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HomeMy WebLinkAboutC2023-284 - 9/19/2023 - ApprovedWASTEWATER COLLECTION LINE 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 MPM Development, LP, ("Developer/Owner"), a Texas Limited Partnership. WHEREAS, the Developer/Owner, in compliance with the City's Unified Development Code ("UDC"), has a plat, approved by the Planning Commission on October 19, 2022 to develop a tract of land, to wit: approximately 103.015 acres known as Oso Creek Corner Subdivision located in Flour Bluff and Encinal Farm and Garden Tracts as shown in the attached Exhibit 1, the content of such exhibit being incorporated by reference into this Agreement; WHEREAS, under the UDC, the Developer/Owner is responsible for construction of the wastewater collection line extension ("Wastewater Collection Line Extension"); WHEREAS, under the UDC, the Developer/Owner is eligible for reimbursement of the Developer/Owner's costs for the construction of Wastewater Improvements; WHEREAS, it is to the best interest of the City that the Wastewater Improvements 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 certain funds become fully available in the Wastewater Collection Line Trust Fund and are appropriated by the City Council; and WHEREAS, the Developer/Owner has submitted an application for reimbursement of the costs for installing the Wastewater Collection Line Extension, as shown in Exhibit 2, the content of such exhibit being incorporated by reference into this Agreement. WHEREAS, the Wastewater Collection Line Trust Fund does not currently have sufficient funds to fully reimburse Developer/Owner for Wastewater Improvements; and WHEREAS, Developer/Owner may be paid when assets of the Wastewater Collection Line Trust Fund are sufficient, authorized for such purpose, and Developer/Owner has priority per UDC §8.5.2. E. 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. a. 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 SCANNED 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. b. The Wastewater Sanitary Sewer Trunk Line Trust Fund was established by Ordinance No. 17396 to encouraging the orderly development of subdivisions within and surrounding the City of Corpus Christi, Texas and continues pursuant Texas Local Government Code §395.001(4)(C). The revenue generated for funding and continuation of the Wastewater Sanitary Sewer Trunk Line Trust Fund is subject to legislation of the State of Texas and the City of Corpus Christi. Nothing in this agreement guarantees neither the continuation nor future revenues of the Wastewater Sanitary Sewer Trunk Line Trust Fund. The City is not liable for modification or termination of the Wastewater Sanitary Sewer Trunk Line Trust Fund. The Developer/Owner agrees that any modification or termination of the Wastewater Sanitary Sewer Trunk Line Trust Fund is a legislative action and does not constitute a breach of trust, an act of bad faith, an intentional or reckless indifference to the interest of a beneficiary, or a profit derived by the trustee from a breach of trust. 2. 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 Improvements, as shown in the attached Exhibit 3, the content of such exhibit being incorporated by reference into this Agreement, with the following minimum requirements: Wastewater Collection Line Description Unit Qty Unit Price Total Value of Item 12' SDR -35 PVC Pipe LF 3075 $150.00 $461,250.00 4' Diameter Manhole EA 10 $20,000.00 $200,000.00 Dewatering LF 3075 $80.00 $246,000.00 Embedment LF 3075 $10.00 $30,750.00 OSHA Trench Safety LF 3075 $5.00 $15,375.00 Sub -Total: $953,375.00 Portion of Engineering: $61,969.38 Portion of Contingency: $47,668.75 Total: $1,063,013.13 50% Reimbursable: $531,506.57 Wastewater Collection Line Construction And Reimbursement Agreement Page 2 of 12 Wastewater Collection Line, Cont Wastewater Credit (Commercial) $91,836.76 Wastewater Credit (Residential) $83,056.46 Total Wastewater Credit $174,893.22 Total Reimbursement from Trust Fund: $356,613.35 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 3. REIMBURSEMENT. a. The cost for the Wastewater Improvements is $1,063,013.13 however, subject to the conditions for reimbursement from the Wastewater Collection Line Trust Fund and the appropriation of funds, the City will reimburse the developer, the reasonable actual cost of the Wastewater Improvements up to an amount not to exceed 50% of the construction cost, which is $531,506.57 less $174,893.22 for lot/acreage fee credit for a total Trust Fund Reimbursement of $356,613.35 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 per the UDC and this agreement, the City agrees to reimburse the Developer/Owner on a monthly basis upon invoicing for work performed. The submitted invoice shall be deemed administratively complete by the City prior to payment. The reimbursement will be made no later than 30 days from the date of the City's administrative approval of the invoice. Developer/Owner shall submit all required performance bonds and proof of required insurance under the provisions of this Agreement. c. Cost -supporting documentation to be submitted shall include: 1. Summary of Costs and Work Performed on 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. Wastewater Collection Line Construction And Reimbursement Agreement Page 3 of 12 e. 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. f. 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. 4. PAYMENTS, CREDITS, AND DEFERRED REIMBURSEMENT. a. All payments, credits, priority of reimbursement, and deferred reimbursement shall be made in accordance with UDC §8.5. Developer/Owner understands and agrees that if funds are not available in the Wastewater Collection Line Trust Fund, that reimbursement will not be made until such funds are available, appropriated, and Developer/Owner has priority per UDC §8.5.2. Pursuant UDC §8.5.2. E., priority is determined according to the date the reimbursement agreement is approved by the City Council. b. Payments will not be paid when funds are not available in the Wastewater Collection Line Trust Fund. Payments may be made when monies are available in and appropriated from the Wastewater Collection Line Trust Fund and the Developer/Owner has priority in accordance with UDC §8.5.2. E. c. If the developer is owed funds from the Wastewater Collection Line Trust Fund, the developer will be given credit for lot or acreage fees that are due on subsequent final plats filed with the County Clerk in accordance with UDC §8.5.2. E. The amounts credited will be deducted from the outstanding amounts owed to the developer by the Wastewater Collection Line Trust Fund until the total amount owed has been paid, provided that the lands being platted are within or contiguous to the boundaries of the preliminary plat of the originally developed property, the land will be served by the wastewater collection line for which the credit was given, and an extension of the collection line was not required to serve the land. 5. DEVELOPER/OWNER TO COMPLETE IMPROVEMENTS. Developer/Owner shall award a contract and complete the Wastewater Improvements under the approved plans and specifications within 24 months from the date of City Council approval of this agreement. 6. 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: MPM Development, LP P.O. Box 331308 Corpus Christi, Texas 78401 2. If to the City: Wastewater Collection Line Construction And Reimbursement Agreement Page 4 of 12 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. 7. REQUIRED CONSTRUCTION. Developer/Owner shall construct the Wastewater Improvements 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. 8. SITE IMPROVEMENTS. Prior to the start of construction of the Wastewater Improvements, 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 Improvements. 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. 9. PLATTING FEES. Developer/Owner shall pay to the City the required acreage fees and pro - rata fees as required by the UDC. 10. TIME IS OF THE ESSENCE. Time is of the essence in the performance of this contract. 11. 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. 12. 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. Wastewater Collection Line Construction And Reimbursement Agreement Page 5 of 12 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 Improvements under the approved plans and specifications. e. Developer/Owner's contractor fails to complete construction of the Wastewater Improvements, under the approved plans and specifications as provided in section 4 of this agreement. f. Either the City or the Developer/Owner otherwise fails to comply with its duties or obligations under this Agreement. 13. 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 6, 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. 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 Wastewater Collection Line Construction And Reimbursement Agreement Page 6 of 12 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. 14. 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. 15 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 Improvements, contracts for testing services, and contracts with the contractor for the construction of the Wastewater Improvements must provide that the City is a third -party beneficiary of each contract. 16. 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. 17. DEDICATION OF WASTEWATER IMPROVEMENTS. Upon completion of the construction, dedication of Wastewater Improvements will be subject to City inspection and approval. Wastewater Collection Line Construction And Reimbursement Agreement Page 7 of 12 18. WARRANTY. Developer/Owner shall fully warranty the workmanship of and function of the Wastewater Improvements 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. 