5,1111gli ORATE mil I car TOWI PROPNOT INDOOR 4— . Me. PROP.ORATE INLET— PARKING . ,.. , CURS Iii 1...M.MM. I DRIVE \ ORRSWAY AMU IE W TOI I Lot W z M .A.9IIA .... .. ,,YITC" ,,,,,,,,,1,. ,.„u , i.'_ .1 I , 1,1E_IENIRE... :...,(0...T, -,/ 1' „,,k,',:gi.y.,‘..a.,,,,,t 0.-...*,./C,Z.!• O• PROP 24.RCP et 0,05, -. .),_joi* ONT.WEEP HOLE II i'IA.'.\ „kee..,, .7.40.',‘. ‘‘` • \ ii: I' alW MAK III,,:t lti",..,...,...7‘. .•,,,,, .:r,"i,.'0.,.,As\ 'Vs"4.,..„ .$,,A• . ' '/..,\/4 i!! 11'111 111102':10 Ft , _, _ . , ..,„s....,... ..,,,,,,,... ,,, .. ... ,4,-.., Az. ,„ ... , .', ,•''' ',"',,,, Ar`8 1 //'''' '''' "."z'' ' '''- , M RETAINING WALL .,..s.--.:'A I.!..- ------- '.--PROP.12-PVC 61.014.Ps LP PROP.Ir PSG IWO%MILP '•.ni" „. OD ©SEC.]ION l_ II, ,I I E-, •-I I .• I --- m-.M.MMIll ognimm..Li iit_-.1,..„...iiiii---1=iiiii_mili .,.... ...=....-."; lal-•IID E= ''''''°?:° -Ilk. 1111.1"--11LL'Illll""111-'-'2- -""" .L'-will '-'• Ill llila-Ak ii --_,A.---L 'i90----tIMI# - ims-.-10-lim:-.-ini-..-Efil=.-ircrl--1_:,- > .i! c• -':-11--Eh_ — — =i: ,d„-- twiiii.. .'-----IF —lliw- fr -.0 .-ilii 1..iiim;— 1 no.144gt--_-iiiiii-Eliii-mitiro 1-- e WROUGHT IRON— .,. 111,_1---1111----2 11 ----111 -.1 -.4-.111 - 7E-- , Egramiiii ,-_,- -mli fin 1 - Hi- WI— '--1I I iir-=11111--1411111L--7, 11 RIO= I.:- i -„E:_.-,-----,,-...ill -11 li. . . - - ,...T. If 00r4LS 21.L. 1111111z1111,--- 11111E1111..-tt 11 Ill 1111,--fi 111.J=I. loom 1111 PROP \,, - .PROP ORATE INLET pm:, I,,6--4. • -111 :.-IIJ1,11-i-c'1411 11.-_---110 ' 11''' 1611111-_-__1111MMI-t-.11111-"....-- PARSING DRIVE t UV Mel ril CTRS LOT FEN TOJI AISLE — ' 7 -'-'11 17.1 ifill t''.11111---'-' 1 RETAINING WALL • I -..-...,___,. -.-—a IIFT 14 RETAINING 31` -^7, ',L.-.--c7"..„ ..,.. .. ‘,.... NIES*- -•kTY1, WALL.292 LF 11111 :-.- •-•11.1'-7 7.11-=--ZnA 11111 •Iji-U•- ©SECTION G i •II2.—' I- II,,.,:.;'; .1k,„ks.7.,..42,fr, t',K\''<,/,e,„\\;'\*V-,:,..‘.,:41.,!: ......-.4E.ot,o,, oolL4_, iii-- Mr ' -S.- ' "... ..1'.. )'..'2;.,‘.,),ZET,...TIR-A/ /,T,',..T, ./•,.T1, PROP RETENTION %;,,,,',/"../7 •Wi././\'.%,. ' ,,- \ 4 P..,(*.f,_, POND—\ ' • . , .. G.2 )111P , .. , ' • •I I,,...› .% .: "'",..•AtIj%.',f4.,f I%',..• •.. g •:•- • _,J__,• II.. ..—_________ 1-A.L53 I PROP IT PVC.1.0,II LP 2E1 PROP.12'PVC 61.0,II LP Iii FL1 ,f4s. -}7=7-1.nur—uil _ Illk lillin Id'-111I j'L1111. -10 ill'=-.I - IL- -11111-147,4_g.1111174---11111 ,1 --_-=Ill -- ilk ,..._......„....- _ .. _ -- 4 - - .-.' - - - " •---' l'-- •-"------ -1 --- - - 11111-11'l - ,11-11111-- •-= 7,11111.-L 1 111---.IR'-,---:1 A''"r• . ,-11111....-1. ,:s..---_-1m111 1---- .._-= --- - 6 , - ---_,IN,111111j:1111 f---M-1--I '''.-I '-.1 .---1 1-- v.-., ..1111`._ 11..E illVi.,,rri 1 111111---1111-1 111=1111 ., _7,1 ....„ Ill .i_'-----, — I-- -- RETAINING WALL ffill,,di -11.... .ff.IIR---,---.. --'-11111,---,11"P- SECTIONS RETAINING WAIL Il I 'Ill--.1 fill 1---i Ilfik' • . '•-11.1r:d i E r OLTERI OSEC 1 ION I:i 111-11--.FP. MOT 10 SCALE ....E. C 4.8 -11,SI IJITTIV.o PP .r_� ._ - "NI .,,,,„,„,,,,,,,,,��, - � 0 I,-15Its 0113,n e0 00000 nPD uI3 IY LME$PACNC NmEsI� This Imlice of auzhorizal{on must bR `, encc.an,Ns¶[�P ZQ...., . lI GLEAM�RENDI O All.ROCKS AM ODORIS RETORT ( conspicuously displayed at the silo of work. a 110[rt NTs w.1 J^ A,L[A9NGu«,EADDING SAM)CU9IION - "® -Q2.CGSPACT TRENCH nIL 10 95%PROCTOR DENSITY. un•0 she•11110100090IEA9M••R7 I\!kTIISER ST TP3 RO .w `L N rc Xi.MAINTAIN A MNIIAUM a a0 INO65 UNOSTMRFD1000fv4?Int'Ps! AIL _ _ s,Er11rt3^0111 0111 sw,s A,0.11510N DW t.MIH DEIWEEN 1'MALLEL WATER AND SENER IMEsGPIVu1e' '1135.0 2p1L_ '- witut r.rtn 01101 ur 111110 r•.11v5 rm cm,m0+roxy F Z{-[M SUPPMI WATER LME dR SEPMAIE$KEIT A LOCAIICALIY 1 • •k'r,[n.[rt.swu .r NnuTtn rm V11C.4+Ir11HTC vA,s. W D DMNIMUM a 12-MOM SEWER LINT. Anermll to�tk OA•.0I•,I.M.x A.4Jp n b.t^...Tan1` iJl�e A" �+ ,C�7-• 1.00 1TNAx,3 gruL OUT m glsm••c q ND,n cmrcr ocoori Z 4 - Z m•.MANTAN A MIMANM OT t1'NORRONTAUY DETWEENvIIEI5,03-0011030 Y!rnRn•0,[RLI g•Y QQ' ELECTRICAL PRMMY ANO SEWER. MAINTAN A MIMMet IMa9 14k'M.!m,lupeSlxis2'.,JY '-^• rydF ws PoOr ar 5110 5101•r 11010'5 us Krt. UK NJQ 12'W:RDCALI Y DR 1d'NDNZGIITALIY 9E1WF.ENn••E••n 19.0.3 to AAehS:..�E,w1VreA Pn L4FF. ATT. �1g2{L 11 Ir r . . ., A3HP uwrs =Qm=SITE ELECTRICAL PRMMY AA'U WATER LINES.CAS LINES. Ng (T• _ J f Q -UIELER,ONE RACEWAYS Arq CABLE RACCWAYSA03resA of PMmltl•e14AI]�int•�^'•^T•F tp••ri^I:TLDaib ^-dxffiG I ' ��YETER ,[�IT[TM'c IN00111.1 00«[01 roa s`iuA rau, -YP.,mn 14101.1 �'�9 Ima I I nM�1[Pm ttccl.R 110 cEEO..STM,ASNe 4 0WDInlO. GR01Ira) 100010E �.� ma O[cm10 w[rt. m N-D D a• - - S W G aolS ma7o ^f11 I 1• I. • 711040701S.0 ,01,11 Co 5a[w0.ws.:n 0 m a a GENERAL LOCATION MAP 1:2000 9.99 WATER •e«..•N...1..••..,,..,,»...«...�: �.YET.*001 M wl.r« ,:r MISSEw, ^..m. w al.[.km Rr En 0101 A• V 0 1111. c :::•: :v W+ 11 wgxmum alss • • NO SEINER LM NM1 Nr FT`T w x ua,c «Ir owls M^Im,.!,0x1 rm,1[5`10.)• N ' MIN.R `tea f' N.12' NEAR/ON WETLAND ARES. I .I I POLE 7012 .- rypICAL INSTALLATPNI AT BUILDING - I "44411t SEWER • I 1O I e I I „a I `� I I _ _ _ _ euc Ilan.PRF CAOeI•Arcs,Plicae __-- _----- MIN.R• Si i ne n/, 1 La^> ^1 E . . '45? I t'G= 1 l 9 WV ti TiTT,G yds 1 s LEyg w� 177 E) J INOLIP:O RUN TEE MIN.24' 1E El el 111:4 n31WG nMo ,a16Mg1 grag i:14-1:.:11 141 �Itl II rl/iiaf?• [ y$�� r. I WTI`'� /. MIN.9'-D' ^�g d.4 4 Via$ �� E I -STMT F Aa,e• � 516 { I.03 Arn[s u" # 1 O AAI PALMiRA AVE. « ng,AE5e o n ' (VEA s a, m e to not TO • i LI co•iiV w1R-, ,oxr•.rr 11.31 5 ..1.:MH-z 211 ax u.Tr ^jft I r"3•'MNa zu -z3r 1..er r )'� • •_ .055 MN. 51319 +x ,3.Ar • • / M H q Saleh,P.E. 1- W U- dE ' .:(et/ 00EE00000 INNS Sar 411 03.37. P,rny'- "'1111.. `- L DN JAIaEMH Ali a 01-J N RR / '__ SEALING New UTAITY LINES PVT4 w9! y ` F / \ L0118 BLo00 ,I9a� O0010'•� 5alW. .E..oLCityoI F �QUIN �` • ��I[ r0we-SAN.eEv.ER Ooel•HlF 4� 'a aWE�-5uae -- '!' •� tp01 ionE aAw r' a 1Cehri3ti• m U,W W•• i§l •G' r�,� ---_-� I'PVG SANITARY SlWER NNr•ILF �(-- 'M.-. �$� - _ I. - - • --. 1� EI, I f 0u- edl•`^bpment W ZO,3 `63 1Y MN.. .1* r .__..1 • .Fi�is�P' I irwY,dw4 T. ' '1'191 __ 1. (A' n1n4I l ,•,. .I1..1 Servlr4sl C a i -JItr PVC.9.VaiARv9fwER trr Ny LF Idl I .7- ,gu Ilp6, u ILA WNL 2••PVC SANITARY SEWER ISIS 1M-)LF 114 .h 0 0111 4^i - - -� emiil-IaL313IN 000as.00 N •' rPVCYVATER LINE 1.007.11-)LF tt 107, 7R�J=CA ILP'•' T3 = a`�'�1�' m.o-US R_ a b1111 -+-1WARNING TAPE s'PVC-RASl ) "^ i _-.__-_ 1�� * �� ( Date 7019.07.'6 a �•£- GRADE LOW 18.0499-T « '1• IGRADS :II 1 �..W ii �L-••IIx • I'M itaxots�hei0 , NEVENOTES I.,I �-( ��� cvr Tl,r r TTI I T .CR CDYap elanrc r.a•PVC ILBOW-rewee L Ir I T F bfi2 aFnls 0Ren IrrAnnICATrn0 _ l-!- I I ,",= Mw. ..11.ErA.hn 1 3 IIEH er•SAN.SEWER MN 1 I n •v3•�� I / r�0 YROI SIIUPIAINC YLA'l.A llIDG E LF• "`b1. 1.111 �EAIST.Ar SAN SEWER MM :�. // / : iSessP / / m L' w� � 'WD rsrM'-DUCTAETEE-WATER / " �rem nor 0,1.7 _ yy- •' - Er.9p'.DUCTILE ELBOW WATER 1 /// ;%//////// ////./ / fr 1468 J'G^NpsssA a ES *DISTANCE FROM WALL TO ENO DF F ET 3r PVC ELBOW GAS ' % // IMLAU RET FROM MAIC,TIO oiPEE O 18'43'.PVC TEE.Gap. 1 '_ •:' ._•. %�`r/// //dE_•.P E# IIiI g= 01 WtACKFT FROM WMA T()RIPE. __._.___ "_ // // // • I 11 ..- mop uc w w.N+hr 00 CLEAROLII II • �aM • ��1 i M2 # .n MOOR COLOR y�� e« All �A .'I:It i TQM ®'-" TYPICAL METER INSTALLATION AT BUILDING •^,� !I I ., - cnl reMv!`: .AELENNa IPII -•-SToST TAMS API o V' 1. - 9455 I, ?- il' �� aL I 1 F1 . :' a ,rcw, GAT s Ria. d 0,,AT VINE TC PALMA. I I I, vw / I 5 - LLu f MOVE 000.110 00100000 BUILDING 1:11110 rt 4. ► I _ p __._. r•�Q'• I I I • w`. c•Gwx16• m 1• PAII -_ use VALVE Aml-rA LWACILET Oa RBE. I I pp® �j1 11011.1 l I l i .-saYY7 rve• • Q / L i• ' rNT1 CO0SI:V=R ua' 000ABRCA1ED 0900 ■ /Y1 �W AEP I .I. O' 'q CAS[1041.4 RmPaim 1511. RA:7 IT ..r I .1�E4 _ MO I I I ,,.-.•,.,• ••1 ✓./ /E' `.,�-- ..�_� [W um tame -.�_J • C r 01 0 - 11 .Fru - wi E J. 7meter ....MOM nLR / J COATED so.le MAY.Att IO.AtMO.100 . E OWIEN DIRCINO Www h• lAL•' .JI� � ...OM MOW DGonUR MO ¢, u_a WIY.A[COO:SING AVw'to ASIC lA J / •AEIfR rR •vo 9 _,E��I.11Py_�I. •iv,. 3 ‘,.....1.4- • W,TAIL�• ./�E^�IMT .-^l r ", • r--.....",,-_, nA.TE:.xN r, .1 TlAP`WG'A E n 10 7 rR"x12 2 E'-.E'CELO:I LSIPo n OP WAL URACkE l v�V 1 jQx do"i4 1--;r P t-h ]I'�r�j�U IEITwwtia a 04040 r_ _ 1L wla v misnuc,a _ I4. ALL V,uRA v �e RAISIEO SWAM C OPi fT PrNt< Altl••}TmLQT- ttOCAIFOR_ - iF -, `� UTILITY PLAN 1 o ,RTRA1 N M tlei / .41FSi••ylone5 mar or reR.kon e^cMPM F•mvIWrn risers check uk1 Ta,W3e1 a•Prem.. C TENT '-' mINrSMa1k'n. 4 •LOCAWj.Jinn model m Wan,Mor. slim TM 601115 a 3--6'dnvanao. SOUTH PADRE ISLAND DRIVE OU TI 1.TY PLAN o NIN R."""*aul 1..P PROJECT TS,.Ae1 Nn, 0.;01010 MA CTS 11100000 alum Ino 1000. .-1PARIC-ROXD-221---- -__._.. 11 1.. C.r 5 .-.. _____ __ --. . .. 1111. nulls 7!•100•R.O.A. ___-. _ - �. _ - _ _ - - _ cnlwo-,7011 A i I l0 /,/5 - - I .\ V \ - 1. RIAPAi RM ALT 1 0 i OIIRIR CRAFT ALLEY g PROR / A3! x 0 SSM d \ 0 -A /• / 3 et NN.l i C`L �.i \\ d 1M1 atr• <�i��I Z N „ - - / TOe10Ar Eld\ i \\ r mva .rte ALIQNMENT 1 M //� N rc X 'd ,N ',), : 14_ ' I n�nmenl�i.= .= 1.n=n kl"'��91i ‘, rc WN-ZF t•~-T'r;')0111212211.- .1 -:% I 1::4 I 11 I I I I 1 I I I i // PROP.PRrv.rER V.`,`, �_ C\/� / i soaaE sax.sEWEn "RJ. F U ct0 O F III I - AI I r I`!;'I I�'J_`I� I I I a i �i' LINE Rp Oex '' � i`<-a� �\,.. m 4 V J Z N Y 1111 '}II I 9 ...0. `he` ' ae LF \ 4 �� 12M-12 _ YT'�- _ .L I L ii , �4�" .- .. .. '''�..-------',Z. \ J 7W� I , � �d}� J L - -,wary .. P 7._.. _ PROP. , Q 0 V 0 t H -. _.- - _ 'S. MANHOLE _ ,s PLAN!PROFILE m N>0 0 6 �A�, __ a a ©ALIGNMENT 1 E"ma ®ALIGNMENT LOCATION R EXISTING PROP.- h 1 9cNc ' Qt] a ®ALIGNMENT , MANHOLE 446. N .- OTE. SEWER LINE SHALL NOI AL A „ 1:11 IIJ-W III- u MNQ ,0, NEAR/ON WET AND AREAS III II( 1191"1-='!"1-'' ` "1-' Mg �iII 117 II m I II STI-lll:-l�IIIII W III _.1 9 .= 111IB=m1 IN 4s R''9/-87ORMWATER ° !EWER LINEDigitally signed by Jalal W �I Ws M. H.All Saleh,P.E. PROP.PRIVATE 9" 0 r P] 3 %=`, PLANS ARE RELEASED FOR S / CORPS SAN SEWER 6E%.ROA - W, (y ailCONSTRUCTION DN:cn=Jalal M.H.Ali Saleh, I LINE FN000N ELOPE s m Z DEVELOPMENT SERVICES P.E.,o=City of Corpus �° -- °i n a a c' City of r„m...0 sRARS.ERP Christi,ou=Development X '� w a m m ,,..,. , 1 COr1xlE 0.%e--nd.,"". M -,066i 1a Z to P o I ChrlsU MC 3 3 5 F(Aug.7016) Services, Z -21 In agn 1 email=jalals@cctexas.com, Z Z r v E�_ c=US .m As All public MtnholeE from O W W 0 In I'i Date:2019.07.1618:05:15 Station 0+00 • Q CZ I-o- 1",r, I^ IAre S in ,eter re UIaN uEa rv5�1 I ._ I__ 460.05 1 L�.- __ L 4 — — --I m t W w a' !gx -- — _E--- — --,L - -- -- T o Zm3 Eg§ TOFr.It • MEG.PRNATE,C!ORM MN. Evill LINE�p,II�109 LP I �, °. s Q ( nems+.