19. INDEMNIFICATION. Developer/Owner covenants to fully indemnify, save and hold harmless the City of Corpus Christi, its officers, employees, and agents, ("indemnitees") against any and all liability, damage, loss, claims, demands suits and causes of action of any nature whatsoever asserted against or recovered from city on account of injury or damage to person including, without limitation on the foregoing, workers compensation and death claims, or property Toss 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 Wastewater Collection Line Construction And Reimbursement Agreement Page 8 of 12 any hazardous substance. The fees for which the developer/owner shall be responsible under this subparagraph shall include but shall not be limited to the fees charged by (i) attorneys, (ii) environmental consultants, (iii) engineers, (iv) surveyors, and (v) expert witnesses. (b) any costs incurred attributable to (i) the breach of any warranty or representation made by Developer/Owner in this agreement, or (ii) any cleanup, detoxification, remediation, or other type of response action taken with respect to any hazardous substance on or under the property regardless of whether or not that action was mandated by the federal, state or local government. This indemnity shall survive the expiration or earlier termination of the agreement. 20. 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. 21. 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. 22. 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, Wastewater Collection Line Construction And Reimbursement Agreement Page 9of12 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. 23. 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 010, please review the information on the City Secretary's website at http://www.cctexas.com/government/city- secretary/conflict-disclosure/index 24. 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. 25. 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. Remainder of page intentionally left blank; signature page to follow. Wastewater Collection Line Construction And Reimbursement Agreement Page 10 of 12 EXECUTED IN ONE ORIGINAL this Rebecca Huertahir City Secretary l a.{ X10 AUTHORIL 3TCOUNCIL _........1..:.J..:�.i� 41,Mrir rwlriW IEGRF_'TAI/v rr111/i/1. APPROVED AS TO LEGAL FORM: 12-20-7_3 Buck Brice Assistant City Attorney For City Attorney (Date) Wastewater Collection Line Construction And Reimbursement Agreement day of 20 Dr4-V4legiC CITY CCI' `I7 S RPUS CHRI e J. R tor o ire ymond HI, AIA, CBO evelopment Services Page 11 of 12 STATE OF TEXAS.11 COUNTY OF Y 1U ceb § DEVELOPER/OWNER: MPM Development, LP P.O. Box 331308 Corpus Christi, Ay 78401 Mos f 1Ftaghasi Genera Partner By: This instrument was acknowledged before me on k11S I , 202 , by Moses Mostaghasi, General Partner of MPM Development, P, a General Partner, on behalf of said corporation. CYNTHIA BUENO ID# 1178588-3 • * Notary Public STATE OF TEXAS OFMy Comm. Exp. 1 1-04-2023 ' vvvvvv,— -,-v- Wastewater Collection Line Construction And Reimbursement Agreement rn1rc blallQ Notary Public's Signature Page 12 of 12 LOCATION MAP SCALE. I" 3000' UTILITY LEGEND PROPOSED WASTEWATER PROPOSED STORM SEWER - W - PROPOSED WATER oe ,:F+ EXISTING OVERHEAD ELECTRIC - rAs - CAS - EXISTING GAS Zoning Table Existing Zoning Lot 1 Farm Rural Distrlct Lot 2 Farm Rural District Lot 4 Farm Rural District Lot 5 Residential Estate District Pruposed Zoning____ Lott Neighborhood Commercial Lot 2 General Commercial Lot 4 Single -Family 4.5 Lot 5 Single -Family 4.5 CIVIL ENGINEER & LAND SURVEYOR L� QUIDDITY A" u CONTACT: Joseph E. Yak V, PE CONTACT: Tray A. Trobaugh, RPLS STARLIGHT ESTATES UNIT VOL 69, PC. 35-36 1.140 ACRES GRANTEE: CORPUS CHRISTI 15U140 APARTMENTS VILLA MANAGEMENT GROUP, LLC 0OC62021027229 0.224 ACRES LIFT STA5ON CITY OF CORPUS CHRISTI 00042017043900 [INDEX AMP Exhibit 1 1.140 ACRES GRANTEE: USA ANN LANDERS 0002006048653 8,26 ACRES DRAINAGE ROW 0002017043998 0.P.R. LOT1 19.938 AC 868,526 5F 6.00 ACMES GRAN n .: CORPUS CHRISTI ISLAND APARTMENTS WL14 MANAGEMENT GROUP. LLE DOC/2021027229 0.0.R.8.5.T. 5.003 ACRES WARRVn1 DEED MAY 24. 2021 ORMITEE MEIANIE VIIIARREAL JENNINGS 00041011029118 LOT 5 3.555 AC 154,853 SF (11 1LV0_ Da ROWERi/TNQ 3-4F-`Pn A, LOT2 28.374 AC 1,235,962 SF LOS CHICOS DRIVE ro.,ao0. ROW R LOT4 40.138 AC 1,748,407 SF I AGHEP �pUBf� • 3.00 p T IP WC. No. 2022024773, OMEN 303334011 PORTIONS OF LOTS 9 4 10 70.731 ACRES RPM DEVELOPMENT U7 DOC. No. 2022035657. O.R. LOT 12 7.07 ACRES MPM DEVELOPMENT 001, 56. 2022024773, 0.P.R. OWNER 10:534011 mss LOT 12 5.79 ACRES RPM DEVELOPMENT LP DOC. No. 2022024773, oy1NER 19:534011 11.09 ACHES CA0E0 CORPUS CHRI51I ISLAND APARTMENT VELA MANAGEMENT 00042021021291 O.P.R. •%i////i/ii//i/////ii//ii//i//ii//ii /iiiiii/iii/iii/ilii/ii/iii/ii////ii• 9.0 H -a ROW WIMIAN 60.4 00 WALYN LOS CHICOS DRIVE MAPACHE PASS 12.0' ILL 12.0' 2. ON MIN 12,0' 12.0' 61K LOT 2 19.056 ACRES MPM DEVELOPMENT LPI DOC N0. 202202557, O.R. ROW B.0' 3.0' 80.0' ROW 000 PKWY (FROM YORKTOWN BLVD TO STA 24.56) LOT 3 20.21 ACRES CITY OF CORPUS CHRISTI VOL. 2209.00204078. 1.01 4 16.68 ACRES TY OF CORPUS CHRISD VOL. 2188. PC 326 OP., 14.634 ACRES (CALLED) PR DEVELOPMENT LP DOC. No. 2022025556. LOT 5 19.07 ACRES CITY OF CORPUS CHRISTI VCC. 2166, PC. 456. 4.0' 13.0' 140' MINING LAO 1.0141,111 13.0' 4'0' I SD' IL MM. We 60.0' ROW OSITO WAY (FROM YORKTOWN BLVD TO LOS CHICOS DRIVE) OSITO WAY (FROM LOS CHICOS DRIVE TO MAPACHE PASS) ROW 20,4 1.0 1 5.0' 14,0' 12.0' 15.0' 12.0' 12.01 6,D' PRELIMINARY PLAT OF OSO CREEK CORNER PHASE 1 A 103.015 ACRE TRACT OF LAND, BEING ALL OF LOTS 8, 9, 13, 14, AND A PORTION OF LOTS 10, 12, AND 15 SECTION 34, FLOUR BLUFF AND ENCINAL FARM AND GARDEN TRACTS, IN VOLUME "A", PAGES 41-43, MAP RECORDS, NUECES COUNTY, TEXAS, CORPUS CHRISTI, TEXAS DATE OF PRINT: July 14, 2023 0 100 200 300 BOE SOLLE: 1" . 300' GENERAL NOTES 900 1. TOTAL NUMBER OF BUILDABLE LOTS:4 2. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE 050 CREEK THE 116411AS CLASSIFIED THE AQUATIC LIFE USE FOR THE 050 CREEK AS 'EXCEPTIONAL' AND 'OYSTER WATERS'. TC160 ALSO CATEGORIZED THE OSO CREEK AS 'CONTACT RECREATION' USE. 3. THE BEARINGS,DISTANCES, AREAS AND COORDINATES SHOWN HEREON ARE TEXAS COORDINATE SYSTEM GRID, SOUTH ZONE (NAD'83(, A5 DETERMINED BY GLOBAL POSITIONING SYSTEM (GPS) WITH NGS OPUS POST PROCESSING. THE UNIT OF LINEAR MEASUREMENT IS U.S. SURVEY FEET. TO CONVERT GRID DISTANCES TO SURFACE, APPLY THE COMBINED GRID TO SURFACE SCALE FACTOR OF 1.00004. 4. ALL ELEVATIONS SHOWN HEREON ARE NAVD210 DATUM, AS DETERMINED BY GPS OBSERVATION. 5. THE YARD REQUIREMENT, AS DEPICTED, ISA REQUIREMENT OF THE UNIFIED DEVELOPMENT CODE AND LS SUBJECT TO CHANGE AS THE ZONING MAY CHANGE. 6. THE TOTAL PLATTED AREA CONTAINS 103.299 ACRES OF LAND INCLUDING STREET DEDICATION. 7. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP, PANEL 48353205000, DATED OCTOBER 13, 2022, PORTIONS OF THIS TRACT ARE LOCATED IN UNSHADED ZONE 1%1 6 SHADED ZONE' K'. B. ACCORDING TO THE NATIONAL WETLANDS INVENTORY, POTENTIAL WETLANDS E%IST ON SITE. 9. WATER, WASTEWATER LOT/ACREAGE AND PARK FEES SHALL BE PAID PRIOR TO RECORDATION OF THE FINAL PIAT. 30. ALL UTILITY AND TEMPORARY R.O.W. EASEMENTS DEDICATED BY SEPARATE INSTRUMENT SHALL BE RECORDED AND LABELED ON THE FINAL PLAT. 11. EACH LOT WITHIN THIS PLAT SHALL CONFIRM TO ZONING DEVELOPMENT STANDARDS (UUC4.3.3) THE FINAL AT 6 REQUIRED TO BE CONSISTENT TO THE ZONING DEVELOPMENT STANDARDS. 12. THE DEVELOPMENT, CURRENTLY MOSTLY UNDEVELOPED WITH SEVERAL FARM BUILDINGS AND SINGLE FAMILY RESIDENCES, WILL BE DEVELOPED IN TWO PHASES TO INCLUDE RETAIL SITES, MULTIFAMILY, EDUCATIONAL AND SINGLE FAMILY DEVELOPMENT. SINGLE FAMILY DEVELOPMENT 6 ANTICIPATED TO CONTAIN APPROXIMATELY 4.5-5 UNITS PER ACRE. THERE ARE NO MISTING DRAINAGE STRUCTURES ONSITE. THE SITE IS PROPOSED TO OUTFALLTO THE EAST INTO OSO CREEK 13. THE PROPERTY IS NOT IN THE AIR INSTALLATION COMPATIBLE USE ZONES (AI1U 14. THE WIRE PROPERTY LIES WITHIN THE are LIMITS OF THE QTY OF COR US CHRISTI. IS. THE STARRY ROAD ROW WITHIN THE PLATTED AREA WILL BE VACATED. ROW 60,0'ROW OSO PKWY (FROM STA 24056 TO MAPACHE PASS) LEGENLI OPRNCT OFF10.44 PUBLIC REC0R09 NUECES COUNTY 16 DED NRECM.O. CORDS NUECES COUNTY 1 UECES COUNTY TX set I/2-0100 IRON ROO (W/CN SWIPED 'JONES CARTER-) route 1/2 -INCH IRON ROD MONO PN -r1.41 TARO REQUIREMENT (SEE URATE 5) nun, EASENENT ELECTRIC EASEMENT LITYPROE EASEMENT WATTEWATER EASEMENT WATERLINE EASEMENT PLAT BOUNDARY SEE SHEET 6FOR LINE AND CURVE TABLES ear, a=e QUIDDITY ENGINEERING Job No. 50870-0123-00 LOCATION MAP SCALE: 1' • 3000 LEGEND YARD REQUIREMENT EXSIRNG EASEMENT PRE -DEVELOPMENT FLOW ARROW POST -DEVELOPMENT FLOW ARROW PLAT BOUNDARY UTILITY LEGEND PROPOSED WASTEWATER PROPOSED STORM SEWER PROPOSED WATER EXISTING OVERHEAD ELECTRIC — gas—res— EXISTING GAS CIVIL ENGINEER & LAND SURVEYOR 13 QUIDDITY u CONTACT: Joseph E. York V, PE CONTACT: Trot/ A. Troeeugh, RPI5 25' Wide Right -of -Way Dedication— - - Is Contingent on Soles Agreement with City of Corpus 09,1.11 ENE ti 0 12"- - Connect Prop /Connect to Eslstlng 12' Waterline 0 50 100 200 300 SCALE: 1' = 100' -25' Wide Right -of -Way 10 Wide UIBJIy Easement a Easement Doe. /2006015519, Doc, /2005015519, - '_` — R B C.T. , O.P.R.B.C. T. (et/OP '.• EAS "• —e - VORKTOWN BLVD - L_ -- --i.-12_130'ROWJILTIMATE) 661'1406 E 666.46 S 4 rh 1 15' Wide Utility Easement Doc. /2006015519, O.P,R.B.C.T. 50'78 5' 617406" E /A0R39 Af=WIIDs —cA 00 / r is I0,, ,2 r 5' EE..-- -c..e .. \ate✓ ( Y: 1 v 17 \ -1 r \, -.O / I`` 1 j 7 \.f (l 1/ J F - UE J \_ c12, (2 — \✓—� 51 " "08 20' TO CL PUBLIC ROW STARRY ROAD Vol. "A' PG 41-43 LOTI 19.939 AC 868,5265E )a 50' 5 410420' W 106.16' ti IIz/ R '43- itt Ia I VA 4 A IIx 5'EI N N n H 5' Uf II 5' NILE (WIN) 4320' II! III SII 15' Wide Utility Easement Doc. /2006015519, O.P.R.B.C.T. 10 PEDESTRIAN EASEMENT (04161941 (II 11 81 Rin 111 I N 264736' E 6/505' SO' YR — 2 2, A 5'UE 5'EE- II �\ it ' 11 scII LOT2 VEE 28.374 AC 1,235,9625E 10' PEDEST61.614 EASEMENT(ENO) LOS CHICOSDR/VE /00'PtlVUCROKM— 5'fE j1O'UE �10'WWf PRELIMINARY PLAT OF OSO CREEK CORNER PHASE 1 A 103.015 ACRE TRACT OF LAND, BEING ALL OF LOTS 8, 9, 13, 14, AND A PORTION OF LOTS 10,12, AND 15 SECTION 34, FLOUR BLUFF AND ENCINAL FARM AND GARDEN TRACTS, IN VOLUME "A", PAGES 41-43, MAP RECORDS, NUECES COUNTY, TEXAS, CORPUS CHRISTI, TEXAS DATE OF PRINT: July 14, 2023 KEY MAP GENERAL NOTES 1. TOTAL NUMBER OF BUILDABLE LOTS: 4 2. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY 15 THE OSO CREEK THE TCEQ HAS CLASSIFIED THE AQUATIC LIFE USE 109 THE 0S0 CREEK AS "EXCEPTIONAL' AND 'OYSTER WATERS'. TCFQ ALSO CATEGORIZED THE 050 CREEK AS 'CONTACT RECREATION" USE. 3. THE BEARINGS, DISTANCES, AREAS AND COORDINATES SHOWN HEREON ARE TEXAS COORDINATE SYSTEM GRID, SOUTH ZONE(NAD'B3), AS DETERMINED BY GLOBAL POSITIONING SYSTEM (CPS) WITH NGS OPUS POST PROCESSING. THE UNIT OF LINEAR MEASUREMENT IS U.5. SURVEY FEET. TO CONVERT GRID DISTANCES TO SURFACE, APPLY THE COMBINED GRID TO SURFACE SCALE FACTOR OF 1.00004. 4. ALL ELEVATIONS SHOWN HEREON ARE NAND. DATUM, AS DETERMINED BY GPS OBSERVATION. 5. THE YARD REQUIREMENT, AS DEPICTED, IS A REQUIREMENT OF THE UNIFIED DEVELOPMENT CODE AND S SUBJECT TO CHANGE AS THE ZONING MAY /CHANGE. 6. THE TOTAL PLATTED AREA CONTAINS 103.299 ACRES OF LAND INCLUDING STREET DEDICATION. 7. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP, PANEL 45355C0540G, DATED OCTOBER 13, 2022, PORTIONS OF THIS TRACT ARE LOCATED IN UNSHADED ZONE "X" 6 SHADED ZONE "X'. R. ACCORDING TO THE NATIONAL WETLANDS INVENTORY, POTENTIAL WETLANDS EXIST ON SITE. 9. WATER, WASTEWATER LOT/ACREAGE AND PARK FEES SHALL BE PAID PRIOR TO RECORDATION OF THE FINAL PLAT. 10. ALL UTILITY AND TEMPORARY R.O.W. EASEMENTS DEDICATED SEPARATE INSTRUMENT SHALL BE RECORDED AND LABELED ON THE FINAL PLAT. 11. EACH LOT WITHIN THIS PIAT SHALL CONFIRM TO ZONING DEVELOPMENT STANDARDS (0001.3.3) THE FINAL PUT LS REQUIRED TO BE CONSISTENT TO THE ZONING DEVELOPMENT STANDARDS. 12. THE DEVELOPMENT, CURRENTLY MOSTLY UNDEVELOPED WITH SEVERAL FARM BUILDINGS AND SINGLE FAMILY RESIDENCES, WILL BE DEVELOPED IN TWO PHASES TO INCLUDE RETAIL SITES, MULTIFAMILY, EDUCATIONAL AND SINGLE FAMILY DEVELOPMENT. SINGLE FAMILY DEVELOPMENT IS ANTICIPATED TO CONTAIN APPROXIMATELY 4.5-5 UNITS PER ACRE. THERE ARE NO EXISTING DRAINAGE STRUCTURES ONSITE THE SITE IS PROPOSED TO OUTFALL TO THE EAST INTO 050 CREEK 13. THE PROPERTY IS NOT IN THE AIR INSTALLATION COMPATIBLE USE ZONES (AICU2). 14. THE ENTIRE PROPERTY UES WITHIN THE CITY LIMITS OF THE ON OF CORPUS CHRISTI. 15. THE STARRY ROAD ROW WITHIN THE PUTTED AREA WILL BE VACATED. a 5 6179'[6 F 496.09' 5 etI 6/79b16' E 54609' 7906' W 49609 SEE SH ET 6 FOR LINE AND CURVE TABLES N 617435' W 66011' — - - 6 20' 5'WLY 5' UE I' r IfLS'UE 11.14?-5.:FE LOT 4 5'EE 40.138 AC 1,748,407 SF 50' C$T2 G 6 11532111 099901 0600001 PUBLIC RECORDS NUECE6 COMFIT TX ORPICT DEED RECORDS NUECES COUNTY TX '3' WP RECORDS NuECES COUNTY ROLA ROD ll S' BET 1/2 -INCH (W/CAP STNIPID "JONES CANTER") T F 1/2 -INCH IRON ROD RI TC FOUND PN RAE. YR YARD REONREUENT (SEE NOTE 5) UE MUTT EASEMENT EE ELECTRIC EASEMENT CE DRAINAGE E WISTEWATEER �� EASEMENT JE WWATERLINE EASEMENT CIVIL ENGINEER&LAND SURVEYOR PRELIMINARY PLAT OF 0 50 100 200 300 OSO CREEK CORNER PHASE 1 4 [A�� I QUIDDITY SCALE;1"=1 A103.015 ACRE TRACT OF LAND,BEING ALL OF LOTS 8,9,13,14, yE �' `` AND A PORTION OF LOTS 10,12,AND 15 SECTION 34,FLOUR - us°'a�.AeS�sl.u.:"S;""m:$8..io'a"'.�5.`i iso«ass°0°}i00 BLUFF AND ENCINAL FARM AND GARDEN TRACTS,IN VOLUME �•� T CONTACT:Joseph E.York V.PE "A",PAGES 41-43,MAP RECORDS,NUECES COUNTY,TEXAS, •4' �.���J,,,,�� CONTACT:Troy A.Trob.AEh,RPLS CORPUS CHRISTI,TEXAS 00 A - • 1 - DATE OF PRINT:July 14,2023 f ,p N "J 1s'ends ULRHy `-/ -A..---A i _ 25 Md.Right 9hl f W Y 11 s i Easement '/ - Ox. 2008015379 'O.FS 12006015519, YORKTOWN BLVD-MEI.ROW'ROS1 NO - O.P.R.B.C.T \`L�_ - \ - SHEET 2I_�i SHEET 11 _. -_ 130'ROWAILTMMTE) =- • Gs ^`L �.Ps—,-c _ _ — =1\s6/74,10""E-90112),7"-_—G '� T' ____,A,--- _ ^ `ws -, �- s O+s - I -uTrr. ---- ,_..a,....______,,,___i LOCATION MAP 8'TE - 7 - \ l \ �' 1 SHEET5 O SCALE:1"•3000' :\----1 I O LEGEND • 50.YR i ./ I e I eI ` \ ' N —-- YARD REOUIREMEM L \ EXSITING EASEMENT �L-� ~ �, I I KEY MAP OI PRE-DEVELOPMENT FLOW ARROW / -' I—". J 1\ \ ."I M T 1 GENERAL NOTES N. —� POST-DEVELOPMENT FLOW ARROW \ R1 l PLAT BOUNDARY ,.2 V W Vi I \ a\ 1. TOTAL NUMBER OF BUILDABLE LOTS:4 0 W / 2. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS UTILITY LEGEND 7 \ Y \ u PROPERTY IS THE OSO CREEK THE TCEQ HAS CLASSIFIED THE AQUATIC LIFE vi P. \• ' USE FOR THE OSO CREEK AS'EXCEPTIONAL.'AND'OYSTER WATERS.TCEQ Z —RR— PROPOSED WASTEWATER / �\9 = b� h ALSO CATEGORIZED THE OSO CREEK AS'CONTACT RECREATION.USEI . Q -55 PROPOSED STORM SEWER / \ \ \ 3. THE BEARINGS,DISTANCES,AREAS ANDCOORDINATES SHOWN HEREON a "— A J ARE TEXAS COORDINATE SYSTEM GRID,SOUTH ZONE(NAD'83),AS PROPOSED WATER �-FS' DETERMINED BY GLOBAL POSITIONING SYSTEM(GPS)WITH NGS OPUS 0 —no-----ST-L— EXISTING OVERHEAD ELECTRIC /I I h POST PROCESSING.THE UNIT Of LINEAR MEASUREMENT IS U.S.SURVEY —GS—CAS— IXISRNG GAS N / -� \ £ l , 1 FEET.TO CONVERT GRID DISTANCES TO SURFACE,APPLY THE COMBINED Z GRID TO SURFACE SCALE FACTOR OF 1.00004. a-. �/yu�� 4. ALL ELEVATIONS SHOWN HEREON ARE NAVD'88 DATUM,AS DETERMINED W �_/_\I i IL 10'UE� 'O \ \ BYGPS OBSERVATION. W ' I ', S.THE YARD REQUIREMENT,AS DEPICTED,IS A REQUIREMENT OF THE UNIFIED Z ^A\ \/_./ F=YI I y 4 \ \ DEVELOPMENT CODE AND IS SUBJECT TO CHANGE AS THE ZONING MAY Z / I 5'FE O PORTIONS OF LOTS 9 e 10 CHANGE. Z 70.731 ACRES \ , 6.THE TOTAL PLATTED AREA CONTAINS 103.299 ACRES OF LAND INCLUDING W -y -J ' MPM DEVELOPMENT LP STREET DEDICATION. �,� I DOC.No.2022035637,O.R. \ 7.ACCORDING TO FEMA FLOOD INSURANCE RATE MAP,PANEL ATEDI0540G, DATED OCTOBER 13,2022,PORTIONS OF THS TRACT ARE LOCATED IN 0 II I UNSHADED ZONE"X"B SHADED ZONE"X". 0 I II B. WETLANDS TO THE NATIONAL WETLANDS INVENTORY,POTFNTUI I5'WLE WETLANDS EXIST ON SITE. I 9.WATER,WASTEWATER LOT/ACREAGE AND PARK FEES SHALL BE PAID PRIOR Q \\ I I TO RECORDATION OF THE FINAL PLAT. I 11 1 s �-�.. II I 'D 10.ALL USURY AND TEMPORARY R.O.W.EASEMENTS DEDICATED BY SEPARATE I INSTRUMENT SHALL BE RECORDED AND LABELED ON THE FINAL PLAT. LOT2 111 10'WINE (` 11.EACH LOT WITHIN THIS PLAT SHALL CONFIRM TO ZONING DEVELOPMENT 28.374 AC / `J" �I -I (By Separate I \ STANDARDS(00C4.3.3)THE FINAL PUT IS REQUIRED TO BE CONSISTENT 1,235,9625E y I Instrument t TOTHE ZONING DEVELOPMENT STANDARDS. ^ \ / III I By Others) ) 12.THE DEVELOPMENT,CURRENTLY MOSTLY UNDEVELOPED WITH SEVERAL -- / ` II 11\ FARM BUILDINGS AND SINGLE FAMILY RESIDENCES,WILL BE DEVELOPED IN I / TWO PHASES TO INCLUDE RETAIL SITES,MUITFFAMILY,EDUCATIONAL AND �_ / I III I i SINGLE FAMILY DEVELOPMENT.SINGLE FAMILY DEVELOPMENTS ANTICIPATED TO CONTAIN APPROXIMATELY 4.5T E UNITS PER ACRE.THERE / +U��' I I I II I I , ARE NO EXISTING DRAINAGE STRUCTURES ONSITE.THE SITE S PROPOSED _ / TO OUTFALL TO THE EAST AR AIR OSOIN CREEK. �- ----- / t II I i 13.THE PROPERTY S NOT IN THE INSTALLATION COMPATIBLE USE ZONES (AICUZI. ' \ 1 A I 14.THE ENTIRE PROPERTY UES WITHIN THE CITY LIMITS OF THE ON OF \ 9 II I I 1 THE STA CRISM. III (I ` 15.THE STARRY gOAD ROW WITHIN THE PUTIFDAREA WILL BE VACATED. I III 1,1 LEGEtlQ 1 I I-�'• II I U I OPMICT DFFMx+1 PUBIC RECORDS NIECES COUNT 1X a 1 \ CON= HEED RECORDS MACES COUNTY 1% III I\ YRNCT UMP RECORDS NUECES COUNTX TY III 1 l 7' '.ser I/23-NCRRo H�RON o We.STAMPED \ / —' II II I I .F FOUND I/2-INCH IRON Rao 1 sPK" FOUND PX-MIL 1 11 1 \ \ \ YR-- 15/10 REWREMENT(SEE NOTE B) ../ \I 1 rr /rf \ -- /'E 1J8 8 \\� A / ,13.-,47 E y.,/\ s0'YR / - i �i 5 8 5 913 t10-C'a \ B§ .(r W 13 \. \ 2z9 5'FE 10•UE I ���i�� 33'� �\\\ \ 1 Ff- _._ _/10'WWE i1 _ -OT1_ _...0_,--...-.----- '/-L= $ �!� // \\\\� G. \ y 5 62799#"E 196.09' 4 R-ss_-0 -a----___11.--7-----COS RI _ US—. A.=i. -- 5 uEl/ 10'UE \- \ \\ F 5 6179'06"[516.09' N 6!79.06"W 40600' , - �ROF7) ___�__—� • / s'Ef \\\\ V\ S -- �}'Q�- Sz --- \___________ __ `s'UE _ -------- I \\ 50'YR 41 5'WL( S Ef� �— - LOT4 —.. I - - - - 40.138 AC Eva \\\ / � r-- 50 Ye 1,748,407 SF I \\G G �,`AF\/ .R il SEE SHEET 6 FOR LINE ,«, _,4 -.AI SE S14" SIs^z t,F .NF .-rl- ',HEFT c; iFEEtl AND CURVE TABLES `- /S�� 41 CIVIL ENGINEER&LAND SURVEYOR PRELIMINARY PLAT OF 4. 0 50 100 200 300 OSO CREEK CORNER PHASE 1 4'1. D QUIDDITY SCALE:1'- 100' A 103.015 ACRE TRAC OF AND,BEING ALL OF LOTS 8,9,13,14, ...reamana"Ro�.L N A wA1aoWLm ANDA PORTION OF LOTS 10,12,AND 15 SECTION 34,FLOUR ,,■ccs : InVan.N.,,..,.$LMtolig.,°oa.. S ,RSIs BLUFF AND ENCINAL FARM AND GARDEN TRACTS,IN VOLUME -� CONTACTJoseph E.York V.PE "A",PAGES 41-43,MAP RECORDS,NUECES COUNTY,TEXAS, • . CONTACT:Troy A.TroAGoG,RPLS ,TEXAS e �; ��, J ,• I i. \ I i, I.,,,.wR,.w am0 DATE OF PRINT:JAIy 14, 23 0 — A I Z s 1 K� I n I i I a 81EW� s — M may` I I ...\_,...-'-'7...„...., „ �� On I ��� ° LOCATION MAP _pi. II 6.00 ACRES I I SHEET SHEETS SCALE 1"•3000' 0u GRANTEE: CORPUS CHRIST I I O 120 I1 ISLAND APARTMENTS VILLA (I 0 LEGEND I _ -K 1 MANAGEMENT GROUP,LLC I ep J I -ijii M O1 GROUP. CV - -- YARD REQUIREMENT '^ • O.P.R.N.C.T.027229 / I OISMNG EASEMENT ' ;MI I O •—i PRE-DEVELOPMENT FLOW ARROW - - 1" I d I KEY MAP 0 POST-DEVELOPMENT FLOW ARROW I� ' 1, 1 1 GENERAL NUNS N 00 ^S 1.1 S TBYOse'w AKW'.A' N PLAT BOUNDARY \ I. TOTAL NUMBER OF BUILDABLE LOTS:4 2. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE 050 CREEK THE TCEQ HAS CLASSIFIED THE AQUATIC LIFE UTILITY LEGEND / -d 1,140 ACRES , I USE CATEGORIZED OSO CREEKAS CR EPTIONAL'AND'RECRE WATERS'.TCEQ Z —we— PROPOSED WASTEWATER LR) GRANTEE:CORPUS CHRISTI ISLAND I I r I ALSO THE 050 CREEK AS'CON DIN TECREATION'USF. APARTMENTS VILLA MANAGEMENT GROUP,LLC I IT I 1 3. THE BEARINGS,DISTANCES,AREAS AND COORDINATES SHOWN HEREON .0 —SS— PROPOSED STORM SEWER DOC/2021027229 4— N J I ARE TEXAS COORDINATE SYSTEM GRID,SOUTH ZONE(NAD'83),AS ,0 —w— PROPOSED WATER O.P.R.N.C.T. I I DETERMINED BY°LOBAL POSITIONING SYSTEM(GPS)WITH NGS OPUS —oxr ,p'+— E%ISDNC OVERHEAD ELECTRIC I.DAA#AOS .` I POST PROCESSING.THE UNIT OF LINEAR MEASUREMENT 8 U.S.SURVEY (7 •I • I GRANT'VAT,'" E LARDERS Cl g R I 1 FEET.TO CONVERT GRID DISTANCES TO SURFACE,APPLY THE COMBINED Z —us—GAS— EXISTING GAS V/I-,3( I 0 AWO1 GRID TO SURFACE SCALE FACTOR OF 1.0000/. L _�_ .. -- - .W 0. ALL ELEVATIONS SHOWN HEREON ARE NAVD'88 DATUM,AS DETERMINED W IR. SIS BY GPS REQUIREMENT. W 3^ -II IP ”' "` "w F .I S.THE YARD REQUIREMENT,AS DEPICTED,IS A REQUIREMENT OF THE UNIFIED Z 0.224 ACRES Co oled to \\11111(S•LRE DEVELOPMENT CODE AND IS SUBJECT TO CHANGE AS THE ZONING MAY 55 UFT STATION SK tI.R UN 8 I CHANGE. Z 'OF CORPUS CHRISTI I I I• OyOTH entr = 1 6,THE TOTAL PLATTED AREA CONTAINS 103.299 ACRES OF LAND INCLUDING W DDD/2D17043998 V By Others) II LOT4 STREET DEDICATION. O.P.R. II e I "I I ?.l1 I 40.148 AC 7.ACCORDING TO FEMA FLOOD INSURANCE RATE MAP,PANEL 4ATED INS000, 10'•WF DATED OCTOBER IS,2022,PORTIONS OF THIS TRACT ARE LOCATED IN R 1 I 3,T48,4D75f UNSHADED ZONE'K"&SHADED ZONE.r. "a. I�S'EF B.ACCORDING THE NATIONAL WETLANDS INVENTORY,POTENTIAL o7 L • WETLANDS R,W E%IST ON SITE. �I) .LTi s•UE 9 WATER,WASTEWATER LOT/ACREAGE AND PARK FEES SHALL RE PAID PRIOR d I I I w 1� I TO RECORDATION OF THE FINAL PEAT. V 1 30.ALL UTI LIT,AND TEMPORARYR.O.W.EASEMENTS DEDICATED BY SEPARATE I III a A .I l` 5.003 ACRES 10'flight -Way Ik SYR INSTRUMENT SHALL BE RECORDED AND IAMELED ON THE FINAL PLAT. WARRANTY GEED Oedication Others) 1 11.EACH LOT WITHIN THIS PIAT SHALL CONFIRM TO ZONING DEVELOPMENT • MAY 24,2021 Tey Others) STANDARDS(UDC4.3.3)THE FINAL PUT R REQUIRED TO BE CONSISTENT MAY MEIANIE VILIARREAL TO THE ZONING DEVELOPMENT STANDARDS. II�1'I' II JENNINGS I 12.THE DEVELOPMENT,CURRENTLY MOSTLY UNDEVELOPED WITH SEVERAL DOC/202102811R 5` • FARM BUILDINGS AND SINGLE FAMILY RESIDENCES,WILL BE DEVELOPED IN Il II U.P.R.N.C.T. ? ' TWO PHASES TO INCLUDE RETAIL SITES,MULTIFAMILY,EDUCATIONAL AND I aaC,` SINGLE FAMILY DEVELOPMENT.SINGLE FAMILY DEVELOPMENT IS I U. ANTICIPATED TO CONTAIN APPROXIMATELY 4.5-5 UNITS PER ACRE.THERE 'I I ARE NO EXISTING DRAINAGE STRUCTURES ONSITE.THE SITE IS PROPOSED OI TOOUTFAII TO THE EAST INTOO50 CREEK. PNS>l _� ^• 13.(Alan). TANG ZR)OPERIY l5 HOT IN THE Alfl INSTAl1ATION COMPATIBLE USE ZONES IIS I , '1 14.THE ENTIRE PROPERTY LIES WITHIN THE CITY LIMITS OF THE OTT OF vY{R CORPUS CHRISTI. Illy 1 la & 15.THE STARRY ROAD ROW WITHIN THE PLATTED AREA WILL BE VACATED. II IIl b l \ ` I I ! =EBB t OPRNCT OPT1CIN PUBLIC RECORDS HUECEB LOIRWIY TX IJ / a I A ORNCr GEED RECORDS NUECES COUNTY 1% II S ' MINCE MAP E OROS IRO COUNTY TX , S' SET I/2- N ROO(/DIP SNIPED 'IGNES CNRER.) FOUND I/2-IRON N ROD it I tI t TAW Y11NMOOREOUIRNENEM�(SEE NOTE S) ur p 511 J V 6IY7'1T'E 6T087`.� N IE ROOD ODM EASEMENTELECTRIC EASEMENT Y <ZwC i i '_ •20'TO CL PUBDC ROW WASTEWATER EASEMENT t K gVRYGE EASEMENT ME TARRY ROAD Vd."A" \ �,FF1 WATRDNE EASEMENT gN0 III `la IEPG 4143 PG 41-43 5'EE yLl ���� T 4,,,/.1. \\ LOT S / 5'o E I 11g � o us•uE154,853 SF ( R, —5' I��N I 6 B \ \! 20'YR I I SV YR 9g �1 ` \ ` RELEASED L- ___ -��- k !tlY i l 40•(ROW)PUBLIC B 'WLf S'FF A10_ e 11$III `�.�) f \ C -_ PASS GI 9g ROAD TO BE ( 11\ ,N BIY12T'w seam' - _�� 1 S MAPA 9 I. (. __. - .._ _ __,�..__ �i2.'�` , J�' - -./�.._(60'WBLIC ROW)-_ IH- /^! ORF .S»IZ) RE4 V' �, . , a "_ LRD- i 14\,1 II x'12 LOT 1 , 15'WWE ! 11.00 ACRES CALLED My Separate NP ` CORPUS CHRISTI ISLAND `\\ LOT 2 MySepara B ill 11:1-I ( APARTMENT VILLA MANAGEMENT�, 9.056 ACRES CALLED By Oche` ` \ OOC/20270212V1 / O (/SIB CPM DEVELOPMENT LP IIS ) O.P.R. �r ,� DOC,No.2�202555],O.R.A�' .16 P it s\ J,��\ I I, (' V 1 _ -- � q o SEE SHEETLINE SHEET A."6 ;, CURVE AND CURVE TABLES h CIVIL ENGINEER&LAND SURVEYOR PRELIMINARY PLAT OF D 50 100 OSO CREEK CORNER PHASE 1 �� �� QUIDDITY A�� A 103.015 ACRE TRACT OF LAND,BEING ALL OF LOTS 8,9,13,14, `Names 5 1"-100 AND A PORTION OF LOTS 10,12,AND 15 SECTION 34,FLOUR "Igt a r x..11.3:imst.:w"b 7.54,w:i111:1ss 140 BLUFF AND ENCINAL FARM AND GARDEN TRACTS,IN VOLUME .�L'. �� T CONTACT:Joseph E York V,PE "A",PAGES 41-43,MAP RECORDS,NUECES COUNTY,TEXAS, . 1 CONTACT:Troy A.T,HLAHBE,,RPIS CORPUS CHRISTI,TEXAS 001 . I. \ DATE OF PRINT:July 14,2023 L_______,_ , '----ZtI " \- SHEET i SHEET I1 I LOCATION MAP SHEET 4 SHEET5 SHEET SCALE:1.•3000' I O �I N LEGEND \ h-u+- a —--— YARD REQUIREMENT , /' / MKEY MAP Q C(SITING EASEMENT ,/ ( GENERAL —PP- PRE-DEVELOPMENT ROW ARROW l 1. TOTAL NUMBER OF BUILDABLE LOTS:4 CON —4- POST-DEVELOPMENT FLOW ARROW I 2 THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE OSO CREEL THE TCHAS CLASSIFIED THE AQUATIC LIFE O PUT BOUNDARY 14, ECMUSE FOR THE OSO CREEK AS"EXCEPTIONAL'AND'OYSTER WATERS'.TCEQ Z / ALSO CATEGORIZED THE 050 CREEK AS"CONTACT RECREATION•USE. UTILITY LEGEND / 3. THE BEARINGS,DISTANCES,AREAS AND COORDINATES SHOWN HEREON .0 ARE TEXAS COORDINATE SYSTEM GRID SOUTH ZONE INAD'83),AS 0 —w• PROPOSED WASTEWATER / ` DETERMINED RUGLOBALPOSITIONING SYSTEM(UPS)WITH NGS OPUS POSTPROCESSING.THE UNIT OF LINEAR MEASUREMENT IS U.S.SURVEY 0 —s5 PROPOSED STORM SEWER �'�_ \ 3 FEET.TO CONVERT GRID DISTANCES TO SURFACE,APPLY THE COMBINED Z —w PROPOSED WATER / \ B¢¢ GRID TO SURFACE SCALE FACTOR OF 1.00004. & —ow A'.1 — EXISTING OVERHEAD ELECTRIC I' / I 9 1f a ALBY ELEVATIONS PS RVATIONNN HEREON ARE NAVD'BR DATUM,AS DETERMINED W —us—us— EXISTING GAS +_ 99 S.THE YARD REQUIREMENT,AS DEPICTED,ISA REQUIREMENT OF THE UNIFIED Z 10T4 -- 1,748,407 .-_/` -L.. DEVELOPMENT CODE AND IS SUBJECT TO CHANGE AS THE ZONING MAY o- 40.138 AC � \ 1✓1 CHANGE. Z LJ.t 6.THE TOTAL PLATTED AREA CONTAINS 103.299 ACRES OX LAND INCLUDING W 1,748,4075f �tA --� VUR STREET DEDICATION. r T.ACCORDING TO FEMA FLOOD INSURANCE RATE MAP,PANEL 483S5C0540G, //— -� \ l DATED OCTOBER 13,2022,PORTIONS Of THIS TRACT ARE LOCATED IN El \ i \ ---► UNSHADYDZONE'%'&SHADED ZONE Ir. a R.ACCORDING TO THE NATIONAL WETLANDS INVENTORY,POTENTIAL WETLANDS EXIST ON SITE. f 9.WATER,WASTEWATER LOT/ACREAGE AND PARK FEES SHALL BE PAID PRIOR Cr TO RECORDATION OF THE FINAL PUT. /----�- R.O.O.ALL UTILITY AND TEMPORARY R.OEASEMENTS DEDICATED BY SEPARATE _ ✓ I) INSTRUMENT SHALL BE RECORDED AND LIBEL ED ON THE FINAL PUT. 11.UCH LOT WITHIN TNG PUT SRAIL CONFIRM TO ZONING DEVELOPMENT / �/if„.- _�t-�`� �\ / STANOAROSIUOC4.3.3ITHF FIIULPUTIS REpU1REDTOBECON515TENT ////(1 f(—' r J l TO THE ZONING DEVELOPMENT STANDARDS. r f ✓• 12.THE DEVELOPMENT,CURRENTLY MOSTLY UNDEVELOPED WITH SEVERAL 2 - ELOPED IN „ --` -1• -/ 19 I //'/x/' \ 1 \ ‘,\\1\ •\ FTWO PHASES ARM ETO INCLUGS AND DE RETAIL SITES,MULLE FAMILY TICFEAMILY,EDUCAL BE TIONAL AND t'/ / A , 1ISINLEMLVEMNGMEEOPMENE, i l 11,, m ANTICIPATED iO CONTAIN APPROXIMATELY 45S UNITS PFO ACRE.THERE �- 1 TO OUTFALL TO THE EAST INTO 050 CREEK ^�,��"_' .�J-J lJ /\) / 13.THE PROPERTY IS NOT IN THE AIR INSTALLATION COMPATIBLE USE ZONES '�-"y"J� /// /''iii 14.THE ENTIRE PROPERTY LIES WITHIN THE QTY LIMITS OF THE CITY OF ly} CORPUS CHRISTI. / 15.THE STARRY ROAD ROW WITHIN THE PUKED AREA WILL BE VACATED. �� 10.LIE i ......... iii ice' MKT OrTICui NOEm COUNTY TK COW DEED RECORDS NUECES COMFIT TX 50.YR i i i' -r MAP RECORDS NUECES COON,7% i P7T66�C2t - �' 9' SFr 1/2-INCH MON ROD Ew/w BTAMPm 'i' nJAP%ROM') A� r MONO nxN x H IRON ROD '1 .... ......_....,;i:.-........../S.E..›.:„............;,.....r•-•-..-- /'/ � - ' -- IYR C ___ TAROREQUIREMENT(SEE NOTE 5) / � ' , EE ELECTRIC EASEMENT IS' OE MANAGE FASFLFNE -- 04Vrument SnitWU BU flWR R FAIROE 8 /yr/ Instrument WLL STEWAE R EASEM // SW1j'I i:i' �i '/ B Others) P. SF Lor 13 i 3,08 ACRES 550' � MPM DEVELOPMENT LP �i� 4" ,y W- DOC-No.2022024773.O.P.R. ....--,5%":: �Sy3 OWNER ID:534011 8 ��: � • i N 40'(ROW)PUBLIC ROAD TO BE C D 7y RELEASED 9 .,sem 19 / (z' 02715 AC g -- _---__.- _.-.... _. _� Y LOT 2 .4E- ---— -.-_. , N C! 19.056 ACRES CALLED `� LOT 3 MPH DEVELOPMENT LP 20.21 ACRE E JQ DOT,No.2022025557,O.R. CITY OF CORPUS CHRISTI 9 JV VOL.2209,PG.2 4,O.P.R.- X/ _ i SEE SHEET 6 FOR LINE &E r!Owe i AND CURVE TABLES CIVIL ENGINEER&LAND SURVEYOR PRELIMINARY PLAT OF 0 50 100 200 300 LEGEND OSO CREEK CORNER PHASE 1 ' g.411. .4D, QUIDDITY YARD REQUIREMENT SSE;1• 100' EXSRINC EASEMENTA 103.015 ACRE TRACE OF LAND,BEING ALL OF LOTS 8,9,13,14, ANDA PORTION OF LOTS 10,12,AND 15 SECTION 34,FLOUR * ' s`rgg1"'=tmL"°a°'°iuo:s1=1",a°SuulD.422 —.. PRE-DEVELOPMENT FLOW ARROW1,1' BLUFF AND ENCINAL FARM AND GARDEN TRACTS,IN VOLUME ;� CONTACT JosephA.E.YwAV,PE — POST-DEVELOPMENT FLOW ARROW "A",PAGES 41-43,MAP RECORDS,NUECES COUNTY,TEXAS, • CONTACT:Troy A.i,AA.ABh,flPLS PLAT BOUNDARY CORPUS CHRISTI,TEXAS e \\\ 1\ • — —A UTILITY LEGEND DATE OF PRINT:RAT 14,2023 fT \\\\ "\ ` \ \ r"" / PROPOSED WASTEWATER \\\\\ \ ` 1 ( / —• PROPOSED STORM SEWER '&\ ] — PROPOSED WATER �_ E'ITdf.� ���\ \ 'ry / ' _c: .fJ�'y— IXISTINC OVERHEAD ELECTRIC \\\\ \\O \ L / — IXISTING CAS \ \\‘‘ '1 \ \ .! \ rifillj LOCATION MAP % n SHEETS ryAl yy.��,, SCALE:1"°3000' \\\\\\" R/Tn '3.'i ^`I f /� l / l I / YNY� O COUNTY Oto STATE OF F NUECES AS ' \\t`\3'\ \ --1 \``, / L. 1 111M1111111.. '""' i I M N WE,MPM HOMES INC.,OWNERS OF THE LAND SHOWN ON THIS PIAT,ACING BY \ \\ Variable]Width Drainage Easement t \ \ O AND THROUGH MOSES MOSTAGHASI,AUTHORIZED AGENT,HEREBY DEDICATE TO \ \\ (By Separate Instrument By Othersf \-^- KEY MAP I THE USE OF THE PUBUC ALL STREETS,ALLEYS,SQUARES,PARKS,WATER COURSES, \ \ \E \ Q DRAINS,EASEMENTS,AND PUBLIC PULES THEREON SHOWN FOR THE PURPOSE \ \ \ \ \ I FEMA FLOP:PLNN GENERAL NOTES 1� AND CONSIDERATION THEREIN EXPRESSED. ) \\\ I IY/ F, r S'WEE �r 1. TOTAL NUMBER OF BUILDABLE LOTS: N \\ pe 2. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS BY: d ProPp9BG Storm — 1 PROPERTY IS THE OSO CREEK THE TCEQ HAS CLASSIFIED THE AQUATIC LIFE ,.• USE FOR THE OSO CREEK 050 CREEK AND'OYSTER WATERS'.TCEQ MOSES MOSTAGIIA3I,AUTHORIZED AGENT 1\`]0'Uf \ \�._ w3ra //` C \ ALSO CATEGORIZED THE CREEK AS-CONTACT RECREATION'USE. z J ''''..41\\‘‘V LOT 12 / ^ \ 3. THE BEARINGS,DISTANCES,AREAS AND COORDINATES SHOWN HEREON �] 1 7.07 ACRES ARE TEXAS COORDINATE SYSTEM GRID,SOUTH ZONE(NUD'ES).AS / MPM DEVELOPMENT LO \ DETERMINED BY GLOBAL POSITIONING SYSTEM MPS)WITH NGS OPUS \ \ 14.634 ACRES(CALLED) Ur SO,YR A \\\ m O\ DOC.No.2022024773,D.P.R. MPM DEVELOPMENT LP POSTPROCESSING.THE UNIT OF LINEAR MEASUREMENT IS U.S.SURVEY STATE OF TERAS OWNER 10:534011 V DOC.No.2022025556,O.R. FEET.TO CONVERT GRID DISTANCES TO SURFACE,APPLY THE COMBINED Z COUNTY OF NUECES .