�r`n�rte."'list nMNn=n=r�nW n=e�n�n K V t. <0 E 2 N4 e \� \ ALIGNME4T 2 .. I c a s'a _ -- ----------------- PLOP, D Bg TSp / I EL..T w , 7n C= Som �. iE 16PLAN&PROFILE 9' 2 8 Q 2 O SCALE 15 ENT 2 a yNE = I5 „ ,o,-... PROP rERMTNlO MOP. e+s S MANHOLE / ORAOe a MK] C MIWIDLE NMJ 7 E1 ISI ¶� RIS IIS! p7I� 'S� �jI ,�j� .9095 ,.. �._, kI11 lou� IW ��--Ili'' 161 IWI-j11W"�Ll WI Wl II 11�..JU W_..tW1 u I L- It ,.IYI �,IW. �- -Iuui -� -IIIA�-_-�DLII 1111 I--111!1 -III!I�illll� I��II.11-�1WI II-10� a yE .. \.�t� Eiiiii Ilir.•.iiii M11,-, l'Il lir! r1�l �ldmni,,,,mll �iifii-11111l4lliiii�Ilml mt IIiR1,-;1I Alli �IIII Film .l�illVmuulIDllll g11771l -.111111- 111 :1iIIi-nlr 11 ---Im Ill =m1kir - 11 -1>7 I .E,4 D. a / L PAOP.PAZ"::,O- �� fi• LINE7t 008.SEv7ER 107E 00.092 E_t Or LP -S % k i_)_<1a 69D 6.Q. �910 .9LEALIGNMENT 1 6 Z CLIENT S 19' ,„,RR,w�RNASR tlNEET NO. PROJECT N.'. C5. 1 ENO.RO,B.O'/o ■It — ppA-AC - : I CARIB CRAPI'AU.E7O - - Z o 1 ALIGNMENT ';\ - i N K •x a� T 7..o.�llr- -�h * E W N-Z F i v/i ' ry l . ./ lrI �..i 4 1 Ir IJ 1 1 1 T1 1 1 1 1 1 1 1t W �O� - �1 o- i._. x1 / 11 lzL 1 r��; I r l L.3,f 1"`?J I I I , ii 7'x Q y J 0 5 re 1 'r'-i."1 I ,•:r R - 1 — — �I Q Da DI w5 -PADRFND-112- D IE .- a 0 ()ALIGNMENT LOCATION stor TWO GM =RT�NrRRP.rRONAI 1 U NO .SERER UNE SHALL NOT BE ```` R d ///���PROP SDR:62.' N NEAR/ON REILAND AREAS Afl, 66 0114 PALMIRA AVE �OOVA'SLOPELINE s -& ...or% TOF7Sf 1440 EL PL.-lo - r I P `� 1 I . -._. 1 ALIGNMENT 3 r di 6 - gli r� —,-- - - -- - - gS a- - - - - - 0ID m 0 4.907 ACRE TRACT P W Q N ;R wNID 3:g -__..--- 01.1/ ,I, DLOCK ISL LOTS lit I, !. I \L l` w N N D g`:A PADRE. ISLAND No.1 Z N O p Z OwXm €ia a _WETLAND ¢t-O ae * , * \i/ �I. I. / REASEDGE I ,i,' ''' Z F.a F. oWpm ks§ Iitl, lit' \i/ --_--cir t -t- _ri-- N it N mg ti - eI �..-\- 1 01 7balWP 8Y 1 _- .� '\ �r vl/ I. �i. ,L vV Li z 0 3 Eei 11 1 >oa -.r R 1,IA- 1' V/ 1 ' : lag \l, ,i AI/ . \L * \l/ J/ ‘1.,,,I � a. xi, al // U•1 • • i- abs I R of ; ;• ti 7! / `IIS' �' u I / \fr \i/ i I .4 , . I, 1 �I: I: L. 1. \l/ na I . _I ' 1n All public Manholes from Station 0+00 Are 5'in diameter PLAN&PROFILE tt ' OALIGNMENT 3 a - , 1 PnOP. t ttELr.L5 u MNlNOLF . it ' EXISTING '� '�! N GR DE rAtu • 1,- ...... 9095 ➢1- 1 III IIllIA1 ll111111 11111 111`1' IV1 VV 4111E 111 --11111 11 111---101 lllll- II� Illi IIIA=1➢1G ➢III-[li �1-`1111 DI�' �II 111 -411111 IIV1 ilVl 11-�1 "':^; .0 '11111 RI-=1 1[nf--1� 741=1111-Im11111M!1-111 111=In1=1111=-1fi 1Nir�11111 111,1m llol m1=m1 X11'=llfi IIV--i111�111-AITil 111=:'fi111111rm11Wmr=11m1➢P Digitally signed by Jalal M.H.Ali Saleh,P.E. IINf AR!Anus[o rd a A �/ y_M1_.'girl rRPnION DN:cn=Jalal M.H.All Saleh, _PROP.SELP2A 2.0 rd/nj /1£. orvoonic=Ai$At5s P.E.,O=CIty of Corpus / SAN. o!%SLOPEIINE cuyor .,..w. Christi,ou=Developmentav 1190 EL c'r= :',.,`""'„a1, Services, Rx x email jalals@cctexas.com, ALIGNMENT 3 c=US Oa iiiiii ETA. t+Go Date:2019.07.16 18:05:50 - ---- ----- _cilcril._ -05'00' ».«.... 1T NUMBER[ _ELT NC. BER C5.2 — — — — coo.ao,a AFL Mill. jf1 1 _ "`{ 1 1 � „a I CURIE cRAvr east I13 II 25 N 1 �+ALIONME NT 3 �\ !� ���� I — I ='N X 5 I_.-I. : WN�DW y r �;^*a:4, I'�(1' 7_I .I.I. I\'I I I I I I I I I I I 1 W E 0 i Z F II:I4,.. ,4 ..II`F`—.,' 1 1-, I r l f'.1 r'rI� 1 1 I 1 Z Qa-90 I11� E t J11 U agrig�Ea�i,E,;I r� �f" !, r�i' 11^� Y1^�ri [ --- a J3—gum rrsrur ID N 0 a m 4 -PAoaeO-Es- OQaO °ALIIGNNMENT LOCATION a SCALEI IPO N NOTE.SEVER LINE SHALL NO f BE PROP,SLAM.24 - EAR/ON WEILANO AflEAs. _ SEWER UNE 8 PA1.A71R11 AVECOR%SLOPE 4E0 FL 9. i F�LIGNMENT 3 , s6 ". .N00°43'54"E tam I. > Ztn 3 S E4P 4 4131'10 L. WL00:103 10. I; .I: J. A/ `.L ; L 1 I 4 \I,' Z w N o Bap I] Z W'I x l' ii:b I. I, I \I' ,I' 4 4, /J VS ToVE I \I, ,I. "I, Z W 0.1-N s`a 1 _ / _._ -._._-__.___ —_I I pW0 i8' T -I- a rcrQ-m ;ai N ,UWW.. i8 I, I, 4. 'l; .1r J.' I - .L v:' 'l' '4,- W Z P 3 pi w >6 Ogs 1-....v4' y •1, 4/ W 4' 4/ 4' 4, 4, m a Ag! 1, 4/ ..y. -.I; 4: 4, � 4, �• �, 4 I> L a. C4$: /' F es! �% 44.0z0.0. =`s I; '4, 4/ y, A, ,,/ 4/ 4/ 4, Jk/ 4, V 1$ J I 4/ '-1 ,1, L .I, 1, .1; ,I,, I J, >' v !Y PLAN Pt PROFILE ,S 8 OALIGNMENT 3 H eR. ,EXISTING � —lf _ W li 'li 1[111 til 11111 IM1` III X11111 _1HIMli=I 'AIM 11 111 I l 4 ,°ts L4# ,l� �I m4=�II111�j)111�I�'����11�I )USI-7I11[� 11111 �al�l I III-=��p II'f�����r I I �p L j� l m_ Digitally signed by Jalal mill mr .11fllk t-T,Im Illi`=11111-1 1 IIT 11111 11111 -l'�111t llartll11`11 <f1lfll lll� -11P1 Il11 IIIA_-=11111 P oll-t-Aril- -.11111 �llfir (I 'll '41fIL oriWo 1 M.H.Ali Saleh,P.E. /k cION ',77i:Asm EOa DN:cn=Jalal M.H.Ali Saleh, ° ,0000.500]6 z<- • / SAN.SEWERLINE 1/A718111. ri 13 El 01011000'Nt SERVICES P.E.,o=City of Corpus l 000%SLOPE City of Christi,ou=Development4. ; 1 J90 FL J .,„ EiTris`1`I °�,R,`"::::'ro:" Services, 'x ,x emall=jalals@cctexas.com, ALIGNMENT 3 C=US ",v STA 2+00 Date:2019.07.1618:06:45 ...CENT -05'00' .,s _•".......O M- -Er-SIM N"M'00'A C5.3 iEP'Ikpr PAIN - L1 `•_8 CORM CRAFT ALLEY - - a Z AL I4GNM ENT 3� II JII 1 a vti ,—-'--- .... -Y---. -. y11 a\ I 1 : _. - ____ 1 W N-Z I- ��!! �I1'I l ISI I IT i,r I. I I= 1,1_1 1 1 1 1 1 1 1 1 1 1 w a CI l- IlliMIDI _ ✓ �I r5I I I 1 f 1 I /I I I I Z Q�JGF ` I{, � a , m -11"--, I� I J Ex ZamN AAA 1 X4-',2 SIR 1LT [ ! a 'a a o m 69 Y w ®ALIGNMLNI LOCATION 9 0oma0 A sNL ,So a v O E. SEN£•LINE SHALL N, - �� 111- PROP.sDRzo-z.- NEAR/ON WET.AND AREAS. ['ALMIRA AVE /SAN.SEWER LINE —if TTrT: ITrTTM :h: T1TrT:1± m CO CO - 'n zyw t` wao 1� e I. 1,1 3111,a .'o a.l' 'I. A• J, I, A' y '4' I. I.. I' w m m m it! Z Z-,w IIT XU01 a0s .1 .1, i1, 'I J,' •1' ...' r 000a '4' '.. I o z o-1-4 a.; p owa� Ws 717- `Jrr--17 -t>-- -Lb -----d, -N-NE. Ili -I, K Q N J N p�? /I) 3 4 MCP R'.. - Mum- ;aa .I- .L .L' .I, l' �L -.- \I,, L m 2 m 3 `'a o: Q- Os,. >O .1 .1. 4L .I, 1'" 4. y .L yl-' . .L I: .. IC v g$! C. y. 1, 1- .L A. .1; 1 .L '4, a tz. F bas gis IE PLAN k PROFILE a 8 °AALIGNMENT 3 A rEAI9T,N0 a .. Digitally signed by Jalal � N.F.--, t. 'uoE - - 7 _I I � BLS=LI VIII�lllf; IVII aVVI-1VI IIIV=1V1 IIVI, VF'=VIIp +ILII �I�IV �1VII iV1`=�1VIL VIII=�llll >I11=L11 �ll�uul -_-uVhll1-1�IL� - I�-�l(-�1< �;a:",,�- M.H.Ali Saleh,P.E. '1` X81- 1A11111-11VIm1111 :IV11Mili 1fl11f=IVV -11111-V11 IIV VVII-ffi Illlllf-.IIVll==111111-�VIIL-�IIm lit.vVIV=_ IV16111=1VV IIII[_�IIG7VIV IV=flll 11f .`lltilPr` `I-�'-- l _ A / P,AN,R,001IA,IO,p, DN:cn=Jalal M.H.Ali iAllii / PONStTKIpN Saleh,P.E.,o=City of R I I IP LL /71.7,4Z2.`11% /L. DEv,,,,,'NI,IRV,PF9 Corpus Christi, ,.,,,,SLOPE �I`D JO[ ou=Development s / nOPL Christi [IANua 70161' j Services, 'x `x emall=jalals@cctexas.co ALIGNMENT 3 -'P ST4 3+00 m,c=US Date:2019.07.16 .—_CI,a;�„e 18:07:30-05'00' -” 6r_E E'N'1. ''..," C5.4 _S^,0.ag2_w_.4. } O i. D �,i w<�o D 1 i M I OleEl.p ; SZ a �' It t:1 5tL ' II ;l a r0 , „i -H. hr.. A f„�-- DA' u <yl alto aCn 3 3 talo p / , m N n N K v C 3 j 3 N .z ` ,I I I ...„I N OivDtin 4Do _., :,, 2. O � n N -• r1ii , a C. �0A I t::..y rn a xm.- z —r 'I H °'D-0 rn I I�'�`1- n T z I I: I_ 1 (../.1 4 4 4 Q N 4 4 I 1 ...-7.'- 1 I L _ _, r— I �` 14,- . ', — x STA a.ao F I _ \ L j I ARE - _- L L L I I =1 4 c L is 1 _, I� L F 1 L II I s 4- L 4 L 1 I L L ,i7. ' 1 1 F F F 1 I e F L 1 _ I 1 D : , I r x F F L 1 F --$ _i n° 1 Z 'af=g 1 i %I$ --i c G E• I (...3y "r 1 4- 4 � _ I 1 t Ex?o F L L 1 - ^� a MpIlF l MEI ill' 4- L L �1 i IGp ;Oil611 Q4.• L 4 8 L I . I ;IIIE 1 t i!1— F F F 1L I 711 I ILi L L q L _T I I i L L li F F F �I Mil lli X'Ar I Aft !1 sr�..m C L 1 1 I _ II i TBPE FIRM REGISTRATION NO. F-74B 1 °y g n D }R BALL' CENTER F., 0 y r C u� EN, 4a`� l>i'�+ VANGUARD ENGINEERING6ai >2 c ` ,s.^ g9! 4019 EAST EXPRESSWAY 83 16401 SOUTH PADRE ISLAND Aj s S!1; _ WESLACO,TX. 78596 DRIVE(PARK RD 221 +IR N ; " g � BLOCK PIA; LOT (R go i 19561 54-5. D i ,' „ 0 PADRE ISLAND ND.1 (Jl uF. nn.$no ARMPIT a'AC ARMS..CALMER Mnna SEAT.. a no MAN.AML:i rs on.n.TO CORPUS CHRISTI,TEXAS 4 , r Axes" o0A"`..0 0.,'M"A•N 0°S.ACo'rmou°CncR•X,T,,7.,407a'+MHC(.i tot•aoua O AE 0 3 - ---____— I i - CHRIS CMPr ALLEY a a ZQ 7ALIGNMENT 3I \ J,., �" ALIGNMENT ,\ r [1 ____ N N R .X 1r1 �� Illy ,r t I; ti 1.4,....( 1 i I I I ( 1 a ,0FZl Iii %,' 11 IL_.A 11"\ I I` Iy l;'�,r 1?,1 I 1 I Z a�Oz6Fl 1 --t,---'. 11• W a Y Q- ITLiiiLtl [ I J 7—y l,P \ m N>0 p -PADRE--RD-22- - ------ _--- m 0ALIGNMENT LOCATION 1 °�D v I PAI.MIRA AVE 1SCALE 1.150 ' \ N 0 E:SEMS'UNE SHALL NOT-,T - ` '5/ EAR/ON WEILANO AREAS E Nt R 1'L11n� ` PIIM'EORES= / - 1 I OAEIL KO�IE —iLTLT — — — SI-- w-i+�-�a-�a-�n a�+s M W IM W M.MIP.MA MK a M. _ __.- _— .._._1_._.___ I --' � AIG MENT3 ' s gi m Z 2 'i'R 11. WN0 _ d/ \� 4- 4, 4 \l/ L 1' y' Aa W m m m g" PROP. a r OAS LINEN I dat. I 0 ��XN E IS \I, '4' \L' \I: \I `J, L I A/ ZO Z EL I-d ip 1 L -I 1_ OWO_ 'IEq§ nr MO M. 1 , I I N ]W m N 116x 4' \I' \l/ �. \li J/ \L \l. I I W Z N 3 ;= \ vgI B, >O 24 F O L' `4,' '1/ vI, r 4, re iii \ I i \ Fri jjy,, �� I,', \l/ W ' ' W i•�e `\i ' f/ X I 1' \I,' J/ 4-' \ ,1-‘ \l I \I,, I I r Ex \ I 1 , Fs PLAN&PROFILE g g N 8 0 ALIGNMENT 3 4 4 sc. 1.5i73' y Cell WM MY EXISTING Digitally signed by Jalal _ . RA°E '°'S M.H.Ali Saleh P.E. [11--111117]117.111171.1111—Zf11—II Wh=,1111 �llll'-=11�1 lilt III VI Vll 11111,=11 'II= f 1-= SII BIW -I]J tIIDAlIL--1U I ff_ = r t -1 1 1 -=111 !u[ s.„a Mfr 1111 VP 11111 ..fill IIIIIr=1>I11 11111 ul=1111 11T:Ri-ia X1177. '..�nl.., -:iii.-..Ills .IIm Kia -l11 _- i1i :,1�10111A1io1711111a F11111 11111 .mil.... 1_:..iu 1111 UMri gIff ' MANS MI 11.1IASI(I Me DN:cn=Jalal M.H.Ali ��('S ' 1 COXSISOCIION / ' OAS LIN NAPE 1 Saleh,P.E.,o=City of J / PNO,MINI SiAvi([5 EXIST.E'WATER OAS LINE rr Corpus Christi, IINEfAPMOXAMTE PR P.9ORlE-2a' �v,' iG. LOCATION) S} SAN.SEWER LINE C01 a,e ou=Development AE MRAIION AE r ^' 0�FSLOPE cn x,.SI,A�,,,PLL Services, 11q / email=jalals@cctexas.co `X YX. xl `X m,c=US I ALIGNMENT3 STA s+a0 Date:2019.07.16 -- 18:09:10-05'00' N a..EN ? Erns NUu EOT MBER c5j.6 ENO.S..WASP � *Witt ' ' :I aim�vurr Alar - - p g 7 Z I I ALIGNMENT 3 \ g^ m 1 H �Q �. N.PRW> _�\ tl. _ N—0 W I l lI i1 11 I <I,:i.xI zJ I I I I I I I I I I Ig U cc F W Ep�Z i i I . ,_i 1.1 1' _ CSI; I'I`.)-..P .I 1-i i I 1 Z Q'J 22 I I1, it , �„ U drcPlgi nN wr r.l .�.,I In 12. 1. _1 [ rrn [ J 3 O.—y W U r 4 N`l",.6■ c ,.'r S_.._?.__ -' _7 ......_ -.. • I. m W> 04 ®ALIGNMENT LOCATION_ 2 o0ma0 NE „RP 9 t`\ N U AiG PROP.SORl624. SF I'/ '- p & SAN.SEVER LINE CHRIS CRAEr ALLEY o.OA V,PRE AN FL -RIIII NMR—,.Mr.MN_S,—,:—,.—,.MN MN—R MN MN MN R—„MR M.,M::—,,MN_ N—N.R—a.—R IP GNP P ALIGNMENT 3 Al i LI .a 03 .4. z} N gS e Lr ioe. .00S,, nn., r W N a1 W ``d I e PAUR IpAMI W ti ■ I o zmr-o � v I I Z ZaFN di+F v W S:x 0 DWD' &,EqE '----- - - 1 F QN�N u2s al U W N U 181' ' 1 1 O ZQL3— 5:d I C Q 'at I C am1?.1i R d � 4 IRlT1AIl0 ? O. xi P —r— Fbds ,' • .•1-.. 4411Z.°1‘;:; I! tE 1 1 / / I \\\• F� PLAN&PROFILE ®ALIGNMENT 3 ! a SERF L> " Pr`:n !XISTING • GRADE :IDlKil --100- 111 11 1111 '010111--INI 1111 NII aEms,-11111 �.."�... 91l iWE = 11 !IW—I Jlp ]IWC-1011 WO 1W Wll I_ = 101 = 0- I I� +qyN E.A••� 1111 iII �'�" i ImI�:11o ,: 11'4111R x1111.. '.; = 7 �i--'ll 'E..MMP ill .Igo .ii : mih . :.