\ \\\ \It.): ` GRID TO SURFACE SCALE FACTOR Of I.000D4.BEFORE ME,THE UNDERSIGNFDAUTHORITY ON THIS DAY PERSONALLY APPEARED 4. ALL ELEVATIONSSNOWN HEREON ARE WYVD'BE DATUM,AS DETERMINED Lsi BY GPS OBSERVATION. WMOSESMOSTAGHTASI KNOWN TD ME TO BE THE PERSON WHOSE NAME IS ( \\ \\\\I 1 \ 5.THE YARD REQUIREMENT,AS DEPICTED,IS A REQUIREMENT OF THE UNIFIED Z SUBSCRIBEDTOTHE FOREGOINGINSTRUMENT,ANOACKNLEDGEDTOME \\\\ ` ( / DEVELOPMENT CODE AND LS SUBJECT TO CHANGE AS THE ZONING MAY a THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS I \ II, CHANGE. Z THEREIN STATED \ ra IJO 6.THE TOTAL PLATTED AREA CONTAINS 103.299 ACRES Of LAND INCLUDING W STREETING TO TION. 1DT4 \ \ 7.ACCORDING TO RUM FLOOD INSURANCE RATE MAP,PANEL 48355C0540G, GIVEN UNDER MY HAND AND SEAL OF OFFICE THIS 39.831 AC \\ DATED OCTOBER 13,2022,PORTIONS OF THIS TRACT ARE LOCATED IN DAY OF ,20 1,735,046 SF \\\-- \ UNSHADED ZONE'X'A SHADED ZONE'X'. \\5^ - \ \\IN_ '\ \ B.ACCORDING TO THE NATINAL WETLANDS INVENTORY.POTENTIAL 0 H WETLANDS EXIST ON SITE. \1\I W W j\ / 9.WATER,WASTEWATER LOT/ACREAGE AND PARK FEES SHALL BE PAID PRIOR a TO RECORDATION OF THE FINAL PUT. NOTARY PUBLIC IN AND FOR THE STATE OF TEXAS \ \^ / S0.ALL UTILITY AND TEMPORARY R.O.W.EASEMENTS DEDICATED BY SEPARATE \-. ,e'4 � J) INSTRUMENT SHALL BE RECORDED AND LABELED ON THE FINAL PUT. 11.EACH LOT WITHIN THIS PLAT SHALL CONFIRM TO ZONING DEVELOPMENT \\I il'i- \ STANDARDS 010083.3)THE FINAL PUT IS REQUIRED TO BE CONSISTENT STATE OF TEXAS \\\ N L. \ TO THEZONING DEVELOPMENT STANDARDS. COUNTY OF NUECES \ SO.YR \\\ \ 12.THE DEVELOPMENT,CURRENTLY MOSTLY UNDEVELOPED WITH SEVERAL 7 FARM BUILDINGS AND SINGLE FAMILY RESIDENCES,WILL BE DEVELOPED IN I,THE UNDERSIGNED,A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS. —— 5'WLE TWO PHASES TO INCLUDE RETAIL SITES,MULTHEAMILY,EDUCATIONAL AND HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN THIS PLAT. / •^�i FK r4� SINGLE FAMILY DEVELOPMENT.SINGLE FAMILY DEVELOPMENT IS r5 / _ i 41 ANTICIPATED TO CONTAIN APPROXIMATELY 4.5-5 UNITS PER ACRE.THERE 10'UE S E'�i-......7.----.... - �E pA$5 1. Mew uEEf w n pwa LAMA. A ARE NO EXISTING DRAINAGE STRUCTURES ONSITE.THE SITE IS PROPOSED ..PL[AGM m LAW ),329 ,.+.- Weer' W) 4 n mar 4.40' 403955• JNOHAD LI xnx4•x Mar TO OUTFALL TO THE EAST INTO OSO CREEL W.F.."'J ,s,' M'• ���p JOSEPH L YORK V,PE NO.124934 i ZJ•E 3t6�A'✓"a„ROC R0 , 0 4 rpyp• mu' xst, 51215157 MI sr' Jnq' L2 x sPre'p"x M 13 THE PROPERTY I IS NOT IN THE AIR INSTALLATION COMPATIBLE USE ZONES �i�i 6�C STATE OF Toms S75'A7 41• (6O -'Jas 0 \ moor re m'rJz , xr • 14.THE ENTIRE PROPERTY LIES WITHIN THE CITY LIMBS OF THE QTY OF COUNTY Of NUECES 8 N'21'W '' mm x'vrTIY • CORPUS CHRISTI. / � H]S• 17 I' "°"— 15 WWE \ CS M5ar ' x 15.THE STARRY ROAD ROW WITHIN THE PLATTED AREA WILL BE VACATED. (,MICHAEL A.ROMANS,AREGISTFflHA PROFESSIONAL LAND SURVEYOR IN THE MS° Y('( STATE OF TEXAS,HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WAS N�°� By Separate LI r MSM TWA,'F464.1. Q PREPARED FROM AN ACTUAL SURVEY Of THE PROPERTY MADE UNDER MY �� Inst'men[ J ar 40' by x Mar x29vrfe'( r SUPERVISION ON THE GROUND. i�� -� By Others) Mar 4740' w%Tr rare OPRNCT OFi1CV1 PUBUC RECORDS NUECES COURT TX ORNCT DEED RECORDS NUECES COUNTY TX CP raw' r. Mere' f, Y Ab' INRIICT SETIMP RECORDS MAIMS,2-111011 RON RODS(VI CPP STIMPfR Y TX TROY TROUBAUGH,RPIS NO.6241 01 Ips xla2Jbt A' rr x x / sl 54IV' Mar "y. FOUNDWK. FOUNO 1P2 SAL IRON ROD STATE OF TERAS r e fvvbY many' Mso' x a COUNTY OF NUECES r rr 7770 LEA 021 pTa F m 'L.: BRITT REQUIREMENT(SEE MOTE S) \ WS.' Mar THIS FINAL PLAT OF THE HEREIN DESCRIBED PROPERTY WAS APPROVED ON BEHALF OF THE LOT 12 C. Ir rn%' rl EE ORANXIC MOFSEM CITY Of CORPUS CHRISTI,TEXAS BY THE PLANNING COMMISSION. ` D V ACRES Ca x 4r ae x2' MRF MSIOHIER EASEMENT g I\ MPM DEVELOPMENT LP 1)2...." MS WAIFRUNF EASEMENT THIS THE DAY OF 2022. Rx DOC.No.2022024]73,O.P.R. atar '5555' MX STATFOFT.IMIS OWNER 10:534011 a, n' bb' , COUNTY OG NUECES i cm Mar Jf,Z w' ' 1 I,KARA SANDS,COUNTY CLERK OF SAID COUNTY,DO i ?Marr er RMbr s.47' E ' --x- PO 115100. AVM' ° 94 HIZ .1411," HEREBY CERTIFY THAT THIS PUT WAS FILED FOR RECORD IN MY OFFICE ON THE 8 Nina Niron.MEnder,F.A.I.C.P. Y e Secretary 40' r WOW' paw' y y (ROW)PUBUC M. x r DAY OF AD.2022,AT_M AND DULY ROAD TO BE \\ m' 2959,5, MT M' RECORDED THE DAY Of AD. RELEASED / \\ .4r• 9 Eric Villarreal,P.E. , Cts anJafr' 'rax r romYYe wag. MINI' Ma.. w.sY romrJT Al. COEM Ma7m r !.Alit Jtf59' IN THE MAP RECORDS Of OF SMD COUNTY, g ., T 7 T ^'^ cr, r 00.v- fay met' IN BOOK/VOLUME ON PAGE . 9 \-' erf757• IN TESTIMONY WHEREOF,WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE THIS i STATE OF TEXAS ti / '' 441/40• ABY%M ` COUNTY OF NUECES M963.• 45711. )01,75• xre%%T DAY OF A.D.2019. a • THIS PUT Of OSO CREEK CORNER PHASE 1 HAS BEEN SUBMITTED TO AND • H/.01 16.68 ACRES •. 895555• xNwWc 02Y 0121,15. 511.113116, • m FLED FOR RECORD f APPROVED BY THE DEPARTMENT OF DEVELOPMENT SERVICES OF THE CITY OF \-�` A" B9 CORPUS CHRISTI TEXAS. CITY OF CORPUS CHRISTCM EEE VOL 2188,PC.326,O.P.R. r 11 '14:u' nrx%t SAM' — 1 31,211. MIN, THIS THE DAY OF 2022. ca MOW' Sues m7xJ/ 071,671?%Z foam' xnn AT O'O.00K M.,DATE e` 9§ LURA SANDS,COUNTY CLERK,NUECES COUNTY,TEXAS Wl BY JUAN A.PIMENTEL P.E.'DIRECTOR OF PUBLIC WORKS COUNTY ENGINEER .SHI !6 OF B By; j DEPUTY Exhibit 2 Opp U S cti4 V if pwr 11 Reimbursement Agreement s • Application Date of Application: 8-18-23 Approved Plat Name: Oso Creek Corner Reimbursable Public Improvements: 12" Wastewater Collection Line Approved Public Improvement Plans: Y [ ] N [ ] Cost Estimate for Public Improvements: Ownership and authorized signatories to enter into the agreement: Contact Information Name: Mossa (Moses) Mostaghasi E-mail address: mothepro99@aol.com Phone Number: 361-774-3832 Preferred Method of Contact: Email [vi Phone [ ] Other [ ] If other, provide detail: Company Name entering into the agreement: MPM Development, LP Company Address: PO Box 331308 Corpus Christi, TX 78463 Applicant's Signature &Title General Partner Submit Application Electronically to: contractsandagreementsCa�cctexas.corn Mail to: Development Services Attn:Business Manager 2406 Leopard St.Suite 100 Corpus Christi,Texas 78408 Required Documents Required at Time of Application: 1. Approved final plat or Master preliminary plat 2. Approved public improvement plans; must be approved by City of Corpus Christi 3. Approved master plan amendment; when applicable 4. Cost Estimate representing total cost of constructing the reimbursable improvements. Must be approved by City of Corpus Christi. Submit plans and estimates to: Publiclmprovements@cctexas.com 5. Reimbursement agreement application fee is due before processing new agreements and addendum's to existing agreements. Reimbursement agreement is .5% (half of one percent) of the total cost of the project. a. Example of Agreement Fees: Estimate of Cost is $100.000 $100,000 X .005 = $500 Plus Administrative Surcharge of 4.5% Required Prior to Agreement Execution and Recordation: 1. Signed Disclosure of Interest Form for all interested parties, including all supporting documentation for proof of ownership and authorized signatories. 2. Form 1295, use link below to access the form. Enter the deferred public improvements in box asking for a contract number: https://www.ethics.state.tx.us/whatsnew/elf info form1295.htm 3. Copy of Warranty Deed 4. Corporate Resolution authorizing deferment agreement with the city 5. Certificate of Insurance as required per agreement 6. Bonds: a. Agreements in excess of $50,000: Payment bond b. Agreements in excess of$100,000: Payment and Performance bond *Any bond must meet requirements of Texas Insurance Code 3503, Texas Government Code 2253, and all other applicable laws and regulations 7. W-9 of contracting entity 8. Recordation fee is due prior to the agreement recordation. Recording fees are set per Nueces County and City administers an additional fee of$55.00. REFERENCE CONTROL,BENOFMNBe c0NsuufNI0 SHIFT CALL BEFORE YOU DIG! E,.««.AYzaw T=O4217,2,MOORIMWAT Cone RITF TD,a.HIROws10 POOCFFTNO .*.TOV9C PARTICIPANTS-STOP AN Fr.A«.«o,oHNANEu iggA oa,.an.WROFTNFI»a..Ernwa.wrCWROMMo ...5 �1 Exhibit 3 08 00005 00000 BEFORE YOU OC. O T oan-------""*"`""*.- 81 E FEc axd dnww xw (.....0.„/.6p..::::.1717....i...16,20.23;) `1E�oRrtL,oa eusr-sroP aro uu81 1 ..,RE*„««.«o«..NN\ Son Potricio Count yTHE LONE STAR NOTIFICATION COMPANY ro.«NE,.,�F.E«ASFo�s.o.,00OE ETEE.«Ro.,.E�Eo:w,o.ttE.E,..o�N.N�NoeocwE, Py. AT 344 REE — C �` NoBc� cow NUECES BAY „f 0 ! ,a `"SER / 0 nos leill$ 3 i @®� "°� . v i ICA. c1/4,, ■� •TT11IIII' E o$ N'ET H E .I . 2 c., 1� r1,,1,, CORPUS CHRISTI BAY Y QE�n NRpIAnwN PROST ‘74,1„A„,,,,#$ h GRAPHIC MAP SCALE • �� '��` t- 0soon o soon +0000 +sono Nrrn4,4 , PROJECT LOCATION , 50 a coos CNfi5T1,TEXAS?¢4it_R ir" "it ''''')b''_../.:44N II, o W 444144, 4111r igt,ier---- it A, o If 1 Slip 4r +t, a ,o4 , � W RIFF - t'lltim, '' I— .tw PROJECT LOCATION PLANS FOR �S co V....—'� � 1 Brie A. oguBiNSLH signed MBrie A. WATER, SANITARY, DRAINAGE, & PAVING Whitmire,P.E., ��p234.:Q�M,CPM CFM,CPM 335M-0500' W VICINITY MAP FOR OSO CREEK CORNER SUBDIVISION - PHASE �a�eo Toa coasrnuonorToa cowsrnucnor PROJECT# 23P11022 '"' . JUNE 2023 y. .P.cCna� OEMo .sogm*.Engin... F CMrel Carpus ChM PREPARED BY EFw.[Wed am Me We E enF AKIO In UDC RASE E GRODNDWATEWUEWATERINc NOTE: ///A.1/CY HO/SIV N • THE PRESENCE OF GROUNDWATER SHOULD BE /�MLC ANTICIPATED ON THIS PROJECT.CONTRACTOR'S BID a SHEET 1 0I 75 ''.▪ PERFORMING GRADING ISSUE.WHEN11700 KATY FREEWAY SUITE 800, HOUSTON, TX 77079 OPERATIONS DURING PERIODS RECORD OIL1M1F1C sl OF WET WEATHER, ADEQUATE DEWATERING, RELEASED FOR g WATER MANAGEMENT TO CONSTRUCTION: • CONTROL MOISTURE OF SOILS. 281-597 9300 Director of Engineering Services Date CITY PROJECT I SHEET INDEX CONSULTANTS SHEET NO. Sheet List Table LEGEND Sheet Number DR.EASREE, Sheet TIM p°• A,ryw EXISTING CONCRETE PAVEMENT TO �fflyY BpgNONTM S - BE REMOVED 6 ne.Ewu3101,63 uaem -- •y 1s960d T • w,xn RawraRwA 1(•p'F,/�j�CEN� .S", EXISTING BUILDINGS TO BE REMOVED s smarm Own •TEs7w sRESEE ".���f"`8/8/2D23 WATERLINE a WASTEWATER PROPERTY LINE • MS764 owx.3eMG n.64. wra IMI SAN SANITARY SEWER 10 OW.C4110 Maul,0,41 • sy �Musaws ORM*.AMA OM .An RC,01.6.01.40 Maul 0 Of 41 ppip93�s STM STORM SEWER orumxww 0o •xO.O 2F-M CMP CORRUGATED METAL PIPE T SAM CALM ...mAe.mro,abR 1 IN L= N1 CPP CORRUGATED PLASTIC PIPE N 060 Mammy w@rA.awOTc /�� 01 n .u«w,s* w�@rA.wm TO WW1 a/ d RCP -REINFORCED CONCRETE PIPE T (WA O.7010'0% 4 10 LOS CXICOS DRIVE STREET 6 6701041.6,67A10.06 10 leap E Q MW -MONITORING WELL ......0.1.v TRE.*s. M6, 0.6 Om.7011._ k 01001 Q -MANHOLE a 0370 WAY STREET now v4 PTA10.m.011«DD > C TO W,Y Smarr•51-0.64.41,57,13.03.0 26.m1 W ,,,PP -POWER POLE M osow.sr nn.lRo.wRr TAE. a2 H- U •PP/T -POWER POLE W/TRANSFORMERa omw.sr nRirw.wxrrAE.@goep2nu CC cn N •PP/LT -POWER POLE W/LIGHT a sroww,T.nuralt. as V V C x. S .PP/CT -POWER POLE W/CONDUIT H N 31 ow.v40urnwneRi swERwrrnAowOTOHD.m1 N C m 0210 .WATER•seemo /ir\a Q•a •MP -METER POLE MM. .4,376 14.03 TO 2«n gv' SW ce W a 0210 !