«iz ii�l - J..Hf,,ill=, Digitally signed by Jalal /'-� PUNS ARF AMMO,NIA M.H.Ali Saleh,P.E. �� �� aysrRucEloN DN:cn=Jalal M.H.All Saleh, r MOI.SON2S•]A' SAN,S■LOP LMfi i ONLLOFNLNI SMALLS P.E.,o=City of Corpus / o.Om awn orrGr N.,PN„,»,P".,» Christi,ou=Development °'0f` argt ,A><r.,`°"Z" " Services, email=jalals@cctexas.com, ALIGNMENT 3 c=US ETA 6+00 Date:2019.07.1618:10:13 CLIENT -05'00' PROJECT N NNFl T N1O� N C5. / RH+ ppA-Agg .,• CHRIS CRAFT AuaY O •- •- _I i Z ax.1 • - N-Ow 1��' T,,~'I 117 I 1:,r.:,.,1 1 1 1 1 1 1 1 1 1 1 w I LI I i)` t 1:77.1.,:r; r ' W �oFz� ii — .t- 'r II t`_� �L . J. J";`,I� I I I ��oF zm .A.N ,i I IIIc ( w a Y ,Q_ 1 ., ill--U A ALIGNMENT LOCATION E ❑oNao ,AD v w N VOTE.SITEN UNE SHALL N R7F7f r:J PROP.SO - SAN. _ NEAR/ON WETLAND AREAS CI1R15 CRAFT ALLEY / E.BA 11.0FR E i/ Men MA■AMA=A M =A�a—B=..— — — —•- Aw=AA M..MA=A =A—,—n—"=IA—nNINA=IA—A=A=A—"=.=AM $ ALIGNMENT 3 8 s6 'I _ _ _ _ _ _ - - -'t- _ - - - - _ - m .3 0 03 I. a Z}RI it r Kao ..a6 w3Nro i.•; rn.oc+�S "g � Binn"'i'T 4 W N m N gid ^K'G I I Z W N aA! Z 17a !!a-s' z Zai .ss wW�N g.a Q F u,73 4g ir j' we 8Es 7, NWw' ;.< w Z03 5`3 K Q- `gAB 70 a F Q y`h os a 9 l m ir ,, II.) 0 . .g . ... PIAN it PROFILE °ALIGNMENT 3 ! f. 1 SME. :3 n WW1 NM Digitally signed by Jalal s IO"P�4'1 ExgTING M.H.Ali Saleh,P.E. QitW �W Intl IIW.ulu Ilu W5=AW;�Iuh,�u ii �Ilut 1556�Wu uw-11511 ‘ORADI IWt^uW I� u>ti. {u�u1 w lbw.-'41 UK ➢W, Lig Ik-in ;1)17-4-„uu Im-- .;,",'T:• MANS AAE'qtr.!,MR DN:en=Jalal M.H.Ali girt III.:.H1 ..L �F�,MIr-11 0°„it ..,WII,ffilb„���.� III II 1ID F ��, IIM W �ill_„it_ 1111,.11 = li 1> C- . COMM/010N Saleh,P.E.,o=City of ern "`"O"" Corpus---" Christi, / ern —c'"°f ""' SANt EWEq IINE ��� �i� Cmpla ou=Development B.04114 SLOPE Cb Ntl """"'"t'" ° w ' °"'"" '°' Services, w EL email=jalals@cctexas.com, ? t OATS•Am'I 12.am c=IJS X k ALIGNMENT 3 Date:2019.07.1618:10:59 STA 7+00 -05'00' CLIENT MowO"i qA"„[[B PNgOJE CT E $pg?r�Ei,, U«BEq C 5.8 _Lct.Z22OZO EMI !; ;* I AgEIRA-AYC CHINS coon'MUT 0 _ ZVI I1ALIGNE NT 3 .-Q fi,I_1IIL ; Narc .x wm-OF If4 ti I d :i I I,I, I I I I 1 I I I I I I I W p,_Z I � II*c-, � I I"I` t ( i .("y t t-.2, I I ! 'i °(c'_921 II E J11 �� 1, 1LiIi[ 1T (-37, J �J a: i___ J 7`Y W ..�. . ° p I._ ........._.. J6 -Teens-xo-ez- – ,_804x p a °ALIGNMENT LOCATION F, N DIE. S WE'LINE SHALL N i n PAM SIAM"' L', ISI NEAR/CN METLAND AREAS SAS.SMAS LISS CHRIS CRAFT ALLEYI 0.084 SLOPE _— NM FL —n—°— M.M.M.M.M.M.M..—"mss MIN.lin Mr Ms MI —sate..Mn Mn Mu M.Mn M.M.M.Ma MI.IM,—..M e ALIGNMENT 3 s IR TW CO: L7 CO Ira �gl �f, N w 3 m Ip e W0 m ° �'!n ..:,,4.5';:, Z W N N ,oY I i I Z L7�X h,a Z Zal-a 1_ l7 OW6N X s a..= -_-_.- a C461-0!1:11 'iR 7xEll 0 W 20,3 ,..`1 I a 17 gl LT W + _ �Q d 1- GS! F b�. M All public Manholes from Station 0+00 -S Are 5'in!diameter F �I AN At PROFILE Additional 5'diameter Manhole is required at station 7+45 —. ()Ali GNMENT 3 s 4 ' F NEE raRp.RA -EXISTING GRADEit. t _ =OU �--001 It01 sll - -1W1=11il1 II114 1111-1WV IWL ;IWL 401;..III iuu-�Wa=1ci-uu- WI-,W--W1=Iw--Jau=�u—wu:—_tom uW.imam_l—wl"-u - Digitally signed byJalal 9.-=11([ �- Ill1e>I:l,,,llll -,hII�,�,IIgI. I��;,;I�I, II��,,;;lm„Illf-,Y��;, I[II —ply„-�If1=�IIIV,->I�Ik,,,IN�,,,IDII,,;FII;,;;Ilill„ II�,,iI',-�Ipi loi, ID,°,,,II@;;,�If�,,,SII,,,II['I,,;I�B I�:i, ,,, � �,,, � ,� �� �� l ��; � ,I� I� rte- ..::�� M.H.Ali Saleh,P.E. �y DN:cn=Jalal M.H.Ali Saleh, INI nr �..rcpNsr.Nas P.E.,o=City of Corpus .no..anlus•x r�" f6- aAN,nnW[a UN[ aiyul Christi,ou=Development 0.01x SLOPE c117,:11 7,7,,..,,.,Nw,°I., Services, USE Ft email=jalals@tcctexas.com, "s '... _DeLE:-,,vL—ar:aLv— c=US x CYC ALIGNMENT 3 Date:2019.07.16 18:11:49 BTA 8+00 -05'00' nut NT NUMBER c 5 9 — — — — — °Sa:ao a.1ZaG 1-- -- I I -1111111 I — 1 p � '-y" di - S CRAFT ALLEY - - 0 0 } 1 ALIGN •• wN-�F 7/ i I 1•G 1 I-I 1,1_1 1 _Li 1 1 1 1 1 1 w rcpF-Z �,L„ ,tq> II.' "-I I"I I r n 1 I�i'' 1 1 I I Z QctJ OF I T 1._ ._.f-"}'o I I L: 1: „/ w Y Z,,,,-- 11,,_ I I 4i- a 4- N tllt- '-R F E - 11-'2.-1-1-1 (� [I I U ]QYNZ w w to • {- -PADRR-RD-22 _...- - _ Em a O (ALIGNMENT LOCATION o I REUE T,m ri N +� PROP.EWLIR.I - OWelaWiliMCHRIS' CRAFT ALLEY OmxRLSLOPENE ' SEWE IMO FL ■.MI 1.=.-.mi.M.M.M.M.M.Mi.M.M.M.MI.Mi. .M.M.M.M.—.—.—.—.EES•..—••m.Ems.—.. R ALIGNMENT 3 i !e f - - - e— - - - mS - - m tem Q Zy'a § .71 Rea ,2. w3Nto 1,1 „i.M,„ sill .LN�„I win 03 g.s H am -wx N €€ I Z Zara bib I-- r o-CI Qe3 I 1 F- NJN �R� DI 7Qmm €t€ I I 15L7ww-- i� w ZP3 'd K >0 R a g 4 eig UIEON I- abs t � f/1Eo XI pa PUN t PROr0.E a -----_ OALIGNMENT 3 !SCAtE 1.5 it N t;r /'EAISTWO 7" / GRADE .:'moi S, Y Digitally signed by Jalal fief:II,I li IIT;�,➢Tu;,�I RR 111;;11��,,,Iil[r, Q,m,�p�I -�Ii R° U I q„it I_�= II�1r9V1 - �I�I;R IIIA ,VIII, i mlllll'-�VI IVI=1�1 Mii �l �i„ 119y ill :III n z,,,,F iS! MANS ME RELEASED fOII M.H.All Saleh,P.E. • - CONSTRUCTION DN:cn=Jalal M.H.Ali Saleh, AP OfVELORM[NT SERVICES P.E.,o=City of Corpus RROP.SORI6 fA' �� (!E. CNyor ..,,,,..A..,I,. Christi,ou=Development SAN.SEWER LIRE °,o0%SLOPE EL cn n VaS:i1,:;;T,^ Services, DATE:..10,1 l2 2D email=jalals@cctexas.com, 6tx ?X C=US ALIGNMENT 3 Date:2019.07.1618:12:52 aTA 9+0o -05'00' CLIENT 'RRCCTT-rr. ---.-cROJECT .,,..E. 05.101 )4i_4 'I,ii ii -0 _ I — - -i 11►pAunniA!g { I q — CIIP Pr'ALLEY 0 Z 4' `''� ALIGNMENT 3 i i P1 ,e ! 'w i.: I II . ., I I:L ,i'!.., i 11 1 1 1 ; 1 1 I t C F 0002 i'1 -r J I I T L � I I,L I I i.Y,� Y�1 1 1 1 1 1 a Y J Z N i 1— — w,,_,—IL,':1 ii....ill-Till [ ii 0 -_l Q Oyu.N —0 m OALIGNMENT LOCATION °° a° A ¢ALE,ISONr•``\\ In D EMEENEW PREP,SCAM-, CHRIS CRAFT ALLFY o 471.' E lop FL U..MT MO.MI"M.M IM.M.M.M.M.M.M.M.t,"MI"MI M.M.M.—..Mn—..mac.NM..Mn M.M.M.M.IM"M ,'I ALIGNMENT 3 ee LI .g 'E.— —r — — — — — — — — m CO 7 r' EDS r Q<0' riS a bo BLOCK IA I` WeImEp gsg I I p ZWr0 aE. z4&,- � " Z D Xa g*b F OWON iga 0 X I I . Jour oip I I El f7 W" ieN • W Zm3 s'a C Q ?6i Z C i"� Et ll 4 i08 I L EL I'ip i 1- yga El o is PLAN&PROFILE a OAS ALIGNMENT 3 ! k EXISTING 1 NNS) i3II!d"+'ietJ"air gee OS13#11111601111311i�u 01 1111111 � ll uildili 11 ;liliop,W011:41 l 7Min-' Digitally signed by Jalal "'" '"" "" _ – ;"r 'In f ""Wf n'�Olim l"moi l�i'.!�'mn-- _ 7,,,,7,,t,".:10,,"'""" R1 AF FA:p N� M.H.Ali Saleh,P.E. �� ON:cn=Jalal M.H.All Saleh, rooP.SOIOE.N. �aae41► r . g nF ,,,NF u,v¢s P.E.,o=City of Corpus QA%ELOPEuNc /✓ City of ..,. Christi,ou=Development r�190FL c ";utl'" Services, ? :�� CII IGI uMIe S�I,.i��n,1pB i OAT E:�uE.'I �I email=Jalals@cctexas.com, `r' X ALIGNMENT 3 C=US STA 10+00 Date:2019.07.16 18:13:48 1 cu FN, -05'00 .131.111.1 qA"«e aRO�ECTn SHE_L—� N UNSER 05.1 1 —E_�AQL9,91n _ _ J,„4,1_1 :_,I, ,1_,..-,4,,I_3'I'I i .??4 I ptiftWAPPPAINIRA-AVT. - i k CHEN A Y I i. i 0 . • AM Z \ I I I ALIGNMENT 5 la ,..4‘ - iiii J -m-ow - 17, -Y:------°------,,Il'I' r--.-''--'- ri[ ri-- .„,,, , ,. , , ,,„ , „ „ „ __ I - IL - -- ,, 1 , r 1-T rr I , 11i1 - .— •' : - ' 0 , -r a =1-0 I IL III' Pill7 al (0>0 .j2a -. -- -- -_ -_ --..-.--. -PADRE-RD - -2Z- — - --- - — ocIma-g °ALIGNMENT LOCATION tt 0 KAU 1 MO in ea Ettitirttatili PROP.SORE.24. SAN SEVVER LINE -=7.1 - CHRIS CRAFT ALLEY OM%SLOPE > — - 1490 FL I.M.MIA M.MI.M.M.M.Mn MIN.M.NM.IMS•,-NM,M.-.MO= .M.Mn Mn M.IIIIM.M.M.M.M.M.M.M.IM. .NM P . g 4 ALIGNMENT 3 .!, LI !Is es gi - 13 CO Z>.0 ✓ E(OI :5a N 'i., 11 L'3it 2(T) L. al- A Z W 0 '-' ir 114 z ___1 r: Otdoe, (i6 II II a re)—(47,, Ivg r 4 ka i in NE.I u, 3/1 uk o, 6 LI 31-- iii:h vgi. >0 .L.„, 1 0- . a IT trsiX; ,..; PLAN A PROFILE °ALIGNMENT 3 StOtt:1:5 .., ..1 . ,. 90951 I foe-- - Digitally l ; Digitally signed by Jalal .12111 l'Or Iii”gtiiiiiirliiiMiliig,rtifirflgIniiiMnfligniiirfiliKliffir:4' --7!'-- iiiliN Eirtii17,-9Prliirpiniiiii 1-11r1IP rfir 1 Prijrn ,1,-11111. '011-00,• 1111.--11[11, 101 .110=10=11111=1-'--ni----Nr--- SUI- In,i M.H.All Saleh,P.E. AAP DN:cn=Jalal M.N.Ali Saleh, tf#rei. ..,..0 -TROT SORE& - 24. EWE ,,,LA,...,N,L,A,,,,, P.E.,o=City of Corpus / SAN.SEWER LINE City nE cAALA.A555A0.A5Ao nyn• Christi,ou=Development / i,,izi.,.!Lops Services, / ... email=jalals@cctexas.com, IX --,>, ALIGNMENT 3 E=US STA I 1+00 Date:2019.07.16 18:14:46 12,_trNIT -0500' ....,......P91-L...,,„,,, ZfrinEra4IT; , .., C5.1 2 , _CP•111.2P,,nzn num i 1 - rLU I o5_ - 1 i -- LF]OR+F WAr AVE E CIiRIR CMR A 0 ' -'I II`I r 1 1 I I zQ r -)I� .14 . f�I - ALIGNMENT �M INI 3I N Q E.. .x ''''. 'I N^0W ��T.. l''.. !ICf 111 - 1 -I-:l..I R1 11 I 1 1 1 1 1 1 I . w aOrZF 11� . :.illi-t, _ -1--1-,LI I r ;;P'1 1�1-4., 1 1 1 1 Z Qz c'Em 'I� , I m arc a fvi," .4Yr _"'11' C"._m ` HLtiT1l I ! 1 1-Q 0 a Y W N 7nSM1TrE ,--- m N>O0] PADRII-RIFPP-..... - - Q 0 m a a ()ALIGNMENT LOCATION a W 0 E. SERER LINE SNAIL - PROP.SOR29-24 E N , NEAR /ON WETLAND AREAS. SAN.SEWER LINE CHRIS CRAFT ALLEY 0.0914 SLOPE 1490 FL PP 1=44 n M MI.Mi.MP Nil.M..MP Mw-..M.M111-&=94=94 W MN.,M.M.NM„M M.NIN..NMP.M.-,.NII..M o— Li s ALIGNMENT 3 Ra -t - - - - - - - P1 g5 .- 0 CO I Z -m .e P w3Nm .;g 99. .f.it! 9i AO 7 4 WInI ID g's= 115 0xA r 9L0L, sv>m ' 0 W IOn €L4 II I II 2 17EX • UI. O WXF OWoN _ 5 K QN ., .E; O WNOlix Zm ogaW Q gY 0 1a axil E is 1 I I W IIn a zgc m has Eppa I EF Li% I PLAN&PROFILE ---- I ()ALIGNMENT 3 $ I 1 WALE L. a a cii) Digitally signed by Jalal IlliuuIli 1I.P_u -ami=ii iiIimp ui>=u1-Val Iu 1'�°- !-II_IMI n-i-�� mi��Iio !Ill iiii liIIrr uT 7i t I_;��1= � = = _ =_ --�F r :mo R. 1911- IIII-1111 VIII1m=II1 IIIm1 ml �--illi) 111 -11 VIII X11111111 11II-1111`-111=� � IIh f� -- -- __ M.H.All Saleh,P.E. .410 ';,,A",.,:::,="`"°" ANR AAI RILIAEAO E011 cDNSTRornoN DN:cn=Jalal M.H.All Saleh, e ue �� LO 9] OIAAIOPMf NE SERVICES P.E.,oth =City of Corpus r0ROP S / SAN.SEWER LINE rcuyor �,a,4,.49�,L. Christi,ou=Development / 1490 SLDPE BO FL (.1171 Vx99s�rplwl u :9ENM Services, 't,. email=jaials@cctexas.com, 1,( 1X ALIGNMENT 3 C=US 8...12+00 Date:2019.07.1618:15:54 rt it.NT -05'00' i .,REw C5.13 I_k.o gonts.zn___-__.. III LI -1 .W!, :T- - - ",Ay I I - A'p lRA fl �.a CHEEK MET AILEY 0 ` "'s,@ —I-I I 1 Tl- i Z R zi11 N\ IALIONMENT 3 I I I N K-X R-A r �.7,747,E..,- " II i I I L I 2 W N—a w I I �I "J /�:, If 11 ' <y 4>Iz6 IaJ 1 1 1 1 1 1 1 I I I W O ii =sk-=_ r'�%.I,:Y'l a `I-I'd: I,I 1 h�.„,t:. ,41 I 1 ' i Qcf3OF ITLUILtIL Qzm E�11- _ � Ee p i U a rc rl g ll: .a.. T- ' R - m mKOJQi -CACHE-11D-22 - -... - - a a m a 0 °ALIGNMENT LOCATION -` N u .SCSWE „n alp/ PROF.SCAM.2, SAM.SEWER ONE CHRIS CRAFT AL1.F,1'�1/50,MOPE uo EL R�n n MR M.MIN MA—R Ma M.M.ISR Ms M.M.MI.M5 Mu M•:MR.MI.—”MI*M.,111111,,—n M.M.MR ••M I ALIGNMENT 3 g6 -i_ - - - - m o m j Q z>�E IP r ream PIES ' W3mfl i.= Rich-xA�• '�gif5 .,.n..,> 4 W m m m =s= I z.5 I p z INr N €PY I I Z NRX' 5.! Zal-a := z w X •- 5><g 1= owum tab a aQm 75� m4WJm HR! OWma Sg7 nz w� W z m 3 5'a 1 rc >O Pi I Z a 3 IY 4 } 4 W itY Il. ti..ti. II-- il- ,,.§ S! ' Ir PLAN A'MEN ROFILE $ °ALIGNMENT 3 _ SCALE. Digitally signed by Jalal f r... „. M.H.Ali Saleh,P.E. t11111l 11 Il 0111N -1 I-AW-111111r- IIII 11 III=VIP _ it=101 111-_SII i _il IIW IIIIKIiI ,IAV IIID I If_q-I@i-�_II _tl6 it IIS=V� II N MANS ARE REIEASEDfOR DN:Cn=JaIaI M.H.Ah Iiiiirim lli�lli -.Ior1 ,111 __ml-- ll� l:-..I Ill. . '.RI lll9l!Il�: �[ :.i0-_VII .I I1 -111711011 .IIi11...:111V- .1111=-.illi -ILII....I�II.IIIII..IIIII III IIIII.. cONSIMECTION Saleh,P.E.,o=City of i w@ DEVELOPMENT SERVICES Corpus Christi, rSAN.SE 1],,I[ 'a i - Cityoftm;e.„a" ou=Development o"SPR LOPE r;;SiAP :; 2O1AIf Services, s^ email=jalals@cctexas.com 'x `x ALIGNMENT 3 STA 13+00 c=US Date:2019.07.1618:17:02 „„c„I`;n -05'00' PROJECTEP "RRi NP. ...... C5.1 4 mss guign CHRIS CIG:ALLEY 0 .P> T" I 1 TT? T z Px¢, j { ,,\ 1 ALIGNMENT 3 Q_ m '..-Vii, ,a\ 1 II I I N N a-. --...r. ?F'',17-7,,,, l .1 _..1—L L ISL 4 N^0 W & W 1 �` ' : 1 fel :<, i I I, 1`.1_I 1 1 1\ 1 I I I l it W (t 0I- ,I ° r' 11'*C._ '" 1 rr I I1 �1 1 ,1 ;1 I I Z Qm3 ZtFl1 1II- E II �, W °rc E 1 fI¢ I =a'-g= 11°' . s;,y,,,,,l '-',4-'7'.' i-s�" '" 11 [fl 111 L I ` p a U W 2 E - R ' Yr s w W E m to 0 � ._ ...-_.---.__--- E„,-, .Q _ PADRE-RD-22 _.. - - - — O CI a a OALIGNMENTLOCA I ION S9NE 1„o �,11, a v NO R LINE SHALL N. - F�1 N AR/ON WETLAND AREAS. atm S O PE 3- SAN.SEWER LINE CHRIfi CRAFT ALLEY /1.11x SLOPE // 1490 FL u a t!W M.M.Rau Mu Mu Mu 1110.— M.u Mu MIm MM.M. M.t!.MI.—..M IM..MN-..M.M.M.M MM. ..— ALIGNMENT 3 s l� — 2_— - gE M a Eo m , W v z .m r K -� am i,. i W 3",0 ., Z U.WXm lib Edam I-1 a 0 WXF- 7:p ill- 1 - Wu_ WE§ < Ir I- NEO VitTi2 IP zm3 -§ ' a E) lli >o x a 70 E Pb 1 LT `if W Q a rle has > li MI n /r PLAN&PROEILE °ALIGNMENT 3 e I SCALE 1:5 r N 2:' * ':Z r N Digitally signed by Jalal ANSI1 A PoAsr M.H.Ali Saleh,P.E. oRA1. ^ Nt N 111111 hn 11111. ki--11111111 -111100-tli !_o [i( IWt----IMP:-plu uu W m1 LID 1WI IuV uu u VI lto -1w1 III -I luu =111u-luu ml ll r-auu mu MANS E"E.[SEOEOII DN:cn=lalal M.H.All Ik IIIV—RI ;;IIIIIk111111W1111.. IIIC11111-: :,_11.,,,;11111C11111 IVllt .,,�- C,,,IVV,,, 11 lll— IVV,.,.IVV IV. ,aVV ,I1 I;;,VltliII,,,;:IVV„VVI,,,,�I,; IVII'�,-" , 111,�1t,-;111 , II,”;IIV,,�101 ]I,1 E°"sr^�^°"A Saleh,P.E.,o=City of A. ® �N"LOt"INO515"E" Corpus Christi, rPROP.SDR3b 1a- �� /ff. Cllr of ,..on'''''''''' , Rors SLOPE LANE CINpm a,o�"....N...,. -Development „Po FL Christi u1ES 1.SEA.Pn.>1511 / Services, s'A °A,f;_..... .7....2...,,,,_. email=jalals@cctexas.co sx �� ALIGNMENT 3 m,C=US STA 5a+00 Date:2019.07.16 2242 NO 18:18:13-05'00' IM— ",_mn. 05.15 _ -. __ -- .... _..------ ----- ---------—-- - - ENG.dOiLegPO 1. I, .,;'—+� —I'I1' 1 yE _- -C� CHRIS CRAFT ALLOT — — 1gy O 11 ,4Ft-i YL .;:sic,:t. IALIGNMENT 3 J.. N 4� I L ILLI J _—_._. .N.—.x C W N^O H p11 0 /lHl .> l.rl,, :.1 1 I i i I I I I I I i H reoI- I lk =ter ' ii �• - I— iC l J°[ 7:;rri',l 1 I I i 1_3-.1- W a V J Q N 1 [ 0 1 iI.If r]_i i-a._mcl ...y.1 ... __ Q OLIUO:[I nu Eur -3434- i..__ --_._ _.. ._ 0] N-- - O O 7 ._ - - a -PABXR-RD-[E- - - - --- p�m a 0 O ALIGNMENT LOCATION a 7 b 1 a 0 '11 I NO ' HER LINE SHALL NO BE Z - NEAR/ON NERANO AREAS aeOa.eORl0.3�' mOP.eAWNOLE , tt.l 6 L7/ PROP SEWER LINE ARM 8.21 TOI C R CHRIP CRAFT AlLE1 / awx[LOPI -423, G I =-- // 1400 FL II m. .—.me.ME.—.M.r..M.Mn IM.M.M.In.MI.an..,.MI —,'.MI.:�,:�:.MI;.MIr—> /t• ..,CCD 6 a R ! ALIGNMENT 3 a I I x' a a tilir !ts a m E']m a ZQtr . 5 ., 172 ACRES ".Fig a r w 3 N 10 1,.1 =ARr,v,wn8a II IL. WN-EOg`s= 8 `IeV �ws t 1 II a Z t7 X N g°h — � I Za0a a- o I o W •- 3a- I o v- s. I, e C QU1JN 1Pi II i W 0 W w- i8' I W ZCa3 5 =a lcb ( Q_ ;S 1 a >❑ I I a y� a 4 ��+ 1 Wae I m3p ta 1- s-..400, .i Ig 0 1111;;1 II I ag "i' PLAN&PROFILE Q �!' °ALIGNMENT 3 a 8 j PROP. H ,a '. [w[Twa uN ,a 90951 MANHOLE • e a �OeAO[ ,..,:.`C' ATl+6�R Digitally signed byJalal III{ lIIIf=p VIII99 IIIIpVIII Itilp WI1 IIII W Illlll 11111 pp�o�i�� IIW 1111=x,11111 Illlf IIIIIF [11p III1.W pVIII �p III4 1W IWi--uiPra BVI ~"e" M.H.Ali Saleh,P.E. ,d�II, Vud 11fflIp-,11??9 H1 �pppp1�m; n m 'W iriV pp..Imry ` IpI iII�IIII p pp -I� LLIIII _ IIII IWriW ILII I IIW�11 III -I e II- �. 1-I- �ll��nni•-an ��I� rt II III- �IIEMI niI� RIR I---011'4 IF III Inn-VIII---ni VII'-MII, IIR1--- II I,IRF=1111•"31 MI--nn I1��11111"-III I mN1O NAP . ve,K yll Sal h,=E o M.H.Ali glip Saleh,P E.,o=City of o' �� i� .-aeon.eoex•N. Corpus Christi, / BOB%SLOSOWER LIN[ F."9"'. o.o9x SLOPE 1 2x 4„eN ou vices, opment veo n Services, eail-j alalsaacctexas.com , ,c=US 'V x''` mALIGNMENT 3 Date:2019.07.1618:19:37n9 STA 14+90 -05'00' llQ��11 15 MabnouEc,[[" iiiumern 06,1 6 —... . .. _ _. _._ - -_ _ - _____—.__—_—_— -_. ____._.._. ..._.........._._.__._—_. ._.. _[in,..t lOynzn ___ ��i I�Ji� � ' tI f _ _ 'ALIGNMENT 5 I A ave �tI • 5CHRIS CRAFT ALLEY ALIGNMENT 4' 0 r zI a e r wN-pW ri r yz,.,, I ;:idill.,i I.,1,4_1 1 I 1 1 I I re E,I-Z - 11 F ,- dl 11'�L;-' �1 r-. I.r)-,',1:, l;t`•'f"?,1 1 1 1 1 Z DI l 'it._ _--_- E r SII /• w Iii -Q- U iP)�E I! N Ivrr eR € 4A• R _� �•r��l ^I�� � L 1 � ,-a-W U co -J_._._ _ _ ... _._._ ___.__.__ Rex ,_ — - - °ALIGNMENT LOCATIONoom aa Lr RP N U e C gSa A �.A I I I m m m g5� I' ��,rurwN. 1; W I n;iAIGI OI xl I p ,, li hi Q in 51 6 esv PaoriMo I Z a oims rn��'UNDEVELOPED ` i.R.i nclss, •,may _ ALIGNMENT15 t' j� w 3 CO io s.� R.owrcN \'�µ�n m,xR 7,s'� ° �� _a oe,.r SR,s n a _ g w m N. m g;2 ,RJ ALPF., () PROP.SS UN1 \ LIG nN!i No./'. , PROP•, S fiM 8 ® r5i.55 W-A Z m O TON aaJ• St MN-5 •• �rRN W N `GIA FL NIgp7 Q \% wa.sure,e.w R ALIGNMENT 4 FL..ear c ,� l / ,e». %`i''" v a Z i a -a aLrtr.n.4ar TON'Al' RLF= /��l 946 X h almRa:ualrsN N,ucm .. rr fs Z..g.n M..�.,�A=::�..M+<a>•RR MR. w=,s=..=,.�«amu�.,�..�„�,: '' ? p WX aEAN.S.v,ERLL. •� iW `J- _ `� WCN Sd HA a m F C QIp ; Z Z 1 R CE m gE` - �1 RSFL - - - - — - - - - - -I(_9 Lel SIAuON R W 1 0 Iu -ar F 7 Q-I N i RQ� R'.ee e77u I Z l' .' „ww—w a, ;Fax a_--fF—S_—se-- Is— No..—AmCLO.1LPk91 _ �_s._F_ U) .0. L NoII p 1,118 E Zas FooF—s_ — —i—S—i— U/ 0 .T a OEWHI ECAP f1LVD - I >C All publi anholes from Station 0+00 MI public Manholes fro ta=lon 0+00 a Q . i, F er a a Are S'in lame tr MET in diameter 8 ,e E E 15 re bpi n e = E ,o N ~ ,o N mN. ,n rIala a €2 r MOP. ... � T RE la — . �s'R fis . N 41.; `-.AA, �II` I �mni I I � W � � u mu—wmrutW yul JuOy� Ih P � � 0n III=� I42#mI!I - RTVI iIII7n4R-Ai - r�nn� l-M lmE-m III F- II a .4 ^s D r All public holes from a Mg 0+00 PROP.].-SORTS SAN.SEWER LINE Are 5'in, .e a,w a.,, / 410.00%SLOPE SS LF ,S. NL /S S �, / p w TLi / +./N omRRnlox •.. OUa a' KIFFIVINCNKA r,ni Lf 91s ne• uwA PLAN&PROFILE PLAN&PROFILE ' °ALIGNMENT 4 °ALIGNMEN I__5 � �� Digitally signed by Halal M.H.Ali NS ,r k N. 70W HH/����'���� rinNz nae enensen roa !a r'o TRUfTION Saleh,P.E. 4MW,laalinFVNLormenr SERVICES DN:en=Jalal M.H.Ali Saleh,P.E. g s o=City of Corpus Christi, • ' IN E,",—,1 wrterr.,unLon.ar:arn,w,imn ou=Development Services, ALIGNMENT Christi owls R ryAURmVn,51 email=jalals8occtexas.com, 4 6 5 c=US ntacN3_ Date:2019.07.16 18:20:51 M131.111.014 9•11.[(0HLLesee' -0500' °5 ijiL; CS.1 7 0 z g_ 01 t1915,10/1S;PITT e, N N E•X WN—OW W F EOZH WATERDISTR/BUT/ON SYSTEM GENERAL NOTES SEPARATION OF WATER ANC{YASTE/YATER LINES UNPA VEDAREAS ; PA(CEO AREAS W a Y J z N_ r PROPOSED WATER OSTRSSUTIPN SYSTEM SMALL BC IMI LLEO IN ACCORDANCE IBM Cr,Of CORPUS I. THE SEPARATION OR RATER AND ASTEWArCR LINES AND M(AICR0L USED SWILL RE IN ar Q Q. TOPSOIL ro et PIRw O •_J CHRISTI WATER MISCH DISTINBUIIO.v SKTrM STANDARDS. KCOC MIM MULES N RCGUuTIOHE TOR PArLO WATER SKICNS•Of YEWS NATURAL _ I Iron =Q 111= T ENC Car RESERVES ME RCMr ro ACCEPT THE SYSTEM FOR OPERATOR Ar ANT TALC.RUT ERC DATE O RESOURCEP.COMrRTAION CWMISSroN AND H(COY AI(p D[11M15 (M,...7...r.-7„....,o J f a^—(] OFFICIAL ACCEPTANCE Cr THE SYSTEM RRL BF UPON LOMPLCtroN CE M£"ROACH?ONO SAOrACTORr 2. RNENUYER RAMP a WASTEWATER LINES DOSS.ONE JOINT OF CLOD RLL WATER LRC SHALL eE R RNDC 00 R STS(Asn! J 8,-; 1 W TEST RESCI S ax/r/3/0 OLE ME WASTEWATER UNE Ix ADangR TO ANr RrouNEMrwrs As OH ETOL BY INV, INTO LIT J_• AY,.r OA CONCAVE A.g"r"r LATER m in>0 0] J. THE ERSrVG SYSTEM SHALL REMAIN PI SERVICE EMIL MC PROPOSED SYSTEM K OCT INTO 5ER,C(. A I —B J a THE CONTRACTOR SHALL PROTECT THE ERS,MD SYSTEM ON/11.Tr 15 THIN OUT PT SCARCE. MUM € D O m a a a. ME CONTRACTOR 5A(L',RNAs.,ALL MATERIAL.LABOR AND COWMEN"WARRED TO INSTALL THE CONTRACTOR MAY BC RCgnRCO BY IMC WATER ORRSIO5 rMPEC100 • OLwr STANK «n 000005(0 SYSTEM O SIHL CENTERED AgNA Of ORIGIN(IRON PIP(A)wAIERRE -r--,t \ tea' 5[MHLT/Os. u 1 U CROSSINGS Or EoTSTNG TMIAa000S PRDOLCT r1OPVNCs. ) EC Io N S resrML O ONES TSTER II TON ANO PRESSURED)SHALL BE CONE Or THE coNOACIOR UNDER THE d� I r: • i fSW zI0 tl SUPERVISION OF ME WATER ONION. RATER FOR raLNLL TOE NOR WSW LINE ANO PERFORMING TESTS yt, \I fix+ `Af IXMrnMTAZT'ON) AL BE EIMNSHCO r0 RE CONTACTOR Br DK Cr CO CORPUS C'NRSN IHCT A sCAle0ARD WATER J A Y 0 e CONST/UCION MEIER CONNECTION SrAMZRO WATER CONSTRUCTION METER AND CAUSE Al BE mete SURAE[ Yp SLVPLICO Or INC Car AFTER THE CONTRACTOR HAS PHO HL COLNArBLE FEES FOR THE RATER eq[Al[MM �i I n NUDES CONSTRUCTOR METER. Au WATER DiSCIMPCE MUST BE DECMORILATCD IN ACCORDANCE RM INRCE e NPDESREDOL,AIIDNS ,MONO II I IS We CONTRACTOR SHALL RECOVER AND STOCK-PEE ATA LOCATION OESOATEO BY ME WATER ORSION / CHARD a cIRNn ■y ` ~ INSPECTOR.ALL TYLE HYDRANTS Paten..WD!TAROS TAT ARE wax.WI Or SOW!'.!NESE H . SR Arts MOA •IN .••.•... S ,I� a AARNLS Ar BC SKLASE Br EHE On. 151 CO.ALL IRAK NOT GINNED B,r1,(Car PPO/TO TNr L. I C LI FINAL INSPECTION SNAIL BC DSROSED OF BY ENC CONTRACTOR �`KKK /�B OS J} Et,,,,,:_ I m i O M(CONTRACTOR SrMLL RUR ALL COST AssocurED RrH...mow REPAIRS OPHICH ROSES FROM AI- NS�nI / �� �� rm.AK L�CO f �tl TREEMATALF GLL P Br Mr CONTRACTOR) UPON CONNECTOR O POJECK ALL RATER LNFS PANT BC _ Z}Lp TREE of ALL PATCHES.Aro sPEts. ••' r REI Q I dig IC° e H(ANKIUL MS OF THE PROPOSED STSTEM INTO ME EMIRIL RAN-RUNE SHALL RE RECONNECTED AND IANn CRO o✓pE BE ANEW LROCR suAERLAsoN or De WATER MASON RSRECTw THE coNTRAcroR SHALL ruRNASH HL WATERL/NEM/N//IUM COVERREOU/REMENTS W 3 m AO i.a AEAIwRt W W N m AKERMLS ANO All FOIROMENI TIMI K PLOWED TO MANE IE-RS. CITY WAFER HOUR CREWS AL Hot le SCALE F,� NO' ALOE TAPS ON CRY ARS ARRANGED norm.,WATER DNSON INSPECTOR(rz HOUR NOMIUlONT Ln - Z in N a 0 nEg B. ALL EASOO WRAC(CONNECTORS NO ONTO RE ERISnNC wArERLPE SHALL Sr RECONNECTED Dr INC I ALL IwNs IN TIE SONE/SHALL AK A SAMOAN Or JB"OE LarEl _ ^ Z a x N a�LS CONTACTOR.INCLUONC RrlACOSnL EWSTRC BOER METERS. H SHAM RC THE CONTAErOYN SOLE COLOR AND RE/2"MNANAI DC/OW SACRAL*Al ALL PORTS AND I 'A.' U IDE Z PI:. 3': RESPONSRRLIPT TO NOM,ARO CODROLATE RTS THE WATER O05ON IMPCCIOR SAO RCCONHECRONS/ HAVE woe CLEARANCES IN ACCORDANCE WITH THE CALK DETM. Mv.r O 0�s T('ou. h <_ O W x "5Btl RClOUIONs N A RFC RE CONSIRAKIIOV TO AAriO DELA rS(No SEPARATE COSTS) E. ALL IRARSLSSON ARS(I)"DIALERER&AROSE)N TIE STREET - - i "Y- .