� •SP -SERVICE POLE Tia s .. AH WO H S U O GAS —GUY ANCHOR • 1/....4.1a warn• An.s .001 rA 11.4a..0 a«D1 �" 0 y « oslio v...wan.WOE,140.19.6 640 TO 10401 E -P- -OVERHEAD POWER UNE a Os.warty T.R•SEWER roPHDRa 40•GP -GATE POST OFF..Srw,T w ?nAT•.m ro2«eW V CI Pp • OM -ELECTRIC 80% « siaws�R1.1.,00.n cEe . sH.ETaa ▪0 BOLLARD a w• o soa coaw •E« Q Z EOM WATER METER « sw.v xoru arRe c.-.6.6 � w ETA CD • are8mm2.1.21 W •1Wi WATER RISERm COs RISER . OumAum M.A.oeruu Ct J UJ p TELEPHONE PIN . sccaOEwusuu.ANo crmsewu.muu Z J FLAG/PAINT MARK M mcc...cnns.,v.nnno.rus Z Z . CO=WATER orr,4L110111047 101, BTB TELEPHONE BOX « sswnru,4444 0er Sar• O Q H.CGF. HARRIS COUNTY CLERK FILE ea ODS WATER OETwu s.Er.u• 111 5E.30741 i O H.FO.R. HARRIS COUNTY DEED RECORDS v COCC now..,Ea DEWS PnEETI or A o LLI m 06 swLIE...• HARRIS COUNTY MAP RECORDS e• cc sTowAT.R nu Pae,•o.sl 10 CaCC STaRx WATER DAMS OHM,ar, U O TREE/SHRUB u Em0T STOW wATERONPALL OETuu34066TH Era CO Z MN.(81446T 2O 21 MW -MONITOR WELL a scC w.PTEwATER Oerus(6146[7.a•1 LU w COs waTEwATER muu ET20.• LU HIGHBANK •s ss vwTex,r.n 0.7.44 1,SHEET 41 I ✓ CO.wumvAT.n oETnlES En..,OE 41 CO 1....10.411,14,51511EET 1 Of 61 a MOT 604E64e11,14.E0xO Mg. EET20, RELEASED FOR CONSTRUCTION a I.no,1.../....1.1.44.1040oAIRS EREET•O.R ,11 .: ' S SHEET 2 of 75 n ..c..4v.44En 44.40.1.0 0,,5 cs.Err 60,61 a k Mann.,P.!.. DPMCPM RECORD DRAWING NO. eGHyaPn«W Urea.Engineern «acE.w..aDa.,wE.aTwR..,D DET... g City al Cable n MX 1,10,241,10,2411.40 DElu.s 13HEET r DE n 04M.•0.04.1 one.. 74 sanxODxnna 0Erwas ISREET 20.2, the roRmuorr..«ma In IJOC a.e.s.F. 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DATE RY DESCRIPTION OSO CREEK CORNER SUBDIVISION PROJECT LOCATION MAP CITY OF CORPUS CHRISTI TEXAS Department of Engineering Services Kimley>>>Horn WOODLOCH FOREST RESUITE 226 TIPS FRIA ONTO ON 133NS S1NY1ll1SNO COVSULrmrs SHEET NO. 1:t 4.;;`1 MT,MMM.111 NM 0•01.1.11011 LW OMIT I�LLV L BOBVgRTH J ..,. ".158604.....,. AA if�,<Y i `531/2023 AS 0.1311.01(CWX4 Et • nYIMI MMWARIIW "-.. AI 61.17014£ V AARs C AS 7000740.0 607101 NRr IER� MN 0030110(4 WIT COMM TESTING SCHEDULE 0 »W Iu MSM DESCRIPTION RATE EST.QUANTITY 'i�"A 111007,077 RW VAN �� QFC Of v 50.5: CTLimy RR. STANDARD PROCTOR-TRENCH B.KFLL PER MATERIAL SOURCE I 1, ^ u% ,- 3 Mt 70 a 67477610.717 V STMOAp PROCTOR-SUBGRADE PER STREET/MATERAL {,0Q,i3 Val MR DENSITIES-TRENCH BACKFILL PER 200 LF TRENCH/UFT 121 )#{ Mart STAIMP.0.0.110410( F• DENSITIES-SJBORA0E(ASPHALT SI TR E) PER 100 V/UNE/UR '€dE5 1V WV DENSITIES-SUBGRADE(CONCRETE STREET) PER 200 V/VNE/UF1 //�MII F _ _ MAW DENSITIES-SUBGRADE(DRIVEWAYS) PER 2 DRIV0VAYS pp • WO DENSITIES- RADE(SIDEWALKS) PER 5000 SF IT p.- 013 013 P Y IP A 11700 040.14747f 07 VW DENSITIES-BEHIND CURB ANO CUTTER PER 200 LF TB Y fO FLEXIBLE BSE: yH 1.E•AMM 101 MI SIEVE ANALYSIS PER 3000 CY •17 .0.70140.1184 N m WAAnERBURG UNITS PER 3000 CY m d MN X. 0 X00820 PROCTOR Q 407000000400007.4.00.0 IP 0,470 LA.ABRASION PER 3000 CT N d CBR(STANDARD) IAL SOURCE r (n 00, 0,01071,47 817•0411. V WET BALL MILL TEST PER MATERIAL SOURCE Z IAL TEST PER MATERIAL SOURCE g U CI M O MCOMETTIAAl M NSI0E5 COMPACTED BSE(ASPHALT STREET) PER 100 LF/VNE/UR MNRC EIIII�M/IOVla LW M , EE DENSITIES OF COMPACTED BASE(CONCRETE STREET) PER 200 LE/UNE/UT rn a rmo 'IM IIMMlIM MEF quANTMr E5511(5 E CONPRETED BSE(CAG) PER 200 V CYO C V t0 MO a WN W D ASPILALT aMA> Co ti EXTRACTION.SIM ANALYSIS PER 500 TONS OR MT V 1.5 a {NPP UB OENSIIY k STABILITY PER 500 TONS OR DAY O ICAL DENSITY(RICE METHOD) PER 500 TONS OR DAT 0 THEOC • V TELR PERANRE- - CONTINUOUS AS NEEDED E THICKNESS- PLACE D(CORE) PER 1000 LF STREET ). V l NR VOIDS IN IN PLACE(CORE) PER 1000 V STREET ~ t R 0 CM 0 R THEORETICAL DENSITY-IN RACE(CORE) PER 1000 LF STREET U Q 0111000 10 707 CONCRETE: ore;W.F. IT.MT�M.MIPNM (UNCONFINED COMPRESSION,r,IA.Y 28 DAT)cm oummu.awrymonmA /� CURB Y B GUTTER/CUPER 500 IF CAG/CURB ST V CM Toa le SIDEWALKS AND CURB RAMPS PER 4000 SF 21 Z RN 1•01.44.10 aDRIVEWAYS CO WM OA PER 2500 Sr 0 M,yCURB.POST•CRATE INLETS PER a FACH 10 En CO AINCION.011 XX BOX CULVERTS (CST-IN-PLACE) PER 100 LE 9 w PER EACH N 0 RIw RM w MANHOLES(CAST-IN-PLACE) PER 2 EACH 18 ea MEM PM 0-MAIM11 111 MPn4MwYTs V 1� RIPRAP.APRONS 8 S.E.T. PER 4000 SF OS v.MCIMTOI V. gummy MANHOLE BBS/FODTNO PER 10 EACH Z (n '� CD CONCRETE PAVEMENT( Ce z 0 O O �J,J J WO COMPRESSION STRENGTH(2 Y 20 MY) PER 2500 ST OR MY 0 �M 411 R FLEXURAL(BEAM)STRENGTH(7 0 28 DAT) PER 2300 SY OR EAT € U fn AIR ONTENTSY OR DAY 8 Y j F— SLUMPISM11.019.40.1.1111SE II MOV116,76 VALVE 4 0014 V PER:5 ST o o w O Z I 4101.VALVE.KR a 1 MOW OVE TESTING RATES ARE ONLY ANTC PATED GUIDELINES.THE ENGINEER RESERVES THE RICHT TO CO D 0 0•41010 MP.17.1.1•31A• CONW C1 ADO TONAL TESTING AT ME ENONEER.s DISCRE(ION.RE-TEST FOR FAILURES ARE NOT INCLUED. 0 D 0 Y Mk AA 2. MOISTURE CONTENTS TO BE INCLUDED NM DENSITY TEST. CO a 3. IN THE EVENT E FAILURES, AL TESTS ROLL BE REWE IRE(. EXCESSIVE RAINOR EDRY PERIOD 0 fP NrtMxr MR CWS ON A PREVIOUSLY TESTED SSECTION,MNECESSARY.CITY MAY ORDER RE-TESTS AS NESSARY. w 0.3 aoNaT. M w in 0 Q PALMI.IMRMTMIMMROVMIMM #11 IT.0.0.(KIN MN 111MINITV G et Jr PM PVC PR CAL m0O AIM 1— IR 1r t01.36 MI C AE)ASLSR* Lir ARM (n 07 0LI 7110•677100/01110110110016171 A LU 0074004.0704701.16.000140 M RMIMMMMDswnvlAIA®Iw M T RELEASED FOR CONSTRUCTION •S•�•!`f�, S SHEET 5 of 75 'y 4i 0TH.A.NTIHILI,P.C..CFM,CPM RECORD DRAWING NO "• ORY.I000000 Sem..EROIIMM g CILy O Corpus CnNO �....=.0,.csasr, �� h.aN CITY PROJECT/ 6 E al I O f rtT- a OSITO WAY (FROM YORKTOWN BLVD TO LOS CHICOS DRIVE) OSITO WAY (FROM LOS CHICOS DRIVE TO MAPACHE PASS) 3A9,10 SOOIHO SOS SSVd 3HOVdVIN OSO PKWY (FROM YORKTOWN BLVD TO STA 24+69) OSO PKWY (FROM STA 24+69 TO MAPACHE PASS) 009880; ii O REVISION NO. DATE BY DESCRIPTION PENSION NO. DATE BY DESCRIPDON Q E OSO CREEK CORNER SUBDIVISION TYPICAL STREET CROSS SECTIONS CITY OF CORPUS CHRISTI TEXAS Department of Engineering Services Kimley>>>Horn 2023 NOPALEV,ORN MD ASSOCIATES... 1,1,001.001 FOREST DR, SUITE 223 THE WOODLANDS. TX TT. TSG£ FIRM. LES NOM 'ON 133NS saminnSNoo CONSULrmrs SHEET NO. GRERRESSENNCE OFE RING NOTE: TIE PGROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT.CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR iHls SSUf.WHEN PERFORM NG GRADING OPERATIONS DURING PERIODS OF WET WEATHER PROVIDE ADEQUATE DEWATERNG 4 °MIRAGE AND GROUND WATER MANAGEMENT TO }DO ACRES nm A[RS I1i1 S - CONTROL MOISTURE OF Sats. NGRA"a p 014^'1'TOO��---� I4 I P""'� 'K _ A r e.E~" ..rsLAII ENpRPmsa me _ °:411:111''' Mp51AouR / -�-- NELLV TX \_ EX 12.WL / \ _ prtIMIS g_ _ 138604 'R: .,... , ____. EX. POWER - - -� --�- 42 avBRR�wN e ! 6-.-� - R 1,..q.4 OENt -- IX.FH E2.FH --IX.FH - on au HOW LW ULT ROOT _ IX.FH - IX _ - -12•SS 1.Su HOW.130 UL,ROwr. - E%.OH POWE __ P'�6}u�,.,.F E,3,. (I� f..-.. ... ____ -..��'_-�_.�• __-- _-_ INE ll[[EC.- 51/2029 w -.. 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MA aa:m,l cl:N. }Twl l " o▪ R,O• o"s.Hm,r• a ss.-_B.ss.s a p 'SSANITARY e SEEMEH R2 S 5S III_ LOT 3 AORES R I ei PLUG wi TE lar 3 ACM OM. wOTT ft 11m IPI a"000ssoS MA w °AR140. n. t On CORP. lrss MH.u1 Lor 2 Yor:'CRF MPDS CHRIST, . VOL w 2021 ACRES OtY Cf gym. 1 w, U) I FOR FUTU ppcVALDEs D )0. PPA. I 20 x105° 5 i7.R o.PA. m LJ,J CONNECTION U Z m X LOT I ,wr, O `- WATERLINE BASEMAP /' WASTEWATER BASEMAP O w OM Crook 0�� q7 OmRBRdCiiirmkpIXIOR Q2 �GRAP0H0IC SCALE W FEES� GRAPHIC SCALE IN FEET aEE132ME00r-14N4ry remMenIr115M1erml11H1011 I 0 1040D 320 541r44 10150113110r POYIY Water IMAM 111404 Y/A15EOM1- 0 100 200 400 am A04m4 OFmNM IGFOI PEAS FIGWIGPq US LIMA GPO.ADO GPM.AGO GPM-1100 14Y11m0N Om* I II I IAYHimM4 pa 101,133 415.251 0561 144445014 600 30550 .10,363 0.446 321 13244 113.0 11432 532.15 052041.1 _ 7. 7.425 14541 POO 4 LEGEND IMM° LATIMI y 405 115314 71.43 1011 115E ommN4&Mall 37.3 176174 61.63 0.950 ---- W 4114 471 13.71 17.11 OHMN 19432 81,10 144532 016 7os,noTr LIN «,0540 5m4Mw 13450 44.14 11W 22.41 83630150 FOR CONa1R0ICTI0H LEGEND - PxDPDDEDU,M EASEMENT �p„m IMO 150.4 0115 31411 ®�No� --__ M I30.oPERrY LINE WASTEWATER DE MO �® LAMM 2� S SHEET 7 of 75 _- P w.r N 00. 1,102 027, ,P4.5 MO t1u - - UTILITY NASENENT RECORD DRABiNC 320. _ Mwo NOTEWR LINE . CAPACITY -m9. rOPMEDVIERTE WATER DEMAND NOTE. �,,, 0 r1lDrueD eewwwxxaE PLEASE SE,EFERENFOR EEI ESATDRY SEWER ER ASW WASTEWATER 07003,SEN ON OCTOBER g PLEASE REFERENCE THE POTABLE WATER MIOMULIC ANALYSIS FOR OSO GREEN CORNER, TING FIRE woo, DATED MARCH 22022.FOR MORE INFORM..ON ESTIMATED WATER DEMAND. rar••r•61 Wl' CSO. DwwDATE01TEELcuLWRT LIVE 0004 LWM0ATE0 PEEL CULVERT PIPE / CITY PROJECT —¢'_4�5,'\ ` +�.\a�a- ......7"7--•---•:"2"4.14-,:., v, \ r r / I. �P' I 1 1 _ \,, \ _;rte ��.—f D A ,v, I I, 1 — - -� D '\\1\ I, 11 s, I �I \I-j,,,, , 11 - y'. 1�� i I-,\\' i 11 I\,I �1 f*1 / \ i Lr a,`\ III ' �� I,/ V 1 �,�_• II I D Tf/A 1 ILS IW*, L- `'1 \ ( I 1 1I I'III"' ir.1/ >I�' \ �..1\\`1y=i r �\ 1 - I ,,7 I ' i t p / 111/ I \ — —— 1 '' :11111 1I 1\ \ ,..,.\-y:;1•77 v l� I I 11 D M1 - MC) y 111 h ,'�r '_I rg10 ,. / /'T it . w ' MilliMini 55 m �lil I \� -; :s�r � _•__.a I i i Irl\/, lin ,i` �'' \1 ' i'r,'� /�f�� ^�Jyil _— 41. 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DATE BY DESCRIPTION 9 18 OSO CREEK CORNER SUBDIVISION STORM WATER LATERALS (1 OF 3) CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley>»Horn I.� ,e�"6„E2 THE 05.7%17359 i 1i g 45T U pa ' 12+46.5,2 1/ 20,D17LT __T- -4_ _ _... LT 9b �` ( 64 01;15.9t 1- t 10,1519 STA 12+98.849 0.0 064v40Ya3 1TiS •44.4) a!s51 STA t2+W.H0, 20.00 ON, R1 „er4D,a9 TC: ,5.53 3 L£9 HW 1V 1V1 N REVISION N0. 051E +1 OESCRIPTON RE0510 N0. DATE BY DESCRIPTION 9 18 OSO CREEK CORNER SUBDIVISION STORM WATER LATERALS (1 OF 3) CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley>»Horn I.� ,e�"6„E2 THE 05.7%17359 8 8 8 8 8 8 8 0 0 0 10 to 1. OBT: N 26 a PNC nn 1, m F�tVV III■ �IIII����t�� 1111■���i:M Ph S( 11111 1111111 3 moo cut 1 GI S RV' ANNOLE NUM � 1 1 1 1 1 1 1• • x 7rn^w. 4.1 01 MATCH LINE STA 10+00 ( O 2. Ah 1n Nou3112uSNO3 and U35V31321 0 U O 3 9 8 AVMAIVd OSO MATCH LINE STA 10+00 I° m m 0 ;-:1 8" REVISION N0. DATE BY DESCRIPTION REVISION N0. DATE BY OESCRIPTION 9 QL v OSO CREEK CORNER SUBDIVISION OSO PARKWAY WATER & SEWER P&P (STA 0+00 TO 10+00) CITY OF CORPUS CHRISTI TEXAS Department of Engineering Services Kimley>» Horn ,AAW0001.001 CCA FOREST DRI �2 woTHE oer maaroS, Tx me* ON 133HS s,uskonsNOJ 8 8 8 8 O I0 IO IO 10 I0 JO IN O MATCH L NE STA 0+00 II • MEM it \\ =MINE M i . MOM wi MATCH LINE STA 19+00 MATCH LINE STA 9+00 ■■■■■■ u■ 3=� :: 1: ■■■■■.. .■■ II�Y■■i■Y i MN, i■ ■■�. ■■�NMImom••• 11 ramEEI■■.■i■ Yiiii iiii■— "....1.ii" .I_::::_ ■■■■■■■■. ■■ ■..■■ \\■ ..... .1 !� IIIOHHDI :\ AVMNaVd OSO • .. r.. • ■. ■ .1 VOR,ONN RLVn 13,1 0 o0 1 410 i REVISION NO. DATE ar M;CRPT10? ova 00. DATE or �Iw OSO CREEK CORNER SUBDIVISION OSO PARKWAY WATER & SEWER P&P (STA 19+00 TO 28+97) CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley>» Horn C 1323 AND ASSOCIATES I., WOODUNDS. TX 77380 PHONE 281,S-2816 qRM REGISTRATION F.." 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DATE 00 DESCRIPTION OSO CREEK CORNER SUBDIVISION LOS CHICOS DRIVE WATER & SEWER P&P (STA 0+00 TO 10+00) CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley>>> Horn M OOUTNOO, TN MOO PHONE, T' TOPE FIRME RAe, WSVOVAIALEY.NORN.COM 5 8 8 O MATCH LINE STA 10+00 EMMOINIMME MINIMMEMMEM a mom 11111 I 11111E11111111 MIMI Viii!!!!!!!111111111111111 Eumu.i Plffillingliiiiiiiis=EMMEN 111111111111111111111111IIMMEMEMENNEMOMMENNEMEMMMIIIMMEMMEMMEBMWNMI" 111111111 1111111111=UMW= % 1111111111MMLII 11111111IIIIIIIMILUNAMEMNMMEMMEMMENNUMMEMMEN 1 MIN IUUEMNO._ IMMEME000U! iJiiJIIIiJIiI!JJ' O■. ■.■ ■!■m■■■=mmo. viii ig SNOO NOd O3SV31321 0 z rs I 0 IiI Do 1. nS7a RR i 9 i m 0 m 0 a3 tg a REVISION N0. WTI. BY DESCRIPTIO! REVISION N0. DATE 8Y DESCRIPTION OSO CREEK CORNER SUBDIVISION LOS CHICOS DRIVE WATER & SEWER P&P (STA 10+00 TO 16+00) CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley>>> Horn .1.11,410 RN AND TEs. ,.� GORES,-OITE,SUE 223 THE DS.,x PBONE, 281476-21110 'MBE FIRM REGISTRATION F "ON 133H5 S,1NV3 nsNOO 8 •■ •■ •. ■ ■ ■ • ■■■10■■M■.■M■■ ..■...■M.■... ■■■M■.■M■■M■■ ......■.■■M■. ■■■■.■■■.M.■■ ■■M■■■■■.■■■■ ■■■■■.■■■■M■■ ■uM■■■■■■■■■ ..1010■.. a' ....■.■.■■■.■. .....■ryi:f...■.... . ■■■■.Mil..■.■■■■■.■ f .... ` ■.■.■M..■ ... ■d■10M■■■■■■ M■■ J ■.■■■■■■■■■ ■M■■■.■■■.■ IMEMMEMEMEd EMMEMOMEMEM ■11■■■■■■■■IA ■.Mc MNALWidd IMO= ■■.■■..M. .1010=■■M=■ I8. -5.20 8 PVC 2 i8 ._5.20 Y PVC . .....■■. .■...■■■ 1010.■■■.■ ■1010■■MM■ 1010■■M■.■ ■■■■■.■■ ■■■■■■■M ....■■■. ■■■M■■■M MRTMIMIMI YMIi1WImmag i■ ■■■■■■■■■M. 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' ■■■■.1111 ■■■MMMOm■■■u� II pmmEmmoummSiomgn um I\ ■■■■■N■ !_.:EM MMMEEM ■n■■■■■l :' ■■■.■'11 i■■W■M.1 f1 \uu■u11■ ■ 1 ■■■ ■�'■�■.■. ■■■■uii1■ �■.■ .■■■ -'MMIMMOMI =■■..■ .._•■■ ■■■■■.■■ ■■ ■■ ■■■■■■■ ■. ••■_■..__ i1 ■■■ ■.■._■■■■■n. ■■ii■■ ■■.i �!!�♦♦♦u i::=:: s■MEMMEIMIE ■ ■ ■■ ■■■■ MOM III: ii mlili ■■..■■ ■.. L mommlimmum ■■■.■■.■■.■ ■ ■ ■■■ • . 11111111N :::!�■C ■■. Ill um i i I i PIS .._-._._ .... !. _'! 111!1 �i �.■■.■■■ IIIII■■■■ ._.....■■VIII=■■■ . ■■■.■■..II ■■■ _OOMMOM: N O r 3 u Er P C 8 TE e w: 3. 4 4,4 8 8 A a 9 0 MATCH LINE STA 10+00 O 0 0) 0 D 8 8 8 A 0 0 Yid .0 40 n 00 8 8 14. 8 MATCH LINE STA 10+00 11! 0 go 55 CC)) 0 2 2 2 n c m s" REVISION NO. DATE DT DESCRIPTION REVISION NO. DATE BY DESCRIPTION �Im 1a OSO CREEK CORNER SUBDIVISION OSITO WAY WATER & SEWER P&P (STA 0+00 TO 10+00) CITY OF CORPUS CHRISTI TEXAS Department of Engineering Services Kimley>>>Horn 3,INEE NORNANDASSOCLATE:.NC. 1400 ST DRIVE. SLATE m THE WOODLANDS. ON 13305 53W17NSN00 coNwtr4Nrs SHEET No. I i 31 II CURVE TABLEI U.VL BOSWORTH 2CURVE RADIUS LENGTH CNDRO BEARING CIIDRO DELTA TANGENT \ 7.....180604 i I • C7 1270.03' 72640 N1219.251 71t48' 3251'37' 374.54' •ri •4„,,„0 ,11 g y ' ill�:-5/31rzoz3 II Iii GRAPHIC SCALE IN FEET c.f EI LL --.7,:aliA :• I Sri H•IM.33Lot dN.'I iimC STA 11.91.0]OYe s EXIST Jo'-• I = 1 rR.w.ieLorr:nmLT aLMWnn o® %S4 _ 1 1.N1.58EMI.. nLr i�/ 31% - -- 0TEEI F&uRENErr `",«'''''wA """ LEGEND a ^ a[p di IE3 M. T '- - ' .a.••••i _ -_-- _ „ ` 1 in MUM, ` Q sroRnt s[w[R nwNNoi[ ' ` o iCg. ~ AY/ 0 � �- � _ STORM SEWER CURB INLET u.dr , L. "4 E VALVE AND _ arLaa•Lav PRere�EH i�92:2'SEWER-..SEMEN' Oi!•P1C O o. x_ \ 01 9Ne TER J ,. � 61 V OF B'PVC O0.44x _ IIJ\�� ` -• - O E%Al2 CSCPER m _ .�. •. eM e W - WATER UNE < • M J 0 SANITARY SEWER MANHOLE L 2 kY \\= SANITARY SEWER Et I- —--— PROPERTY LINE a c> `. w.7 oeo1 a SIDEWALK IS•TYFCAL MORN cn .Ii' as.. 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I II I I 1 I SI I 1 EXRT.4TCeLPt I I w Y>aOP.p9..Tl��vG J JESAITt ,>pgwUL. I�LLY13B60..�,....T„. IX OW POWER I N' :pow P • ,/ if..(3DfN0EIT1"� 80 z 5e,noz3 N.ew:.mu WELDED I A .. Avwsr,a NFA STEEL TU OAS- < GRAPHIC SC20 ���ApppLE IN FEET Gomm.r,T1.11'" TO HELD VERIFY DEPTH. i /' I 5 _ C gx,. 'll'IY ''' .,Aa 7:47.=;t- F� I I _ c �rtA /f \ wave I I CD 1 we wroaeuwL :RAT.v«� .22.11 1.22Etr3fffic1__ „,..,evw.--\ - - I O LEGEND 1 0.... "$ ~ r . OSl fO WAS 1 I� 1 O eTa„.EfwER w»�E s R� o 2-,Zt h Z s I 010 w g!I W +� eT 31•MPP Q oRM SEWER CURS MFT b 7 n I , I 1 I e 1601 iii DRN EEwfR Utz V a a vvc 043 LF OF e'Pv0 0 0.445 —` a FRE HYDRANT ASSENSLr 1§ ♦-- •a445 -- - -.orcver r- - -1`1 1 I 1 I « GATE VALVE AND SOS o_ GAN„x x 9EMENr w nx I 1 I. 9AcKnow PRFVENTFR EIER IX1SiJ1T WL I I GS ISTERACP II [ IX 4T cern 'O U t I TER LINE •Z I I 1 Q SANITARY SEWER MANHOLE II SANITARY SEWER E5CIT15 LRYeASEMBJT PROPERTY LINE b U C 1 sloEwuScs•Tw1GALwson„ U) o ' t 1 i lig■)R. 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PVC•.0.19fI lig STA:•BB.S0090 PMMNAY= - a3•swITAR ,_,x.le..LA+00 ° BTA,.,p.p,D F3TE3EWERl 6 g SEWER EASEMENT / �L 37ELI'OF 1!-FVC O 0.195 .1- 1H19.. nA,o.s,wiivars50 Li g ��-(Po wml o ^ 't N.T ` a1sneFE' S ^`�'a¢o— o3]5)F OF 16•PVC•0.19% 44ae F4ao OF 1S•P.W s OIHSI ��m` EaLEGENDM BEWER w^■ s365 LI W >$ Tit yw MANHOLEymNl.q a W1 ,.•eAOL�Y Q STORM SEWER CURB INLET §F E pG Il I wwrc 202,v rnwcs - N STORM SEWER Ri FIs o,x,ei,e A FIRE NYDMMASSEMBLY GATE VALVE AND BOX ) ( CKFLOW SRL-VENTER IA ( A WATER METER U VAT CSCP 1n m WATER UNE U1 O SANITARY SEWER MANNOLE a U c SANITARY SEWER V) `u PROPERTY LINE • (n C _ SIDEWALK(5 TYPICAL WIDTH) 33 0' x U -. Mil O W W WRIER NO1EE. V ~o OFFSITE SEWER TING FOR PIPE SIZES THROUGH H IS 250 PSI 0 E . I Stl AWA 1 I - - . FOT 1.- Ory . 1i i IIi 1 I4f1+� EqI %F D FMNo 1} �1 + H_I I rOF,uNr - 15 _ Rn B+� moi / , n .. • 1_5 �_ I11_- 1 to 1 1 I I—� � 1 + II J 10 - I I - t I L.,, IT. �- r E •. m d 1-21 L11 ceS _itF ���� _ I r-`—t I -I—t ^'�--:t I 1 34•IIPP STORM 9rWFR '., ._ 5 Z 5 1 i + a. Z a. P` I L._ YWt m 1 . • rtr� ri u 1 Wo aio I I N ' `- l I =a CO (0 { 0 U- -■- L� - • OF 15 PVC 00195 . 315 IS OF IS.PVC O 019X ) _ . -10 �- 4 L—�37 Lf Of- 1 I I -10 B5 5 C T5"PVE I ! I 0 9 0099 • 1 -- - - I 1 t—I I 4 a � C 1KIs- Y,R I 1I I -15 "' '- y -15 RELEASED FORCONSTRUCTIO�( SHEET 41 ot• --1---,,,--- _-.. - m. o I { -'+' 1 a RECORD DRAMS 75 I L.r..a.orm.or Y -20 1 1 ' :W,. .L-•1 -•-}-�', . I . I , t 1 , I _ -+,,L++ 1-. I 1 i -20 r..w.a...uew.r.r A CITE PROJECT -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 _ MATCH LINE(THIS SHEET) 0 r 000P 1 illr- —— , c(-, ------ ii 1 .wn 30.xn _ °e ' ,a)Er re"o.N.u. EED C3 • ( 0 I o. 0 III o d o 0 % o 0 111:1.'T!" / I / e A r 5i g:111€ x �. o4h $ ,qc r I I - .t, T\ , , -4. I ° i; 0, hoi ri II'4. d Q• SRI ll id i te I 110 wows MMTI SUM - 1 i 1 0 ''''VVV" I I :11 /j 0 oo ii .: 1 g Q a III re IN ° a ' ° . ' o x= F B "s "a,1 of P� E 0 yit �r at 3T111 0NllN313 0 $ 0 Qv3H83A0 DNILSIX3 — - O 0 _1 _ __ Noa•e) MATCH LINE(THIS SHEET) Mla P010IX210A DNLLSIX3- BSZ00000 0o 0 0000000000 ' g .:€ : ,°€ sR "! 4 $ 1 4 € 5 $ 3 6 y age o I ¢: ix a Pdi ® lE E dE Y E € Eei. E F : E Zp .9 F ° `1 ° is m 1$ , i 9a 0( S I n nj I i . e a Y 5 @ B a i t p -iiia ,1 " (I, € q a m $I s� i x I I I . . e a :ii N llpoi i Ili l I i o z & k I I i 1g1: a m a I I i i REVADON NO. Mit 6r DESCRIPTION REASON NO. DATE EN OESCAPDON M m OSO CREEK CORNER g Kimley>>>Horn 'i' SUBDIVISION0 2023 KVALEv-nORri MO M500.4115.r. s g SIGNAGE&STRIPING CITY OF CORPUS CHRISTI �° OS. SATE 275 .3 PLAN(SHEET 1 OF 4) TEXASTIME GI. ,2818 Deportment a' : .-=' Deportment of Engineering Services COVSULrANY$SHEET N0. STREET LIGHT NOTES --'--. F AnJh: Ltt.."E wx,,.LwawFORx,."E "of,T1,aE,xE2 _.,:- �< b......J� '' KEW L B09V40RM !CSB1G6O�.it / Cft ,,_.,3,3rz320z3 s OGRA30 SCALE IN FEE'S 41 lin +1 LOT 9 Q .�� �§ WARRANTY DEED 0 )'1 \\ LEGEND v AUGUST 6,2011 i GRANTEE:DOC/21311029189RTEZA INURT LOT 8 o.P.R.N.C.T. ° ,/'. O ° .........../ 1Ma.wr m ti wARRANTT DEED ........LEGE: SmuE (n 2 AUGUST 6,2011 d GRANTEE:MORTErA SNAFINURT / p ucKO.0 C U1 DOLI20i,029169 U O.P.R.N.L.i. �� EIS ——— ttrrtEla,vE a U C 0 0 0 0 0 v^ O O �� i j — — WARY,tt,K. v) ►s star/ LOS CHICOS DRIVE — M�w,NA g ill aQ'a il II LOTS 3-,0.SECTION 34 i WIC MEMON..bw Q W -.. —�--� 2.663 ACRE TRACT 4' C.I.EA ww Taw,"mwa V ~O 51 EI El EI FLOUR BLUFF TND NCINAL RACTS 0C ) PROPOSED nua0 C (VOL. GARDEN"'. 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STREET LIGHT NOTES S\ EwNoiNCHwrene dE ms co.acs cxwsn idH Eon ,.;p` .1\7' � t.ITELLYL BOSMARTHj // / �, i'�M,!i..,.pp6.��'� 023 / .(401.1.fare �/ V /1/1/' LOT40.14�1 11. ° /� g = �g / 1'7- al // = OGNA SIC SCALE IN FEEL W s O n 4 /i \ U z MAPACHE PASS 1 2 `' / / ��`_�_ - :, -�„ LEGEND l Y / ——— w nlnn.aWAY e ti J y a .‘P-' U r eewH. N v / / LOT 2 QR. 2 wARRANTY DEED / / JUNE 22.1999 TRACT 28 LOT�4,ACREsEc10 34 __ wuNwmEar arts V C GRANTEE:CITY Of CORPUS CHRISTI l BLUFF TRACT / VOL 2163,PG.239 FLOORDG 2210 EHCINAL GARY NQwun (/) N O.R.N.C.T. D CARDEN TRACTS //�� / wEGMCrPARAW �/ y C AR. a )) W c • O W E U(' > s CENTERUNEN /MOM o A .�Ta,STREET L. 0 a`, E > Y LEGEND U d o ` O H COROes«R.eu9Hua 0 LOT 1 I IeHHeo9wNdEeden 0.14 AC IXw �. R H rdd w.Eua,HE II a aAu,,,e9.RwwTEwaPH (�ai p aHFe9RwREaNEEdIR.H z ZLL 1,5 Lui— o pR IN. 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SUBDIVISION Kimley>>>Horn -frill: g I� T� D� I SIGNAGE&STRIPING CITY OF CORPUS CHRISTI "°°"°°"°CO`°FOREST PLAN(SHEET 4 OF 4) TEXAS SWIW REGISTRATION F. a'A''c` L"f 7 Deportment of Engineering Services , corrsuLmsMAR"'N}1 o. \ ni' ). i (2. 2.3 oQPNfte NE.Eo iiiiii)a" __-Vis;,-.1? � _ -__R._�. ., ,,.v,...4, /1_ _C___f._ f I`•s�e +�� EROSION CONTROL LEGEND — — —: ....WATER --_- .