•Ai)'w f A/L A j .Y OLIO—0 N YEE To ARMOR LENOM OF WORE IRON PIPE AOMCENI TO NTIWCS Ar RE REOORER AR ORECTEO Err THE SHILL AK AR"OP COLOR Ar ALL PONS. Y V)C f } W WATER ORISON ASPECTOR BASED ON CDNOTIONS FRCP/NITRO IN EMC TELD. RE CONTRACTOR SHLLL J ALL AWNS NOT UNDER THE STREET SHALL AK A MDALIVM or TYP.PIPE TRENCHING,BEDDING ANO g (41C/a-a °r Q of 1—4 0 7"i' UV O T P AS DIRECTED AND SHALL Br PATO AI DIE UNIT PRICE BO FOR He APPROMMTE SITE se-Or COTE'AT ALT ROOTS BACKF/LL FOR WATERLINE @ U X W W 40-101 MBE WATERLINE. A ARRA LMCIH TS OFRCB ASA SAME LOUrAW REOORRG Mr USE OF Two.TONES ORf U o m 7 A=N ILLI LESS .J TO SHILL _ Vr W W— ��� I I MOOR ADJUSTMENTS IN THE LOCATORS Or ArtRCS.ALES.FERE TYMANTS.CTC.CAN BC ANIKIPATED. NOTE.(CONCRETE PATEMEIET ONLY) o `e l7 Z N 3 "18 THE COTIRACTOR SHALL ARE SAO AMOR ADACSTMMIS AS DIRECTED Br ME PORKER AND/OR ARA W — g ORISON PSPECTOR AT NO*.CREASE O CONTRACT PNMT RATER ORISON AL RE NOOPEO PPOTT TO r T IF R.RIr 1r DI #Arn > E K >0 Eg5 A(cM.Nccs. 9,,,.I HA w., IC NIPPLES eE?OTEV nTlPrs ANTI v1,LCs ALONG ATMs SAL(RE OLCMF IRON. GENERAL NOTES FOR SAC/IP/LI V t a y TS. ALL DUCTILE IRON ARCS,CALKS..0 nrnNOS SHALL RE RRAM(0 RTH(2)nxCKN(SSES OF 8 Ma. TABLE I la9�j O I� �E+.o POLYETHYLENE AND SHALL B(RESTRARED WITH SAECALUC".MECHANICAL JOINT RESTART DP(NORECR BEDDING RMC/10 01 AF"rill FINAL ATLFR I 1.1! APPROVED(DUAL Al ALL TITIAN$CONCRETE MRUST BLOCKS SHALL BE PLACED BEITRI°ALL ASTIINCI (BrLOR PIPE 10 /2 050v,0/TI) (GREATER IAN 12"ABSLE P/FE) W gPb FACER,KKK LOCKeNG OR SRYEL FIIIP/C ARF LIAISED.UR(55 0TH[01ST SPEGIrOO By IM AIER ty d .2i0 ORISON ENDRE!. UNPAVED AREAS PAVED AREAS m 1 L OFFSETS ARE r0 RE OUCrac IRON PPE ASSEMBLES LOME,TOGETHER Br REIANER GLANDS.DUCrnr Tor,.F m c•e,w - O f' bsg RON BASK SHALL Br LOWED FOR ANY[WINCES R NMENr OP GRbr. VC.. RE rONTO WORN ///MC LABRAL mom re re IS M A WATER LRE 5 TO BE ABANDONED.THE CONTIMCTOR CAL Tal IH UONTRCLLEO LOW STRENGTH CRAWL nAvt P [D PT TRR LIRAS w NAIL.:VOW OR ROA+<*,OR IA WINO.Yw.PLt. " i cge MATERIAL.WAAFAL'BRAND OR(NONECR APPROVED MAL.TALKS RLL BE REAOKD OR Mao AS RLT [0 rrt Au r0 ro/)OWIL. - J tl ra REWIRED 8r WATER MASON INSPECTOR nLAN(S OAANTE er gP IOgm/DDP4[RRiu DARE.u m LAM pumr H p ,g re. dRILlS RI SALL CODROAIC WITH RATER OrRSON NSPECTOR AND PAW,ALL AFECICO[USTDYCRS N A O rwr fT LOOS(LRA rOr°MuSit ALKYD '" 9 p 0 w HOURS PROP 10 ALWI OP ERSIRC Ar(R sYSIELL MN CR,RLRr R sro P V O ? A•rx Ir BRIER OSIRRITOR SYSTEM SONDAROS CALL COECL NC AR"COLOR ON NAICRLRcs marl DEPTH kr A ARTY OR RN For 1AOCTUR 0500)HA N I F rACEED AA'COVER 10.AKIO OBSTRUCTION.THE u5(5 OP BENDS COAD Br REMPRID $n_ITT ON fsro A[I Hwy ,,,,LMr oIT r s0 Q u W Aro STIRS IR/I' Aro UT CONTRACTOR LOLL NUR ALL ENS WC LAMLOs Kcrsvw(DURRO LLL PHASES or coNSrREraAA. sw-IP C.-011 WET o SABURirkviAR.IDi M 0 IS. NEW ATER ANS 51,51 Br INSTALLED SO THAT PPE OMRFPLAT10N MARKINGS ARC LOCATED ON NE •.TO«r.�iNSH 2-WOT-We a O3a ro N IMMIX MON MA KR MON TOME, R u¢SI y( ,., /pl OF P/C PRE Mftrotr N 9,PIK O-xi.ro 10 Av N[SOusi+ARO ORS/OStKura F[e"o a0,CA wLov M v[LPD Bs.M IS Iii .� 20 ALT SCARCE!ARES TRADER MELON'SHALL BE ONE ARCH ISSUE MAW-TM,RMO. . T" A. m A} H115n,r;0 zm&&OS CAVLNIOCAPAALLeVE SS0 MBC RSL Iro PACT ro N,Oen, r VA ro _ °"01.."'m...... tfj MV GRNMRON O M exam.AaOttwr tr SPECIAL NOTE: c cast 000 01,trop ITCH.,.CARR a.J. ee OMPTR°0 Br mlwr 0500/R'N/a`RREONA LINTS IT OS CC E w- `ROAST�R;� MOWER SHALL CONEACT THE UNTIE DEPARTMENT w• Sx" a o e HMLC D<NCR NW SOL 3 b �F�1eYu5�J �I r r m EOE POORER VALET DESCH COORONATroN %O 0 / t (w AS REIT ORLON CSCALTTT R) 1/u� �K . .D;,SRD T. .r._;oTART/Awr a SM _ RENRDfrLRlIBeIDd IRA_ L�2L{ A_T • a 2.20I. T C,,.PROW 1_ WATER DETAILS iii SNAG. .H.rc o BI+LCT NET. UOI.AURoa NBRIT C 5.A U z g_ N Ccnsoornrs vaEo n. 12(.1 K •X POWISN[OmfrRf NM.PErrS.: ern" 'V. 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PSI CONCRETE COLUR(PROWL PIPE DIAMETER IUNNOE,Dw*AER Z Q Cr J p F AO.H151uExi3(18'MAx) • I J.000 RSI eCwCRETE CIXJIA IMNMN NOPE RNCS FOR T m.) R REINFnRCrurxi 1-1.NRS) SITETr<70 CLI y Z N RACE CONCRETE TO TOP OF cogen II I �REerR RnxraR¢NENT J-I Has) PLAT CONCRETE o FnP or cones) i n,c,ls* JB'x o s.1]• e U =a r tll= _ macs CON. 12.moo[ -.�� TATA.l'RAN J 7 ATT,? i\; _ N Eu RAIN• J SON � .cu s( = ups I'L�C"NI]-LluEzlL,,,m,5,7„,,,-;,..,,..... APPROVED COATINGS TABLE Q O W D E N I -:-.--' '>,a -:IIlIIIII11111 7 d" 44 , c 111 i1',��Iil11.R A RAs[wRwM ✓\\\\� err'3 ,04 R- III5IIIIIIMIII �� ,\,''*'7.I-•!*,..: VA51 y A, +�4:.: , c 111.1111 111111111N ETRE A MOO I-2) NO CME ANUFACTURER MODEL MAK-__ m m i p p \ ° /r c v J TY LNESTONE NSE OR *y-• ..:. LC' JJ SwLL TOP MICHNS 1VI THE EFrfOF, J11rCOAT 320 E J Q E MAL BKNFAL TO SE `7y�,ay t ! I[lI -- ( KOROAO nsF ABATER+! AM,D or\\ 1y''?� ;,J ay 4'` • ROOF 0E 1550 OWN ME m Q sEiL[o + R EAB ski��8b�� t e 1.A. 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Jv Aeo.E cor«ERlor. _ 05.05 y.} >ti y�r ALT nn rvcs SHALL S w� L SER w>s�.s.Ai zruw]n •;�K,�„d:e,5)' \, vS,"•>l E SDR]a n°muOWASLI NC SAF 1` DAY c PL/00000 nu.wan \ i $ e • lTW R5 h Orin) \( /n / _ WK.moons '0 • y: NO.REMR DONE 5 X �` ® P\\\ hen TMI uM.20 NK) , SF!000 LI I S ] LaxG000 000 \' �' sE.0 on"ARR P \a P ,G i L DEIUL \ ' 51 mwuvr RAH mlcB.rvEss• RI : \i , y� .�1`�aof` "1I LL� jam/ I� ,/ •s5o[s cNfoer Vie / i�� W AS NEONATE i5 RAN)T �_■ M REWIRED ITI"uR0 lF _ ...•.. IN• IY h n Z L7 w r N I fir .FOuwD0A1FR 5 PRESENT QOl1�l E- IP OUNOwAfER R PRf3nO - - Cawy,TSP S'OF 5000000E TO •- -' '� NCT TOP E'Or SolOs/AC 10 • ...1.1... '�-- TO ,z X P00tTM MAST AT 35 D"055 PR«FORtT+Sm ]R -.;.•Ti..•;..•.•_B tle = TO. Z Q,r a B ...TT M015T It,"DBVM \ I� .i -- • Y CN LP1MW SCOTTISH MIM DBIB ^S• V �1t tyJ• % U : Z Eg /—MH o0,:' mos 008RAs L�\ �, J�� 0.5 00 II O wxOh 3 •e•OQW 4p♦Y e w n" FIBERGLASS MANHOLE CONCRETE MANHOLE i�to ct x W F Q N_l N Ff SGLE Nor To w qqqq tg SoxO,UBE OR U 0 ]W m P 3 Y MANHOLE BOST .SHALL BE ECLi cicoLroi.OMW 1e• /�TERM.SPNAa.S.c - TL I. IS ZN .. 6-d V TN CONCRETE WSW_ OUTSIDE_ ETO BEND 0 W Q. 5A GROW;SLOPED+•/ET To w M.N. or M.N. ■i0N / E E O /ue PRDTECT«EOM .TO lOP ,,,,,MOLE HMT(IOERCLASS— Nom.PUNIER SLEEVE � _ �_ O 0505 Or URCEST MAMMA PIPE OP CONCAVE) 2I °.7s -r NT p Z iii ,•I� PR ] SE. *AEG SID,, I�_` J I,MHOS(IB'MAX.1 U 0Y E �� rn.PRO -BELL OF PRE �I- y, fill ..E(RPI PIP` /11111V \,`�� - a ii�L MWERF RAN \\ %of GROW. .......... BA! DNGR.0 � c UU\1 I ass xL s:x IN AcccwDnTCE semi arcs.SPECS. 3000 POT w,Ay US(PUOB[R SEAL+S T 5015 AMRO•rtb BR / B \ CONCP.000 n O,EcHOTI Ul C i u UT,DERMTM1YNT.(TPSww CO MPECONC ON CONCRETE OR '. J ' iii NSE a A TEO i.ERCIASS- 1A REAR OCULAR I< l J +.w.NMf TIE5,AT 1]'OC. W Pe" I WASTEWATER MANHOLE(BOTTOM) PIPE SEAL DETAIL oa no,TO SGLC ..... NOT 10 SCAM A_ a .' ...T.". __ MANHOLE PROTECTION IN UNPAVED AREAS o / SEAL �I RAGENERAL WASTEWATER CONSTRUCTION NOTES: (CULTIVATED/SPECIAL) V 3 g M C 111 CONTRACTOR OR 51NWT THE SITE Or 111E WORN AND E5KNNE LOCM COMMONS ..10 SG. N 1 TO Pr FREOuNTEPEO,1.IPPNRARMS TO ST MTICiFE nDfRW$AW FOES In RE e'cONC.COL - COPE AOJUSTu[xT RROS 5 N x[ O r OTHER RESEARCH THAT 5 NECESSARYT ENSUE[THAT,NF W R f N. :// _{� S, Cd H.R.)... CERSM+OS INE PROJECT AND K rm.AaARE 01'ALL H. (Te'uAL) +'Q t! MONDE trP)RESTRAINED `- CWD u+D '0 5 5 Wr or ENCOUNTERED OURNG ME LOLMSE or J� \ JONUFA O CONS URO ADHERE TOM ,CEO N[CUTAIOxa PER.to T.[wPRR]L, ,_ _ \ REuo. AND TRENCH SKF D C C oNs. r�A,v",�,\ j�T In 9Y 1.,;;a 15 LhP) J. ,N[CONTRACTORS RES...SBLE EOR ALL TNFr1C CONTROL ACO MAST ADHERE TO THE /.1,__ _, \ Q qAL LJ- /I_ . "ARA .ON ORM R TC CONTROL WACHS(WTCO). 1 J ` \ �nN15•I c ORAN1� A ORM.S5 Taof r. S M LIOMR0HC WTI 05 0.000004 WAIL WIKRNr55 Mom. BOO � PRONITED OR REONREO,OBERST...007100 SHALL.RE MSNMD TO mMSFAND CRWND / ■— q CPAD ONCRETE Ir HGD TRCSSURC UNDER All CONUngNS. 1000 PSI CONCRETE IT Y ^ S THE OM"A Or PE HALL PENETRATIONS BER PIPE CORED 1AN01+3SEAL DCSIN APPROAD SGLTHE f SNET Caclons nNE S�� I. I.4:7YY•`IJ:90 0 L N VSiaDo.TON�OR OLF RENT RCEIJEENNT J-tA MELT., COnLNlT[CDLUN N.RS)TRA (MNNOH) ✓� �� SECTION_ pc.,.. B. FONT Or oo...SJ .5oSo.I.41.11113![FTo TsTION NAT DE P0ECM1 ON cnouuo ._, SURA:.(.(PRO M i'OE WOODED 10 I.Mona...SFRNCE0 ' a SII([i el I tlUlE1 COrfiCRutlp'�NII"REfP EOR nPM�M.) L SENDS Wu BE DSOS 0 RM.NOH REWRAP O JOINTS ,, THE OHTT OP SHALL n VOC^ TE TME rOATNO M+ALL E0P(rSE,I CONCRETE REFORM DRALpf.00 J, WIT4M FORCE MN LOST K.NC W.THAN AS FROM PK6LLLEL.VAIN OOWWSTREAu nom ORECTNIH SURFACES,INCLUDING CORD,AREA.15+NHW.E WALLS AND M.ANNOIE REITE.R. MANHOLE PROTECTION IN UNPAVED AREAS T o FORCE MAIN DISCHARGE MANHOLE DETAIL e. RRocoREBMRErNwIASss M RxDLEs mm0AA.Nt onbm BETOOK ADHEATS00S D ATL MANUFACTURER (RESIDENTIAL) • 1 .1 P TNLNGUSS Is B[Tn .1 50 IE ALT 1HSMT HOT TO SCALE NOT To SGL[ OBS I00XCf I— DETAILS Cl.)E? T+FrrArTN 9NCET NCI. 0005NUMBER JE CT I .ER C5.E O z CONSLLrANTT SICK NC. N N Cr^)( FAP-116ERLRENPRISETON_DF_Elt!S1BIGJf ItCtS_NVICS: W N T-O W L:10R SHALL IIELII-vFNFT,HE 10101100,«4110014 0N0141ER.f1 LNf.RIM ELF.VAT100, W R•0 1-Z F µ00[0'(N LATERALS,LOCATIONS.SEES,AND 0111ER mrORLM00W NEEDED OW 1WA0111TATE EACH p Q,p D PROvTCE NEw a COCCI NTH 0101RE55 .-DA00 PSI 0,010010100,CTALrr1(PRIME -. 11,100 10 INSTALLING CONTROL 01 0100 0ROMR AING 0AMI1OLL REPn6.01 CONTRACTORMOLLZ Q y J Z 01 STEE (S.S.)oN ADS WM..INPLO5 WES,R REINFORCEMENT O-/1 BARS) NO TROLL O Wl PEo PPEir GNS o AK)MTS..0 vER r 8OVEC0100 i. f'.31 a p ri Q 141.110P.vO HOPE MIUi1MEN1 RINGS NT[CONTRACTOR SHALL A0.,11E RUN/ Or 101 MING FO14HO,000 STROC,URE Dv j Q 90 j IKNORR6 ALL OCR COVE GROIN AND DCBNS/DLO...0 .MCCHAIKALL•FM..NK ENTRE J f a^—U Ie' RAPT.ANO OLT.. 1 01 015 NI 11011-PRESSURE WATER AEI. ICA PIAL[1,000 P51 CONCiI[iF A 1H[CONTRACTOR SRAM N[PtSRMISIPEi FOR THE DISPOSAL DI HL RESAT..]WKS ARD O[pRS _I 3—se W m 00000015000!1 At AVPRWLU SiIL.AC RLa1R+[NI WAST[OKMKAL 1KMGN^TONS. Q O y)U K s. TorAN DR Simi I.T 4F OtrICV SET..,HON-.NW xxCRETE aou, S[AL AMn RrcHAP1 m N>p O _ ,HE BOTTOM SUR1.o1 PROPOSED«,r[RTAIS TO BE uSED 10 THE[NOTRE14 100 APPRO1N.. • T— TRpROE COATING To E*rOSEO CONCRETE SURiNLES NRI ArPROv[0 5)51[0 TO PRE•IENT CrRROSnN. r3 C J Q g 0�\\�.2 -a�g. ' ref TNSTirpT SiTi.fAl.T CON.WINl SEAMS. TMONI,on�scc WITH Snwll r°1Ncc:N1%sw PRARREL ASR 00.311 u O U m O r • ��—— - LWC RATING Aro WALL SOFFO[SS of NT PST MS. a U '''..•••4,11-..)• B N KIWI.. FIN INSERT TO FR EVENLY ON BENCHES OR CEN BELCHES 00I,O EARL, N NSERT .e• .- « REMOVE NOP b 1 SM. NUT. SPACE ANTRO E0151[NES 01 10,E ROPE AHO cHCMR:AL:ROUT GF EAlsrrnc CORBEL, €B ELEIR 004401 EO SACRAL R I R (T.S SACNS OF CCOENT/0,Y) TRP 40[[101 I,vvA g 1 URACT LOGr10NE TO BE3[lD OE00*00O BY CONTRACTOR) /- .. \.,, nG TIM ri 100.10E MNNOL[DROP INSIOL YN.wµ1 'T-.._.' O[]I Nu HW 4040 «NOS 6" CORNCIOM N NOPE ,fir \\ :,•• eCi• f,WW}1'ARCM R01!000` i �i ^a.(OR CONCRETE) f fAOttULIv MEASURE AHO IriE LI 4 ( • ) E I HOLE CLNNCCNKT(MAY NL-00.-CORE j }-1 ��. LL wRH fIOwAIR_Flu m 1g1 \ Y e -. 010111 OfPARTNFN1 ,. LEN B'LIN. EYCALM ON WALL 03 03 Z>.1D p€ �_ SEC PIPE SEM.ORM APPROAO SEUL CARNET t0T �{ =' WATER sR1r Ass[YBLr 1 4 L WWW IwE ARa0x0 EnSTRO elaoL aR RgeRr:. Ir001 RN] 2 4 W 3 N N 'Y�."= [106100 ffAlO1 ro N PLACE COMMIE E f�I} AT uIlr OIE ,0 w.NYTSTIN.i.BLS cONNcncRNG qq N .Z O Z N m a �W i1pDA E FREPAINeSMI.� 9 01 oREcrzo B ® RONDE NRS.FuSDER CO(114401 0 3 = 0* Z li a b h 1100 PS OR DATUM28 4000 v • COWL!ARC)OR 4ERMCo OR ApPRTEEL R [.D Z Z(L 'N' [r= �/ o COWL COUPLING N,N s1.ITl10 STEEL W X 8:6 REMOVE MRN 3,0-DEPTH OF MN ENT. - J/1 0 j 11 2 Op o W U N gb AND APRY OUICR SfT,nC 0,e4100,µ PROPT15E0 FIRE m1A53 //��CC OR011i(SY 56,0 SAP OOYE,f 1GDHr R/,L) • •. SER, O 1•au9oE NNE i ((I a a d1 Q C 1- 3C,ii Y1g. F66REWREOw+u A �L�`p W LDi d Q-Jill DIE{ ETHANE CONCRETE 0001 0 naRRE NIL- U~ N (U`J W(001 �1• FRP INSERT REHABILITATION OF EXISTING MANHOLE FRP INSERT PIPE SEAL DETAIL o w Z Q13 "'� NOT TO SCALE MOTTO SEALS E K >0 'lg.! Z---, Z st : 11)a.MEM«M[ 4 1/0'{*1000040 4 �CQ.! r1. (E)I,/1'CLOS[0 05001[5 W �{�11We., XO ,J,?-,,,,,,S..„":., 41.0.0E EOG[or-JO s6 m 3» /44.5,.;,;:l.:.,. 1.�. ; R`OF6b'`+,,F/.%���`:\ /- ROADTIST_M522501.E_PINS.AND_COSER, ,NITNCON,MC,OR 511µL PROwOC siNNLCSG]TEC)(SS.)NrIDW NIRSTOPJ M eF I ]S RIMER SECURED TO M4NROLE WAIL.SRH TORT NN NEEM LO R !LUSH VAIN THE OUTER LRT. �� \ � _ T IPN'flC.H4yl o II[STRTCi[Tl FROW WNgIE FOR 1B IMUPS AR[N MC 2 �I [ti` 4LACEL4NT M NCRETE.ARO COLLAR SMALL PROVIDE A SUFFICIENT.CLEAR W +r`�•d 010[015 TO ACCOwMOW,[THL WCCPILO MVIH0.E COVER r3 €'a,..-...�� INC.NC.NHIS,OR 4ASHIC-M-M(LATEST NUR.)*ROOT LOAD IESINO IS N.ECuMED P% 'W+-•�"r r CO RE MACHINEEN \ 140.000 215)AND MUST Or RISP[CTED.RRN)R,O NSTALUATION TNF Oy `�` ?,...' 4'MIA f THE TEST SHALL BL tUtµN,Tm O THE CiTr. 5 Y ,NE ACt NNO FACILITIES L OLIM5 119111 0 O COAG u d \ A SSCMBLT['.MALL 4(10 OR(RCMµL FPA[M1Rp1M[Nlµ9TAHWR05 U i /�' f _ ANo avu w�,,suHD,Ros.a¢CASTINGS SHALL DE unNiiG,uRED 5 Z COVER PLAN VIEW / I \I Rpu WFCKL[0 uAfFNµS.,ME CONIPKTM SMALL PROUD[CFRmCA OHN Nor To SrME / \ ,/ b ix / \ CLEAR 00090110 MAN0rARURER(I) MODEL PLUMBER. 100 00011410* E O All r r1 PROVIDE ctfAN t.5,o0,001: ,N 1 "dMei OTA. /.-DIA 00000RENF 011,5010 KR RIMSi/ •� NON NUNS -181 i .RCM .. Onion 1W 0,r - ,, 10vHwf. CTER-fon.x ; RzA• ; --77477"' R/ "� -'- 1 . f , ROAMED OH ALL t{k\ I env 00002. C. /01 10 PON.001• GTL, Aw N�e"�'LPrc1KNTroan 4 9 / So•18 CORR 1BE10UA0 .. _. ro111ENb 110010-IBOEpe1 1 4( 11 ti• PER mouracruReR I NEEM.C.O. Dr-1271 PER IMnYfACM[R (1) OR APPROVED[OWL(NAME 0 OR LISA) I WWWET_d (11 OPAL. sO01�00 DED M PLANS. LENT.Rs SMALL et EA pHM0. WORD LNABe1C N01 SECTION OF RING&COVER RING&COVER APPROVED LIST Nor TO SCREE I0)r PAdKR I SEWER DETAILS 00HPw PAHH,.0-5,-CETGl-o MR[R C 5.F __._ _- _Lo..,Ko o_o.FO-"_._..-...._.... D 2 5_ WN^OIW- PpOVq[B.CHfAL PER.PPLKABL[ EC Z APPROVED ARVs W �D� /�•vwPTMfF 30•SNF,STEEL Cptia ` wNLKAONMR 00 0 25 wiEMAL �L / -+ F D Q' D F ,xIPEI.Pus•MEin �� , Ntt T MI81/01L (SS) AR.1. 0-026 OR 0-025 9wRt I �•+ W a 00 2— x'ux, ,e MIAp N-SEC MODEL 900(](5 AND sM WE rK.,tt EEAL U R N 5 R ma WET 1100[L 03 0(Sr.SEUL) 5.,-,..-..--::::::::::B[.BLE*O I Q UI I -- Tu/ur vALLMTK v4 As.S M W Aan 4 m,MTANO TESTING vKESWEE W [.Isrmc.GR ND .\ cl�En , 1 \ J 1-O. U G .._.:_.z,,, ..w__. _ S ..h\\"-V-.1s e ilg�i�i'.�11 ] s e•ew[R :I 3 4 M>,402 ES�..-X - EEI LSl11%,R wl E s R'NS STORER •` a•m Q CEMENT STABILIZED -Tj ..3 • ' •y-3000�PS REINFORCED CONCRETE ` rSEC CLEAN-W! a U MONKS I,S SLA 'T'Q--`ylR v_04 Hm.W. ,E,' ' LAR(PROVIDE REB. I DETAIL '*�\ OE C[KrvT/CT) ......--t25n-,; -' ic.': KOPCfuFM -/. PS rvP Pain in L ""1 "- F AND q ER OBNs PVC CYC •-D ` ! -] g"i' i ' STATEOI LMINS pro STEELPIPEFRLE0 or rAnnRr RIMED JOINTROCRETEM. T PROwOF SIrrN.'TOIL PPOBLEMS SfANOMw B.6"PCaw-MM i ALL 1361)6]1-Cm(ONUSES :11 {I / :\ • wPxOCLKU RVA1+Btf P r vrPAnwEND• IIIII Mt iOIF i �1 lLowMlf [PHM V IE R wo PEIrwRAwE FILL AMH EOM E %' \ COIwN.s APPROKp� [EIS]wG ! 9YOeRIVp1 AODITM 'SI ALL FTMOS ASSOCIATED WITH ARv B•U,AOES EP.pONM 1 A'KKOUL[.O mmrK. I Is +, I,DD PS MMI O 20 DAK) 1 SNItL Bf SrwMF55 S,EEL OIIONIO \ S LI ggLT ManvT�'���i 1� lir iEE CpaAEC,wN (TI gg ._ L C[AP IAN woo n1 corrcRDE 1 �= i 03 0 03 a 03 jl ,Y ' • • . ;!:- - CONCRETE rWxM,wn t'. .3'-6' '• -- r Q Q �`` USE MESHED STONE FOR OPNxmP r F •-•-,_ .TT ./ (UNLESS,HON WATER TFBLf) BaalR"SCHEDULE 40 PIPING _ W 3 N ED i-J l'�. a\,..,.... \ . 1 S\/..��.\{'.•.- TEM,Rfu.x1.GRAM].J.oR. OD.]' 2jjy 4 W N CO al 4,1 OPAIN HOLE 6EtwEEN CONCRETE PPoV!OC CCNCICT I m .5 dZ N r O e',.POR,s.ONLY WV GRAIN N FRONT VIEW '00 SIDE VIEW " w N Fo= uApwlf 0.0.C'E It— �lw w CONCRETE 545 R AT SDuRo Loom+ANo Duurtm. ..�...._ - 2 l7 V .h r-o• L` I, 400vE GROUNDW.,CP SEF .R.KBOx PIFFIs I E E=J e' Z Z a 4 6i. COMPACT TO e"or SUBDRADE TO O )il W - g5 j m-DENSITY AS1N O_6pe AI IPS BOLLARD DETAIL DEEP CUT SERVICE CONNECTION 0 ` _ O N • AIR RELEASE VALVE AND MANHOLE OPP...000109E CONTENT WO ,IDLE Ra TO SCALE ; �� X En a F a � NOT TO scALc .._ E U W m ]a N P Xgx Q c M ,UW W-- 03 Pati t ¢ >O igS u a s a 4i CJ rc ag k W n 030 x RICHT-Or-WAR SERVICE CONNECTION NOTES: ` m J baiggge OR EASELEENT I CONTRACTOR TO PREAREC SEMPLE CONNECTION TAP 70 THE R.O W ME a E CONNECT FPS, SERnc[LITE OUTSIDE 4S[KM AS SNOWS ANO G iu RECAP SOERMH ''I THREADED PLOD x u'�i1LSERvICE P59NIOLwNPIPMD olnExwiSC OciN[pLEAT,ss SOLVENT WELD Scn.D PVC T-TVI'TAA a 3 `gg PR,N+M Sf'IMCF ' ���/Rtt .T IOP EAIBTirvO LEAN PIPE uAIITNW.-PK ANTI/OR KP USE NMI„' u i> Ev ROAMEDVARNER DEPARTMENT APPROKD CONNECTOR. ' I - f . OR NCR PVC MAW MO SERENE.MSC MC NNE OR TEE AS DIRECTED.T 0 /,} IZI '" "'V."' TE,M[E CONNECRON N PA .•f PPOVO[ttEAx011T 5. 1F WS LENGTH.ON SER0CE LINE.IS GREATER NEN SO.USE L•PVC 0 / 0 1 , 7-3/PT DIA J IA Se PROMO["RIMS wIEDIE 0120e/f0 • ROTA CLEANOUT N1•L,0 RK w,n UNC ; REI s-J/s" .Y w Z w i � I AS NEEDED ENCASE THE PPE w/6•w g K. LOCATION.n0 SIZE ,;,.....4„_,..T. I S !R10W F.e`:: Or MME OMVAR0 , „ES.WOOER CO. PLAN CLEAN-OUT BOOT ¢ �':. AAAA... EEE NOM b p5'SEED /DR,DR AIM MC ,..._..._..__.... (MJ CDIIPMNO TORN StN.L[53 NOT LO SCALE NO,TO SCALE ,v y, 9094) .90 17 ) STEELOHEAR RM.M ]_1/]' Er. _t/]' * 1 .. E� •1 r A' Tv-PUCE,09 SHOWN nusH mORM .....11,70` " .A '- C� )`�T N r._. / i`\�� . �, aN� use lx'.,e•rRKP To 1111111. ' zPROPS%SAND ``` , S■�� STONES ES fACM) d RASIF.iFR NMN TO/REGULAR SAME.MME. —f JJ '•..' ,,,o/.7016.' • OR TEE IMAE GPx OR EAE)(SDR IS FOR C NOPE OR SDP,E FOR M) Jnr DIA. WE H0 00 CMB BUM'15•COPE w RIDER W. SECTION A-A SECTION B-B a r--.- PT PM.r,PPCTCC,w[TND CM ON EACH END ---- Prow,04.1n 4,7 NO?TO 1G,LE RDI TO SONS SERVICE CONNECTION DETAILS STANDARD SERVICE MARKER TYPICAL CAST IRON CLEAN-OUT BOOT onTr a.ao,s CT TO SCALE BRASS-ONE WOWED EACH STEM 1A. --- ----- NOT TO SCALE O'•ERq.[i7 j SEWER DETAILS . NOT to SCALE =%LIENT ...».M.x .In•t a 9HLCT NC., '...." C 5.G __.____ _ EMJ.20,0.020 0 Z 11 5_ R a COMSSITA T5 sign Ito. UI N C x UNPAVED�sAv2n ASPHALT REPAIR. r PN.1NKHE d I NO 0, HSA. OwEi E B: W N^Z I- B^'F�SY LESS THAN THE OAT 01 0IS M n51RS Olux.) W O F.Z PRMOE THICKNESS. COAT(0 IS ON.PER LL EP.) f D a'CID F COATED OP STAPLES STEEL SPACER BODY / CARRIER 000 R CONEIEE WNW 2'Iwf.1NENNESS 1 NO CAA SIMLL EPAR E Z Q J Z R / i SS THAN ME 1rPCxw55 M(i151WG Ld2CRRE W a Y STEEL 110THASING PIPE .//q. , n00100Io,"��4.TUMW R0 P. TOPSOIL AE TOILE 2-11(00 0(UNPAVED WAL4MNI U Z Q El 5 I WELDED STEEL 00 wTSST p SIO WMDUVT el AREAS) I j ha^wU `i_� OWNER PLASS:RUNNERS i PAVC7IC Q O Y W rte' AE NOTE+ ..V„D ,�-- .1 RI :0.11;. l." " ./�I���� m m>EI D �P_—ST' ` '.eco \1(`i\\ .�i• i� r -c m Q R 4"TO 10"CASING DETAIL y r L00ESTWE NSE OP APPROVED MSE LTM. p a D NOT TO 1�1• `w U INow C 1.101EAE Or TA.M oar[LDfE ivs 1 NC THE _ a U _. 1 -3.•.-01.'.t ( MIN n NESS M THE CASTING ADJACENT - N �:,,= BKNFN SMALL BEC M SrAJNUZEO SAY Np Gy 9NEp (15 SACxS OF CCYEM/LPI cw,Ep DR STAINLESS STEEL SPACER Boor ' r,�uR.r=HEN i ; l 'NOTE: ---- STEEL MRS PPE �I'/2_,,,,,0,GSIINL • �,,,, -SELECT wl�RYt rg0u PER nn MO OMeOraT 1(E RI CUTS ARO EXCAVATIONS.RNM(O w(lMD STEEL OR FASTMPrcRVETI RrIE ` CBCAVATION PORPED OV OW OEKL...TIRWCI5 OEPnon�r.iSNOU M.°Foil .� dnER RUSTIC 1UIEINER3 PAGNRIL wAPwxO 12' " ERIN SEE RrbLE 3-TIER. M!,AMEX CUTS.M R *4I* SEC NOTE 2 f ASTI PPC ft< (PAWL.ARG) CROSSES di ROW ATA PfRPENO.CUUR OR RUR FrIMENTED,R ICY . .{ ANGLE AND HAS AN 00°.1 OR KM WIN NUT BF PEPA.TTDo TO L E yN B[xS•ll[D 9v CunIxD ME AOADSEnION. r ;° Pf 3 12"TO 38'CASING DETAIL r — NOT Orio 00101n;,E,G.0010,000 00 1 .- NOT (1)°-:0 7 m to ®.V:111 alulIE Q Z>RB u.rrAve%exr AevNR row PAuuEL can Dn v'MPx Fa ALL SESS.Ano.NICE war'. IHRATTIOG II can ON•7.77•11 s,REEn ANDruu PANEL [� K Q D B S 12'MAx J'IeAR.DISTANCE SAUTERIN BEET GNII 1NMUR RenuEAENrW CdICAETE SIMS A int SFCD10 PAVEMENT • W 3 ID s.o II BEWrtEN SPACERS - CUT AND RESTOtaiIOxPUNT77•t INOKALfSTE GEEMI NATURE L gti S- OfOfPAVEMENT AND ROADWAY TO BE NT ANO RESTORED.TNF FA FA t Zmmp E'NZ ..- DISING NVGNNI SECTION NF ANOWN1.TIC IOGTIW ANDAprillLI) O r O I-1-1 .. ��Bf�'vRPER PrRE opium. ARGOFTRf ITENGnONMAWA14 Or DO R. '^ Z E7� b;'b ��i!--1�+ RnNdN4Tw..A,mIA.A,E 1EN4nI.RD WmIN°f THE 5 % a cI-< - ANr°01LOUER EOSlO 0 77)100 BE W.PIM dA •r A5TCRI REAw III?UR W,Drxe ORMI1ATrtavnl•xnR. % U E. z W X - �aa SEF HDTE s— LURWc1(0 PT oRAHULAn P.EnuL NMI.Redo RT is UnAVRNOSMON.APPIIGTION to L O WON to SHOWN IN TATE 1. ¢ ]f/1•C ♦- p („).- 4 usI 7.1 OF SRW LO BE ROM EO A TRENCH BACKFILL FOR WASTEWATER LINES 1�}a t Q Q Ip J m ayi dIE iI%S OF EACH E OF,DVI T CASING DETAIL AND PAVEMENT REPAIR FOR UTILITIES a m p a m IA 15 NOT 10 SC. NOT TO SCALE ...— -- m (D W W`• o Zo.3 s-a GENERAL NOTES FOR BACKFILL o E ER >a °gN TABLE 7 TABLE 2 Cj p I a �N BEDDING AND INITIAL BACKFILL FINAL BACKFILL gWR (BELOW PIPE TO 12" ABOVE PIPET (GREATER THAN 12" ABOVE PIPE( . LL b-€ UNPAVED AREAS PAVED AREAS . w rob NA EDP.ANO WM,BCNFAL SHALL CdSts,or THE FOLLOWING OR A FROM Ir ABOVE PIPE TO A. TRW Ir 0010E PIPE 10 3'M. m it In KIER TO DESIGN ENGINEER 00 5000 MS 00GMMILAII05001 SCOW. BOK.M TOPSOIL BACON SCOW OF ROAD BAA.SCROLL STRAIN BE 5'P F R�5 coN55100 M EITHER NATURAL SNA OR SANDY DMVEC.OR wICRIAI SHALL SC A0PRONED SELECT SELECT YAIERWL FROM(IRE 003 OR PRODUCED B,CRUSHING M NATURAL STOVE OR CRAM NA RAL ROM THE ERCAVAT- %PORTED MATER,R EITHER CAA,ALL iz IOP,OR E PIKED WICRYL. TCPLAL SMALL WET,HE FMLOPHC. J c i CASING NOTES: 0 BOR E A;D ac LumPsxGP- a I' $_ I. COO WM(IER.LENGTH.LOCATPR.AND WALL THICKNESS SHALL E PER PPWECT 0 C r l':,1 Ig 01 00 PND 010000 WA10P,ARI`L'S'MATERIAL LV ED 10005 f'INSFIMMEIER: RY0520 SPEdrIO PEWPEUEINS.�NRNU S 000000 40) KERNE n r l D 5. 100 11.,ESL S O tn..' No[LUMPS 1 r W p 'S 2. L CARRIER PIRE1 N n rNLECMCUSE105 SNAIL E SUPPORTED BY BOD,-W SME C015TIRE-1 TO HM Fi E+ CWNG SPACERS(-ADVANCED PROT.,ON APPROVED COUNT MEETING RECUPEYEN TSM ASTM 074SB!OR- cdNAC+Si Ms So PROCTOR OG e 3. HE r.11MRKPOR INN PROVIDE MECHANICALLY RESIGNED JOGS TOP FORCE WINS SP 100 CWPCT MAREPo•L TO 9S' PP cm,Y M FARRIER PIPES 1[001.11,TYPE ZOwt RESTRAINTS OR APPRLR40 LOO. ST0.PROCTOR(OR9B). ODA[IRS OF 12'MS IYLL E USD SP-SH LP-GM OR IF SELECT MATERIAL iROu RCAvnIIOM p • 009NG 0PA0ERS SHALL BE STEED TO SECURED,TASTER TO GI CARRIER PPE O.D. SW-SN GM-4M MdSTRC ro SC A040510 FO DOES WI "Z w0.ALL BE FURHISNEU PMA MOW RUNNER HOGG TO YAMAM SCPAMI.W A r SRM OPIUM•. M T MUNIMENTS THEN USE MEIN 9[xEEN THE wv%UM 0 M 00 CARRIER RPC C 1177[CAS.W. IAppN10x OR. STARRED MHO. Srl A POSITIONING OF TRE SPACERS SHALL ENSUE TWAT I.CARPER PIPE 5 A.N.lir SIEVE- B 0011 TBE PROUIDEO EE TABLE 2-ITEM 5 ELUW. N 2 0DEWNELY SUOPORI00 TR1UDHOUI ITS LENGTH. x0551770(4 SIEVE-SDE.MIPAUO R COPAL OR ErIER GAN B. SPACES AT FCR END STALL NOTE PARTNER THAN Tr FPS SK ENO N 1,51Idn IRO(%(PI)-HP t°IO AO. G511NO.ALIO YE.Tnr S PROP T mow BOOM.Or ROW NSE TO 6[K 4 ,TS.‘...!!../.f.4* M 7(00 CASING. EXISTING TOPSOIL DEPTH onW OF ROAD BASE b- w•- PO---x• CASINO SPACERS SHA.[E 000110 SPACERS W THE CENTER M PEE PPE SECTION. 2 IN DEEP OOUS05NS 1>2O)OR BELOW WAKE 10011.USE CRUSHED -OAPACT M E25RRG C'0 ..... . 4. THE WARMUP SRCRC M INE CASK SHALL E 3 FEE. O STONE 00 SMASHED GRAVEL REECHO GISOAnW M. ADJACENT 1M-SOIL 00Cxtill SNAIL BE CEMENT STAGLOEO 177E TWO FINDS M MC C..W PPE S.A.E SEALED 1 C 1505 NG AN ADVANCED SSC 2`059.(CONSTRUCTION To I SAND(1.5 SR11 r,) PI BDB52 01°40010 SYSTEM.NC.MOOD AZ- PCR.PS MODEL G CND AAL OR AN A.CCONCRETE MARE MM.,TOOT ITEM 421:CRAM 0,3. C - ORIND ev'DOUBLE ANO SWlt ITER FE FOLLOPNG IE SI.,./N 5 •PROVED EWN. SIKH- TO BEI AGM DVI LMxRCMCR11 ? 64.,,,LDUf OR TOP) SAND GRADATION x-PASSINS R CRASHER LUAE5IOE PER 1.001.ISM 221.GRADE I.3.OR 4 5 1,0 40-100 ,BRO /IC 02D0 NG10O ,T1/71100. /IC COUP.,10 B55 M DSAS.Md5TUE TO 5 SKr of E ADJUSTEDTO RECORD SOWS B0. TO ) ii COO PYOICI# SEWER DETAILS NOG.5.014.0•077 ,RIO., RLLNBER G5.H .Es9 ,DA0 I C — I M.O... L'477I 'I D -I : Ii D Z I I g_ in e1••'-'S� / t[ by \1 RITOAININO m�.nnm�mnw I W rE 0,z oot7j5ID 1Lwu .......... 7777. ........ _ lai �I Z D D D I- /- In . . 777,7.,. 7777 ,777,7.. 7777.. : a Y Z N 3 A 1 1 _ _._ ._ Gb+ - pp 99 ja 6 R g i t SI 17 \E- I I j �a Y�U !i • IJJ r--+1Ta^x• l r:. .._..____ - ? - J ' ' I o GENERAL LOCATION MAP 1:2000 Ilk-1 !j 1 - I -jI.. O u ..NDIEs I I I _ • w.�..• •�.--rL. I ._ [.6 WM Ne.. w 11 PROP.1s�sF (- / I I 1 Ontlt1 unOscA / - -y-'- — PRKd Lollftf'' I / ) I I -11:'-_ I. n.P.•.Fr'i ll.,Els D I I '. 1 I 1 dY mm • N.a ( I D v ii z,D PLANT SCHEDULE I.- PROP.Al65F PP OP I3.5✓ Q P LANDSCAPING LANDSCAPING i I � I I W 3'D ID t..'1 ..arr r.,r .r m.............. �. 1 < wr.. . __ ._. MKO LOTi! .w.•. ...,-7777 4:.-.- mum SLAND. PI{ - T_ r'--1-1—',. • Z 01 m O • Air... 70... tam; I I .. I R4T • \ ! Z 1�W 10 �_ • . ,..n... *CS}:�, I a _ a Z Za 'v Eipa lan-r..^ P�2 I � Y# /% .. b,�A; �� ! ..I .rl I IW O OWUN .3. �r W • • ....�...w 7.777 O I hod ... �, 15'RAiE s�SAN - O G �FQN ! � ESN MYER MP I 10 K Q N-1 N p!E ii ..m1..[. ..�...- ® ......., • tom^ 1 1 PLAT T l7 W W- e ----" PIIOP.IAS aF 1 PROP.12S SF PROP.62SSF PROP.FOC [[''OROP.628 SF PROP.103 SP PROP.230 SF { I 1 I .. W Z0T� E-8 .....e .„......„ $ • ILAIIDSCAPING LAMMpCRPWO LANOSCAPIKa IOILCHECK ILAND4CAPINO LANDSCAPING LANDBGPING 1 I I -- - I [p Q- 54 ry1 ,~ F� �\ PRNG LOT • TN110G LOT INIKG LOT BACKFLOW PRKO LOT__--_PTI6010L - - P000 LOS t-_-J cam >o .-11 ft' ISLAND PREVENTIR r 19,....13 ISLAND I61.AND I ..1 I I I V y • e....w. •••••••••• a 1n T,O PROP.1549E - -- - - - FD _.—.—,.— -„7777.- —,—n .wir _I , 1 s 6 3 •R•, CAMW �Y: �.«...' ,. O IFii�KO Lod °I 0 -- ---- '��,",a,� ---I I I'I-' 4 TTI I ...... Yit...”. ..-, I 1. F' ha• 1 • moP.��ppcc 7 I g. ' .. : aDBL tee -. 1 TO' BACKFLOW I ig P00*0TIAND INFORMATION Arflr I 4ELE[i'304 I p,4 p ITS SF MOP.135 Sr • / PREVFHTI- I 1 1 OP 5765E I 64 LAND USE. RETAIL/COYYERGAL IIoOR 51 • T - F ., .0E9: 51 `ulI FF LANDlCAPIN°GT _,:� 1 I {�::::..579 0LOT I �R MOD DISTRICT. CR-2 RESORT COYUFRGN nldrrur aAfl I I , I '" FLOW 202[ At7 Imo+ ` - r-L.1.- 1 r - 4004 .LAND\ SETsTREEBACKS FOR - - I 1 I „MOP... i]` LANDSCAPWO ROS OPTIC � �. T YARD MEMO.1[G II ! 2F i CR4201110'- —"'--,• I S'1/NN Nt+� ARMS LOT GLOr I i INONI' 30 FI Y ^[. PROP S �� RRa r --- II -..-.. - R0.5311 SF, _ I 1 * IANDSC N 1[T - - -- �' SAO' --IANORCAPING- '.ii 'PROP 5 SF � ' n.6.LAM A17 MM. PP ,•~ I PR O'LND rt 1.L LANDSC PIG - 50E5 0 rT Y [Tell.A PR LO L "LN! 1 R - 6. �. REAR D FT , Ke.srrK I" �i Bas '., I •iy, n IsuANo. I :. au a, J}g '� (T' "609�5� z[cl 0LS OL0 PR vK 1 �_ JC _ .-Sr P- - 5:+.' _—' `.- t�_!7 J =____ .rG_' »;,?-1 as -T#.` :it--1 .,,..x..:50 a PR...rA aII I ? e k I iC — G • ❑ Pm w maws ammo* PWS1�1 RETAINING 4A" J .11 RETNNINO [[ �`/}[ l5 �� R wrP rN, g vw/ C URAL k • r�i►illi P�li. P 1X11 $� YYY� i ' •_ ,—.-. l_i Y�I d?69��4`4 6 _ - i l �F- Ea-r 4I'- • » / /°y// / ieu -7 7 77 OEGKAIEO K �+ GL6,SfiE +� f NSIBILITY LANOSGAPNG REQUIREMENTS RlOUMlNlNTS PROVIDED PR IVIS EXIST DE L N \ E%BT. TRNNOLR SEE -g ° i DRAINAGE •.; :,.,,,,,,:... d/A ORAWAO[ MOOD LANUSCAPSIG ATEA Eat i5A ar SIE. 2Ft2 s 24306 F( WORN MGR 7 ! "�e'� ORCN 7 DITM A'C6A ..- .. -- ._ V a NCI . O.OI PDR15 PER 50 rl.6G1 PpN15 2.]15 PDMS :::•: '•, STREET TARO SEtAG[AREA IOOR AREA=9,SW Sr &31D 3/ ;• LANDSCAPING SECT 7.18e1 I.All INN.ROTE AREA.1.600 Sr/ 622 POSITS F_IT_K_.-.---EO---L 2 -30— *—n- .1 12--f0' PLAN 003 POSITS PER SO ETA 153 FONTS P00(034 LOT LAFOSCMSIG AREA zoSrFPORING SPACE 6,3220 s// OI LANDSCAPING N D S C A P I N G PLAN aLEIL„T vet 13611 err 1017 URI.AREA.2.620 Sr/ 15A PEAL•11AL5 SCALE. 1:30 I PERENNIAL PER 25 PRK0 LOT reNaw vetur.s�yn�, SF OF LANDSCAPING AREA.105 PERENNALS PROJECT NUMBER 06 ENG.SGIB.OAO a z 4.2.9.Visibility Tr'anale AACCIN�vARIE('S 110 C]a^X4 A.On any comer lot,a visibitly triangle shall be PSlablishPd.The vislbOily triangle I SL F$RNOS05 F PIAN W N-0 W TT shall be farmed by extending lines from the intersection al IWO streets to Rohl!20 feel from the corner o1 the Inlersecling streets and then connecting theW B.o F Z h a D- f two points to forma triangle. w.7QLMTR -. '..•t Y W Q Y Z BI B. No conSlroclion.planting or grading shall be permitted to inledA'ere with the LAYER � () =QPl D= Mght Triangle between the heights of 30 inches and 7 feet as measured Irani OF APPROVED- - 3 F R U — • • the crowns of the adjacent streets. 70.. .._� "� _1 3< 0 W U�� o '771 m m>o 0 e nn. Sighs eutnAMto N - m Ii a •-I' • between 30"NW7 Y'TRENCH AROUND-- _ Il:viii II D 0 L0 ENTIRE PUNTING BED / AT I NIMES; EDGE OF-� / TAMP SOIL MIX UNDER N _PLANT MIX aro of t soon'ROOT MOS a LAMING RED UCi MUNI BALL TO Ip , "4'11^ rAacnacllNP COIi/NERRCD MAXI WiERM M NIMIZE SETTLEMENT I -w. -_ ' TYPICAL PLANTING BED DETAIL N ,�''r. ''I1Lt'Ile. '{IIS''_T% ).MUM CEMANO IED%NITS 2D-1 i------ !__+,D_ At nRSHES OWN CNNN H§ICHt Racer -rnWIDEQUTHS MEDAN _ yHES : = _ 3.TAMP PUNTING MIX FIRMLY WIDTH IN FEET O.O, . 5 AS PIT IS FILLED AROUND 10 12" B. __ e EACH PLANT BALL. (RMF milip: :Lisp STiTCCERED M M3 VISIBILITY TRIANGLE DETAIL 4,0600 COLLAR AROUND EACH SHRUB I_ /+ Revs m 17 m ® WHEN IRRIGATION SYSTEM IS PRESENT. -1-- Ho. _ _ O_��_O_O EDGE a v Z)to -r s••EXISTING EEQQUUAALL SPACI PIANTMNC LE 5,SOME EACH PLANT BNL AND GRADE pFTWFF.N All 'TANTS BED V. a Q N PIT IMMEDMTELY AMER IA W 3 lr•� INSTALLATION 122EDL_BED_GROW'NLNG ilETA PLAMING RED PLAN W LII m m Bie,, N SHRUB PLANTING BED z z.I v ..s= MMES. _IR N 0 O W O ROI L.REMOVE WIRE AND NYLON TWINE FROM BALL AM)CANOPY <I 12 F Q m 7tl 2.5055 RO01 BALL AND PLANT err IMMEDIATELY AFTER INSTAI.IAfION. a 410_nil ME 331AAWG IS REOMRIO FOR ALL TREES N RDW.OR MOI m m W 441 01 {B REQUEST O MFIgasr n X (REMOVE EXCESS SOIL FROM SITE AND DISPOSE Or IN A NOTES W Z N 3 3 LEGAL MANNER. 1 FOR NEW PLANTING AREAS.REMOVE ALL.PAVEMENT,GRAVEL. a 4 gbh S.RESEED UNIIULCHED,DISTURBED AREAS. e»1. SUB-BASE AND CONSrRUCfroN DEBRIS BEFORE PREPARING >O �^ SOIL AND PUNTING TREES I a YUP ). REMOVECOMPACTED SPA.AND ADD 21"NTW T4 o WITH a S PLANT MIX OR TOP OIL tRi AND AMMENDB TO 21"OF EXISTING 4 5g 4 SOIL 10 MEET TOPSOIL WITH PLANTING MIX STANDARDS roe bFE TREES.(SEE DETAIL) 4 E'b .'� 3 IE PLANTING STRIP IS LESS THAN R FT WIDE IRRIGATION m Yde `` -,_�. 4a,, AND SUBDRNN ARE REQUIRED. F b ? 3/a'NYLON STRAP .- _ �, I f/ iS 8'SLIP KNOT WITH STOP KNOTr ROOT CROWN TO 5'1ARGER IRAN TRFF RAMFIFR / corn wM!s'-a'MN. V yg RE AT FINISH GRADE ,449,-43'.4011 < NEEP MULCH AWAY MOM 4.MGM/5"WIDE MAXIMUM iflUNK 1'i0 I" (` All BERM OUTSIDE OF ROOTBALI r 4'MAXIMUM LAYER OF MULCH it4 ,.I l� i FY 1-1'r)"eta'LOU SMITS Nlll— •v " • unlit STRAP !/B"IDLE Stall IN UNE FINISH GRADE Mt" \1 NAI$IPAP[OMHv SPMTO MOUND IRO ' 1 •I ----MIN.CNIIsER Y-D I/2' 53S•••!••/..f. REMOVE TYPICAL EXCESS SOIL I��`�r11: ,* .'A -BACKFILL AS 4PCCIFxEO i,: rROM ROOT CROWN \W IRRIGATION UNE LAWN(S00)AR �� REMOVE TOP 1/3 BURLAP • - • � -- PRDiCC1 Mom MOM NEED OF REWIRED) MVLC11 RING 'RETE AND ANY NAILS/INNS,ETC. - '_ .. .IOP O NODE Brix 1RMYERS NW)-ITER MASTIC , E 9pAT �`, LEWI MR clouND BOIILL KEEP mutat AWN t'-R' -' r)/aMso:• REMOVE TOP I/]OF ARE__ DARES AND GUTTER • . Y 4ili BASKET WHERE PRESENT 'EAd TRLPIR 11. RASE PIT BOTTOM TO SET ROOT CROWN II - AI IME CORRECT HEIGHT FIRM SOIL UNDER _ by U.jn ,tib (IMPACTED ROOT BALL, Irr1I I- • • Y SURGRADE �// L ALL TREES SHALL MEET AMEIIICAN STANDARD FOR NURSERY STOCK =Tie' —�I—IllEXCAVATE Al 1:1 SLOPE °" 0 - ✓' /6. rOR EXAMPLE CALMER HEIGHT(RANGE)MA%.HEIGHT MIN.ROOT BNL MAIM.ROOT BALL DEPTH —III n SO AS NOT to DISTURB ;WITH y l g I" �1 �O '�I'.11,'.,I•2 ) ( I I ( I ffl ,1 • 51REEt StIBCNAOE x r - 2" 12-I4' 15' N" I 18' II • 3' 1-18' tB' 37' 21" 1 DOWN N,R REQUIRED -TL SInFu RAMC 1W -DRAIN BEHIND CURB,BOTTOM OF TREF PLANTING .._"-=_.=1.1.1= NRH Ii01011,SOL DRAIN ACOMPOCBED ST SOIL WITH TD OF (FOR SINGLE AND MULTI-STEM TREES) BORN Of 80011101 - — STORM DRAINAGE SYSTEM WITH PERFORATED LANDSCAPING IN 055 501 • r N neRS 7a IIYFl0.001 BML OIANFTFR SLOTTED,CORRUGATED DRAIN PPE. DETAILS cuICNn TYPICAL TREE PLANTING DETAIL 6' TREE PLANTING STRIP UMUD ONLY .............OJeCT3�E T1El (NOT TO SCALE) (WITH IRRIGATION AND DRAINAGE) ''RFR C 6.A __LA.21LIL0_D _____ __ _.. r- CAREFULLY BREAK/CULTIVATE AND REMOVE Ic::520:0; M [KCUt tDll ON TOP OI ROOTSALL EXPOSING !COLL•R/ROOT....[AND IE[D[R ROOTS.CHECK FOR•NO REMO E EXISTING SM•rrcD Pw tPlw.u.o woo / r . -PLANT RUIN ON oowNNlu 0 N[ •X / SIDE Or.RCE O.v. N-0 W DETAIL TO TREE [ W Z F OR PLANTING W E O f i 0 •PECIFICATIDN•. f ]D:]O F • ICY' -11I— �NISN GR U a 22[ \\,.. vf ROOTIAL �H— A I Qm J I 1 Hill: ] h 4 U rit_i aOOTlALL •_ J ]-X W UI ITI—II d in\1 CAVA/CMG,REMOVE FROM CONTAINER. I-_ .111—i7 m N>_D O E CHECK• TIONT,ROUND DR s. art.MIR Pu ROOTS AWAY FROM THE II(— I--._ 1=J P•!m 4[ non.MASS AND L PRIOR TO PLANTING. -III—I I I I III III O ti EXTREME,wooer COMPACTED --fin .._ 11__I1L I U MAY REDUIR[CUTTING TO OPEN ROOT•VOT[H. N \ �I PRIOR TO PLACING ROOT.ALL IN HOLE FOR SLOPE PLANTING — \ 1 d -PLANT SUPPORT 1 ION,ITEM 192.3.) IR ANT PLANT tuPST[M IF FAILS ORT• r0[NCINELR FCIR AMASS TO PLANT REPLACE MATERIAL.STAKE APPROVE= '\I' IN THE DIRECTION Or THE PREVAILING WINDS,MULTIPIF ANV LE TIES MAY.[.REQUIRED. F /. / I\ PLANT I ION ITEM 192.3. 46 SET TREE PLUME,SHOULDERS of ROOTN•LL SMOULO R[ 4 OXIM ATELY 2 INCHES ABOVE FINISHED GRADE. X) ILS LEO •PPR H T SACKFI T^ON AINTNO- 6 r 0 m P Ox G[ERALKU•E CcrPOST io J0 IA ti RISCOFIN ITCH 161.2.0 a g .[MOVE ALL TAGS. wMEN UU[C AS S•CKRLL UNDER ITEM 1 92,OUC IS INCI .?>-,13i ON;,NTIEt TO TMIt ITEM AND NOr P•tD.OR r R Q N ;22 AND MARKER DO NOT PLACE BACKFILL OVER TOP OF ROOTSALL. IL W N m Sl 59 ROOT STIMULATOR.S[S INITIAL WATERING AND ROOT ALL o Z W r O ``o STIMULATOR REQUIREMENTS THIS UNSET,ROOT STIMULATOR IS REMOVE INCIRENTAL TO THIS ITEM AND NOT PAIS TAGS.51le•AND.50NS. Z Z y. E ELI-s. a a CH La R-NULCMINO.ITEM 192.2. A a O Wba Al row.la,I Or EROSION CONTROL COMPORT OESCRIR[O IN _ m161.2.8. WH USED AS Mule UNO[R ITEM 192,SRO SIGN DeNTRC xE POtT IS,NCID[NTgL TOT 0•0 ITEM AND NON Tmr TDR t[P.RwT[LY UnL[1S ' Q, Q N J N ,.- O ITEM 161-2009 IS SHOWN IN TH[PLANK \ -_ , F II- —tO NOT PLACE EROSION CONTROL COMPOST OVER TOP OF ROOTSAL �� M O W W U I l EXPOSE ROOT FLARE PER DETAIL THIS SHEET. �. lllgl WIII— __ o zm3 1 --FINISH GRADE FINISH ORAS , W --.1-111117711 it lI LA =Ill 'II IY >0 psc --- NT IRAs.CONSTRUCTION,ITEM 192.3_F ll� 1 Ill y ! ' RHOTBALL I I --PLANT PIT EXCAVATION,ITEM 197.7.- VI' ROO SAL 1 II G Q b _ Co 1NG S[D ION SUCRE EXCAVATION. Il`II II' II- .,11,1 1611 "tY� 11QI jr, EXISTING SOIL,EEE PUNrmG S[D----.— III'. W c'tr ION OcrA1l Yip I {11- II 4 X1111 11 +r'' • "'Li; NE I I I INCH LAYLR D. "•, 7 �7I III1 f abs J lll;;p11111 d.iiT ifm II ESE tPLANT INSTALL............................. L;;f , I_ I 1 E b TREE PLANTING DETAIL SHRUB AND VINE PLANTING DETAIL Ni FOR PALM TREE PLANTING DETAIL SEE g PLANTING AND ESTABLISHMENT SHEET 2 Or S CE A •N RPAOING t INDICATED ON THE P .■RARE ow E 2, TRI SPACING WILL SE SMOZ.IRTHE UP I,TYP OF THE PLANTS ON THE DRAWING AND/OR SE CALLED OUT LIMITS Or PLA SED PREP•INCA.S �� SR[NOM[N•.GEN[wgl USE CO POST ANDI 4 INCH • IN THE .ANT ! F ..' ` /,, 1 l SR EROSION CONTROL COMPOST. ""Ka,.�..... ITYP•Ow At tHOwN ON PUNtI ...Y�I�o.ev a •9.••••• R ....................... C .I.I.ZC •...0 a W1 o o, 'W ..... .�.E T1.� INOiVIDUAL PLANTI \ TRIANGULAR!PACING SQUARE SPACING 61111 1..71j333fP . ..~0`7 Ad� �!<. �L T LIMITS Or PL•NT RED PREP,SOIL AMENDMENTS. ^�,0 o 1yY• • 0 oW HONE eO.nnuoU . ROW OI Tt AT OCRION•T[D SPACING. **O..' LESS THAN SPECIFIED SPADING LANDSCAPING GROUP PLANTING ALLOWED TO INFILL ODD DETAILS (RCCCC[Nor ENSUE AND VINE LAYOUT FOR INFILL I SPACES IN RED. TREE PLACEMENT WITHIN PLANTING BED PREP AREA. SHRUB AND VINE PLACEMENT WITHIN PLANTING BED PREP AREAfIII, LAYOUT AND SPACING SHOWN ON PLANS LAYOUT AND SPACING SHOWN ON PLANS "`"" "^" Hrrr Nn Nu.tER 06.6 0 Z J N N re .X gt..sS ♦ . LEGEND w r,0 1- 2g e0 ♦ ♦ END ®Type a Oerrlcme •• Channel Using Devices F Ce)( 0 O F ^2E ROAD ROAD WORK "0A° Z J I N_ 6 _ OR I Heavy Work Panicle GID Te±ktuot }°*Aar U a x PI ¢ P? WORK --� y- '20 M i1'X110 AHEAD �� ® Trdl I•r wetted Pertmte Cnapamis I Q N I p. AHEAD e- x4- Cwia-1. lag•, �l,.n ing Arrp.Boar4 M AN..Oa•61T OCARI j ?d y-U E-- I{Ime-° fee note II • y Slm Traffic Pled q 0 W U C UI g 5..no.,, . ,n, ,11, /� /� 'CO 4I° Eno A CO O>a D °H V I V ` 1ILf+ �� T `RDAD"DRR plan flogger m Q ' h$ LEFT ::°"%i 0lnlmn WOW,.coImw wnlwun 0 a LANE a bola lm.l ml. „a •gp.. a 0 dPh i S .e o-s s LOSED ' $ ••° f .l +n• o..irili° spm m I tiie.Y 0°0 N gf: „k S E • ~T . 2 9»e wisedo.il••+ori••t Al:,�ia°nroanr al•.aw ° 33 h I I . I I S 70 150' 165' 1130' 30' 60' 120' 90• ISE SGL v $S .—— •' 35 L• 205' 225' 245' 35' 70' 160' I20' .. r_—i �, A. 40 6° 265' 295' 320' 40' 0' 240' 155' a -e J —fit 45 450' 495' 540' 45' 50' 320' 195' ffe _ 40 500• 550' 600' 50' 100' 400' 240' j: 8h , A*.S i5 550' 605' 660' 95' 110' 500' 295' 16 �•. 5e•a a6• I L•NS �� I I - "��`�4- 60 600' 660' 720' 60' 120' 600' 750' �� "i4! L ]u e �T{6 d t i:11".• 65 650' lis- 700- 65' 130' 700- 410' el Sil :� — 7--).7."-.--*.-----IN-21/ ;._,, =A io 700' 625 900 70• 1.0' 900 415' m Z co m to y FI¢ —.XX ala-1• 1s 750 ers 900 75so 900 540 a Q P 3E S6 - ,T-,. —T rrA sm not'e il♦ *Convenrlanal 40000 Only • w 3 in t0 i 1N roper lerptn0 no.a been rwmea off. I` W N m 07 giy, h2 Snooc.Panicle+Ian ,n, 1,a L•len°tn of Tiler fin 1.0104n of Dffeerrtn 6•PoeteE 5wae1Wx1 Z DI U 0 gy a*a n1 'teretes'*r F -.._..- ve 1jJt•� U —W In 41/ ose1111°irp er°M1ai°v 0 I L — 2 Ise.,e*.11--.,....... _ '.1..‘.t.y TYPICAL USAGE Z l7 D=% So6 E I lm•s.I.notes.l 51— _�'--__ • � MCAT MOST rely IxrERwo14. l TESS Z Z O.•a C, 'e• with ▪ ' we1LE PIACI. STATIM•. MD STATTOXMT PATIO.. 0 W x - Iyer °a _ 6.Anarnl?n Inimalrr ! — F 0 W O N �eSb ..,,ii , 01001::°5000 or notes 44°••5r C GENERAL NOTES tt Q N J N dqi £0E [ • I.flag•04+00.,n elms wore aro.ere 4(001010. ]Q N o hhhh Z.All+toff ie control p•TI00•Illwrrar.a v REa1Rio.'MO,mow Om. W Ur W W— K5 .Ian IM+*lapis.Smel 0 5 w milted.nen•tam•1 fSIrO in the plana, rmlll•mlmelww ware,Wren waarov.by rte Engineer. W Z EA •'•�� • 1.or bIII*y 8040 NAS ACM•101 toy w 900 400*If to >0 XWi I•. .:I 2 rl•IeI IOy of ms ae sato IS +nm Ism foot. >0 !Dodos Tmlol•.Ian a Iw Id w wee olytlw I.cm m pwllror•a X C-a./ a,-•1I•Xm •.so to,m for In*avow,of One or..ore..exposure.1m.aeNrwly E V y� o �SN nate t1� of lro ms p.rfonnmps sr qualify of the work.11 venters ere ne Iproer �_ p�$ • 1 ` Vete.M fails wore oadioans reo.n,a toe•raft 1.eanrcol fa rewln I4 ® MI• "_.... .. alms,ryw 5 STriewen or omen erne.lel.bvlws oaf w_Deflnnm gig - MAT for+M sown vmlale as TW. W • s• m� LANE %.-..---- —_—I � .1-41. 5.A.M.,Shaft.V.10..Ian,was wry°e msltlam,off*tee moa D. ie 4 e LOSED _ w.fam,new.new reran In eery to pro.m..l°er we moan. m '-,-..,„,1� S. ,- LOSED I Q JCP 11-40) Ago-57R • J 6.If ole TCP I•Ned for a left Iola alasl.e,CRo-silo Ur Ls.C605E0' �! yy )()( cwa-.r elm.Npl I te wan ar.t anaw•Il:lro tevleda anp11 w mm m+M „.......1 5h y___.i / L • °° 1:-..",.!:; center'IN wNre.tete m pre..ins Pse waw fret coming Irate it win, a n 33 ilk .N erred mol slaw In mea wan tent red 1M ens of ter wrg.elder. 1N 6 se® L TCP :n I1-ab) • SO 8 y /. I I • w" • •fie I.41.00*.,CNN a 50119.sm., pwvl.IIoIrp 0.1450 • e0 p ....—/ e• .MreC1 ®w9%m!lc..0 01000*.0*4 Mwiwwit l�k1• 0,0*1, ' I ' 4I > j.. r - G II mom.a..M era l5 an V lower,m,far taxon,aaceim.,at IS'S LANE 7 END / LOSE. ---- �� y—� a}a-STR ( �^` ♦ . ROAD NORR -.-2..-/ n•r n• J.'' ,4 pep-i �L,f1, 1 %( •- ROAD •e's zA- �� VIV IQTexgs arrc p••olw anralonso0rfallm END OR" \ w ROAD NORN' AHEAD 4 y.-... . I For construction pzo-z I TRAFFIC CONTROL PLAN ' . e 2. C1120-in "0A0 °n °° LANE CLOSURES ON MULTILANE e•y e- TCP 11-qD1 NOR rewind. aims silo ne- shadow venial. for 5..m..II AHEAD shadow wlal.s CONVENTIONAL ROADS 4.114C05 111 eorojeat �� TCP n-4G/ TWO LANES CLOSED •S.no.*I GENERAL ROTcm.found ES TCP(1 4) 12 �/✓� t¢ 6x51 aeo.,51M. are Trot la (()pool Maw.net __ i._ ..-_.J ONE LANE CLOSED xadllno. :.1 >7 ~_�n__�o'e4"'y E nA ,. .-N 1.11 no waw, I war. a,. 4.114 TRAFFIC I,I CONTROL PLAN TCP _-.--__—. ____.__.. ___ ___-._—__._ _. ____—_ ._._—_._____.__ - 6.0-2122_6-060 v. La 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 A��°F•TC'`1,95i •..43 e rif. ......... .4 k. t? - ,,,,, .:..............._ _._ . .t �C.0.q.................9ouGo - 7 l i i— // • O%• S9 ,. - LEN :••1C.fe® �sio � e o ` • CITY OF CORPUS.CHRISTI • DISCLOSURE OF INTERESTS City of Corpus Christi Ordinance 17112, as amended, requires all persons or firms seeking to do business with the • City to provide the following information. Every question must be answered. If the question is not applicable, answer with'NA'.f� • FIRM NAME \i n-Di 1n ��':7�7( t'►� L-L_ • -7�y/ �— STREET:�� I� ntfl �f�of CITY: seA `571 zip: 5.4rt/ FIRM is: 1. Corporation 2. Partnership 3. Sole Owner 4.Association r_ 5. Other - ' DISCLOSURE QUESTIONS i If additional space Is necessary,please use the reverse aide of this lSape or attach separate sheet. 1. State the names of each "employee" of the City of Corpus ChANU hiving an "ownership interest" constituting 3%or more of the ownership in the above named 9l nm". (If known) Name Job Title and City Department 2. Stab the names d each "official" of the City of Corpus Chrbtl having ars "ownership Interest" constitutbg 3%or more of the ownership In the above named"firm". Name Title • • 3. State the names of each"board member"of the City of Corpus Christi having an"ownership Interest" constituting 3%or mom of the ownership In the above named lino". • Name Board,Commission or Committee • 4. State the names of each employee or officer of a"consultant"for the City of Corpus Christi who worked on any matter related to the subject of this contract and has an"ownership Interest"constituting 3%or more of the ownershlp.ia.the-ahove named'ylrm". • • Name Consultant CERTIFICATE I certify that all information provided is true and correct as of the date of this statement, that I have not ngly withheld disclosure of any information requested: and that supplemental statements wit be promptly the City of Corpus Christi,Texas as changes occur. Certifying Person: ulO'tlfl 21)i3‘ Tine: � >r') ixPc _i— (Type or Print) • �L r G�, Date' Signature of Certifying Persoty�«'(-:x.ti `Z� -- Exhibit 5 CITY OF CORPUS CHRISTI CERTIFICATION OF FUNDS (City Charter Article IV, Sections 7 & 8) I, the Director of Financial Services of the City of Corpus Christi, Texas (or his/her duly authorized representative), hereby certify to the City Council and other appropriate officers that the money required for the current fiscal year's portion of the contract, agreement, obligation or expenditure described below is in the Treasury to the credit of the Fund specified below, from which it is to be drawn, and has not been appropriated for any other purpose. Future payments are subject to annual appropriation by the City Council. City Council Action Date: August 20, 2019 Legistar Number: 19-1027 Agenda Item: Ordinance authorizing a Wastewater Trunk Main Line Extension Construction and Reimbursement Agreement with Yasin Investment LLC; appropriating $899,786.39 from the Wastewater Trunk System Trust Fund to reimburse developer. Amount Required: (Amount to be Certified) $899,786.39 Fund Name Accounting Unit Account No. Activity No. Amount Sanitary Sewer Trunk 4220-21800-777 540450 $899,786.39 System Trust Total $899,786.39 ❑ Certification Not Required Ar1Tivv�.-J Director of Financial Services Date: 8113 /a,011