-- EX ON POWER \ • •_ --. _ _ T^_• —m— .xo.o.m mow. L 6 1 mlI,� okF f� # �-- �,oco.,rt x �a g Ify � r L--���' - / I� AO __, I I� I iV \` '`\ \i i 1 I1,-',Z' rJ'/Ntkir# e'if sP —sr— ----sr //_��\ 'p�2 qqq. J our Is UTILITYEASEMENT \ I I J I" AMA.Vis,'':. O i=1=. ex.nv�cwrr y %\ ,.'E n L—�I -'- _: _— �' I� / ` ` ! %f �.\��, +c {n::,`` © .:.- co«exers wnsxour i3 �; a I ' \I \` ,1 ,/, 1 `1its \ Hli m 0 b (\14.0511cu €J1 1 \ \ I 1 \ „ . \ IP 0 I F� ,. _ 0 `\\ \ L\1\\ \• ic\ �\) r \ ` • \ \ �\ t'r'ps "' .w..avaox • he \,� • \ \ 111. 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EROSION CONTROL SCHEDULING AND SEQUENCING CONSTRUCTIONI.CONSTRUCT ( 23 ENTRANCE.SILT PROTECTION FENCE ORDING 1.0.7XIMATE LOCATION AND 2.BEGIN NOTES AND DETAIL 3. • 1.KEEP ALL roN STORM WATERES R PUCE.ION ro i—� . ^ :''3r e s NDrE. °X r cows �. D UTILITY INSTALLATION PREVENTION INSTALL DRAINS.SANITARY CUM A nu. ^� -'( MHO VET UNC E. WATER AS SPECIFIED or+PUN . FORMS UPON Ca'a«or ,11%4 \\ ,.NEEP ALL STORM WATER POLLUTION ««e.nD x r.� "°'a Mm«� "P.' ...„..„..p"IL MEASURES IN PUCE.REMOVE AS NEEDED ow xw s.I«` gAc`Dox A r swu a C i TO PAVE TEMPORARY FILTER FABRIC ..cw«.eK.r..Ano rano TARP 11 2.STABILIZE FUBGRADE. �x[Ii uexr'� TS AND S/CEWALKS AS CURB INLET•PLAN MANHOLE•PLAN INLET PROTECTION DETAIL Pa. .n,r ....o.wn<m e 4. T I $$ III.PAVING SPE..ON PUN SHEETS. NOT TO Sr., NOT TO SONS Na To AAI.4. 2 IP,v11! NN PREVENTIONRE-INSTALL MEASURES 8 41 ig Pf g ORM WATER REMOVED FOR P1.OLLUTION CoT AND PARKWAYS. TEMPORARY SEDIMENT CONTROL FENCE DETAIL `� G2.LANDSCAPE CONTRACTOR SHALL �nw SOMA REVEGETATF ALL AREAS EFOR IV.FINAL GRADINGSOILVEGETATIVE EMMEN,11.11301 ��/ SsTABILIZATIONAANOSUPINEEOION CONTOLDEVICESF y � HD. END1S J A `� I _ WHEN ESTABLIMINIMUM MUST COVER NUREDSA ALM. ONffOuRT«NTERPor" ESTABLISHED % al «o mEA CONTROLREOE. � SHo,e vm MIS.A mi.Kro ......iO....N....N.HN.....N. . .6i � ` TEMPORARY STONE B.M.P. MAINTENANCE SCHEDULE '"" .....SEE Wore e E mvcDo.EN,RANa w «RE-•. s�«A,wS ==�...... .mnE_ocmv.r.a roP oo.ni LA or c jcn E r r, T»w ANOaSR e.NP.P«D.To _VIP!! ROCK FILTER DAM AT «O. 'nAre H U En ORA«NC ar STE °Y«Ae1 eew wEAADo-.��« ``ce as "0" EARTHEN BOTTOM CHANNEL 9<r FEN � - Na TO SO. MST.MWIMF ." .5.... 0 N % rAIS .'F«ACE I.R wIBED. sPSCreD roo SOP:Ar Dag. INSPECT DwPODONe PosTe AND SRTER "-""?Ae«S Dr HEN M0f"` 1t.1.. W O1 ecor SAMOSA=�o«xS eA<am - EN▪TR«n Ne neve I.ar-w-.Ar AEC W PIPE I«FT PRo D Cr) c 1.6 Wirt.MP TO ONE-HALF IME COSIGN DEPTH IF ISE-WATERING OF THE STORAGE VOLUME IS NOTNErT 7.4' 'De«DAs moDDl DNam L O«n. O E re« «D D.DAR«D RDRDAreD elnErr D ILD IT R PORE MrzR SKINK SEEM > ROCK Crz«DAM. F- CO MM AAD xO «a «.o — — 1-xa<Au«a FAMINE I I V o CV'.OF SOME,'HAS BOLT UP 10 ONE-H4F OF THE DAM HOC,REPAdi DAMAGE TH.HE CHANNEL IN aPLAN vl,Luwro RDa.s NEEoro ro NNNT.«INS orsKA NDONT AHD woss secTlw er mE Ea CAN. CURB INLET PROTECTION DETAIL SECTION A•A STABILIZED CONSTRUCTION ENTRANCE NRB IrIET/GRATE INLET/ME INLET. Nm To ASS NOT TO SORE Nor TO AAM A1OLrrOSEE«¢N NDN% srora ora ANTE 50-1-ESs :Z=D ren'NAT sr.ARD LuL er wrPuaO As NEEaD. Naar.""E"A``eD5.oord ormorn Pox. .ON v f,n :o ma Ar wIR.<S THAN w BIT Aldll IASERT PLASTIC FASTENERS.THE TOP Or THE SCAB,44A.LL OE RECESSED REL011 ME TOP ,mATEPIALS rAOCRCLAT MO MESH .LOLL ' SPECIFICATIONS roil . FILTER•"'F'cr's 'TCPrs Amp'trurgNITIO!" .1 THICKNESS:NOT LESS TION r. A wont fror LARS THAN RILL Irons Cf A,noes cc CO As HATED On De 6.3. nASESSwro:: =oars 7-61:f r.T111....",....• "..Tflug,f.."1.7.:=7.Ir.= ,......SNOOD as 2:i oe rurroa ''rretrernirlo're==trar."ailiatir5Vais=rria'a gr5rc'enirn SLAWS'a TM<Orre..Ree HS,roO P...NOT«mm MVO ED xon areA«<Arr erC«w«.CTo-a W N<R«r wMo TO nc D ««« a4.OSTER WAR SNOOD OE EMBECOED So rznT OOw w o s a AMINIUM OF.1.1/O0 COSMO D«waArs Z Z WW LAO OR HOC MVOs Ar NM LOCATION. . 'EL Ziii7:41S:L:7'C't « a.re.a.«aa.a O • TO ^ "r." er.E wrD D.t o` ,IAa .«a TD .RE=NT▪IST r 7 MAH«D De<DH,DN<rDn.re O O >.MUT P.DrzCT«Nrs aD,L,E eemED«UDC AS«E SWAGE w SED«E«rs SUDI=ED< ID.V. E e«DLDAe,A D N K.DN.«suOasT�r"m:Aro.......' ..Kr.. F w j 1- WC O U � U O U) Z O O 0O CC W /RELEASED FOR CONSTRUCTION'' H SHEET 47 of 75 Brie A.Whitmire.P.!,RPM.CPU RECORD DRAWING Na O EEICPmenr Bonk.Engin.. q� City of Cape.Chhtl \. condition*EM«OI UCC 3.8.6.F. 1 . em PROJECT I CONSULTANT'S SHEET NO SITE DESCRIPTION EROSION AND SEDIMENT CONTROLS n,.!.3y;ti 1 PROJECT LIMITS: 7.087 LINEAR FEET m 1.5 LIES OF ROADWAY FROM YORKTOWM BLVD TO STARRY CIRCLE SOIL STABILIZATION PRACTICES: OTHER EROSION AND SEDIMENT CONTROLS: * x',14 ..L-TEMPORARY SEEDING MAINTENANCE: KELLY BWWARTH} -PERMANENT PLANTING,SODDING,OR SEEDING SITE ENTRY AND EXIT LTG TNS SHALL BLIAAANTAINEO IN A CORD TON i11Ai HALLPREVENT THE TRACKING 138604 —MULCHING QE ROVING OF SEOMENT ONTO PUBLIcRE LL SEDIMEIALPUED,.PROPPED WASHER OR TRACKED CZCBN'A.l PROJECT DESCRIPTION: WATER.SANITARY SERER,STORM SEWER,GRADRIG AND PAVING FACRJTES FOR _SOIL ON BLANKET OI A PUBLIC ROADWAT_MUS ELP.EMOYEP EP TELY._NIEN-WASHING_IS REQUIRES To RFMOVE SEDIMENT `LHf16�' ''0ylyp23 ROADWAYS WITHIN 050 LEEK CORNER PHASE 1 - BUFFER ZONES PRMI IL ENTRANCE ONTV_ PUBLIC_R0A0WAT lT SHALLBEDONE IN AN AREA STABI ZE Mix cRUSNEO - PRESERVATION OF NATURAL RESOURCES STONE NIGI DRAINS NTE Ax APPROYEDSEDIMENLBASIN._ALLFVffS IMPOSED fOR.01SCHABGIHO/EDIMFNT • g{TO WM Q REAR SHALLBE_PAID_BY_THESUTTRACTOFL_ALE_EK05ION_CONTROL_STRUCTURES AL BE DIPORTIONS OF STE MUST BE STABILIZED.STABILIZATION PRACTICES MUST BE MAINTAINED IN 0000 T IRI TA.000ER AND ANY NECESSARY' '.- , ... . I .I, .I �F OTHER: MATED WHIN 14 DAYS IN PORTIONS OF IVE-SITE ERE CONSTRUCTION HAS BEEN EITHER POSSIBLE,NO LATER THAN 7 DAYS AFTER THE SURROUNDING GROUND HAS REASOEAOLT PRIED. i.wE TEMPORARILY OR PERMANENTLY CEASED.UNLESS EXCEPTED MON THE OPDES PERMIT. LR INSPECTION CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL DEVICES UPON COMPLETION OF INSPECTIONS SHALL BE MADE MEEKLY AND AFTER_RAIH.STORMEK.TDSO MSURLTHAT LHE DEVICES ARE O L P STABILIZATION. EUNETTGI0HU PRQPETET M BISPEGTTO1 AN.OYUN INANGE 5EPORT_SHOULD_BE-MADE_PER EACH INSPECnpy MIENSEDIMENLOR_AUO HAS GLOWED INE YOD SPACES_BEIMEEN_STONES_GRAUD_IS_BEING TRACKED ONTO 3�ty STRUCTURAL PRACTICES: A_PUBUL_ROADWALIHE AGGREGATE PAD MUST BE WASHED_OOMTLOR_REPLACED RUNOFF FROM THE Z SO J-SILT FENCES WASHDOWR OPERATOR SHALL NOT BE Al LDVFT TD O. . 1 .. �.I ,I. a.RANO _ 7 5 F� MAJOR SOIL DISTURBING ACTIVITIES: 1HRWI71_AHORIFR.BMP •AA.1... ..A •1 •... .I. -au..., :-S:. .., I. .55..,• '^ B{ SOL DISTURBING ACTIVITIES BILL DELUDE PREPARING RENT-OF-WAY EXCAVATOR AND EMBANOENT _HAY BALES Kw STONE SEAT RE ROIIRFTI TO MAINTAIN THE FFFll1FNCY'DF RIE IEBS MJ. )dry, • TJ pp]Ry.0 fHC THE ROADWAILJNSINLATION OF WATER TINE SA++RT SFMER LRES AND STRUCTURES AND 1—ROCK BERMS >„...121J .1 $Id g _STORu clRlrnleFe FOR DV OFVF,PMFNT _DIVERSION.INTERCEPTOR,OR PERIMETER DIKES //ES� DIVERSION,INTERCEPTOR,OR PERIMETER SWALES WAS�f MATERIALS y/ CSI DIVERSION DINE AND SWALE COMBINATIONS THE DUMPSTER USED i0 STORE ALL WASTE MATERIAL SMALL MEET ALL STAILAND LOCAL CITY SOLD St K' -PIPE SLOPE DRAINS MANAGEMENT REGULATION,NI TRAGI Alp CONSRRLrTRM RRIiML BESE:TED N TK OBPSTFR 4 E -PAVED FLUMES THE DUMPSTER_MU I BE FLPIWa AC NEIESSMY MARAUDER BY I DCAL REGO ATM AND THE TRASH LLY _1—ROCK BEDDING AT CONSTRUCTION EXIT TOLL BE HALIDE• . ., a ... „.I.., .I+.•. +, ..,.I, -TIMBER MATING AT CONSTRUCTION EXIT —._....__- :j _CHANNEL LINERS _SEDIMENT TRAPS -SEDIMENT BASINS __1..STORM INLET SEDIMENT TRAP b -STONE OUTLET STRUCTURES HAZARDOUS WASTE(INCLUDING SPILL REPORTING): u .C_CURBS AND GUTTERS IN TIE EVENT OF A SPILL WHICH MAY BE COISDERED HAZARDOUS THE CONTRALTO,MUST NOTIFY -' E STORM SEWERS IMMEDIATELY THE_PPILL COORDINATOR AT A MINIMUM.ANT PRODUCTS IN THE FOLLOWING CATEGORIES ARE M —VELOCITY CONTROL DEVICES '. • ` ' 1S.ASPHALT N -EROSION CONTROL LOGS PROO1 H'V:•.... n:' AA•:•., . ., .. . t..,v k' U C PROPERLY LAREI2S CONTAINER,AND REMO'.E . ,. I. ,,,I a, ,J. ..,r a•. /�� N C SANITARY WASTE: • MI ECLix W CONTRACTOR SHALL FRONK THE CONSTRUGDON STE Mix V.A .:Y -._ L4 c: ,.,:.. 55 0 NARRATIVE-SEQUENCE OF CONSTRUCTION(STORM WATER MANAGEMENT)ACIVITTES: ACCORDANCE NTH APPLICABLE HEALTH REGULATIONS.ALL SANITARY WASTE MILL BE COLLECTED FROM 8C) p ROUOTSaRAONO YAMGEYERT CONTRACTOR. - + .•.1...r ...r- ...0 O —1._CONS_UCT TEARORA-R LGCNSTRUGTON_EHTRFNCE SLTFENCE DIKL,NOID TREE PPOTFCTON E FE CE_ACGO/DING_IU_1HLAPPROXIMATLLOGATON AIp SIOMLALGRAENG AND EROSION ). -CONTROLPLANNOTESANQ DETAIL SHEET I-- O 103.290 ACRES .�._BEGItt_CLEARNG AND.GRADING SITE._ OFFSITE VEHICLE TRACKING: TOTAL PROJECT AREA CL _]`SEEDING REKGEIA7LSL9PE5 BI1FRr — HAUL ROADS DAMPENED FOR DUST CONTROL UCV TOTAL AREA TO BE DISTURBED: APPROX 15 ACRES VIMRE _AL4 TON 1. NEEREP AIL stow wATEiR POLLUTION PREVENTTN MEASURES IN PLACE JL LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN L STONN ONALNS SANITARY SEMEN AND WATER AS SPEOBE➢ON PLAN SIKER JL EXCESS DIRT ON ROAD REMOVED DAILY WEIGHTED RUNOFF COEFFICIENT: EALING_2.11SrAL STABILIZED CONSTRUCTION ENTRANCE (AFTER CONSTRUCTION): `P STA GALES ON SHEET 141 AY C A. 1. KEEP ALL STORM WATER PoILUIOR MEASURES IN PLACE,REMOVE AS NEEDED TO PAVE. 2. STASH),GIRORAOE OTHER: EXISTING CONDITION OF SOIL h VEGETATIVE ' PAVE STREETS AUL SIDEATALKS AS SPEOFTED ON PLAN SlEETC COVER AND N OF EXISTING VEGETATIVE COVER: 4 RE-INSTALL ANT STOIM WATER PO.UION PRFONTON MEASURES REMOVED FOR PAVNO EAT CLAY B EAT SAVOY CLAY SOLS OPERATIONS N LL PA SRS'1REF CO0 ANO VEGETA1121_IHivaanaEOHd1T OTS NEADDI IS H,Z STASATIOA LCe ANSCABSR 0 (1051St RESIDENTIAL AND FARM9VILDINDS3E 1. REVESTATE LOT ARD PARKWAYS, III 2, LANDSCAPE CONTRACTOR SHALL RVEGETATE ALL MFOR EAS RESERVED LANDSCAPE VEGETATIVE REMARKS: ATL STAGING AREAS STOCKPILES.SPOILS. W SHALL BE LOCATEDSUTHAT THEY TOLL NOT ADKR5E1 Y Z COVERS. S REMOVE EROSION CONTROL DEVICES_YERILMNBYVY TOO GROUND COMM IS ESIAS MEI MOTSA STORM WATER QUALITY OIKRMSE COVERING OR ExgRLLENo THESE AREAS MLI SOK PROTECTIVE o z HI VEGETATION MUST BE'STAN I,IED_DEEORLS'I 11. A..I... ..a..+,a• YFAGIRF M11 BE KGESSNRE Q W NAME RECEINNC WATERS: 8 W "a Y 5 CO N W° CO STORM WATER MANAGEMENT: CC? H THECONSTRUCTION OF THE DIPROYEMENTA HE CRAGIOIWILLEHSICE POSITIVE DRAINAGE OF THE SITE TO ALLOW STORM WATER RUNOFF i0 BE CONYETED IN EXISTING PATTERNS THROUGH THE co O USE Of MINOR TEMPORARY PISTE SWALES.INLETS ANO STORM SEWER AS NECESSARY UNTIL PERMANENT STORM WATER DRANACE IMPROVEMENTS HAVE BEEN CONSTRUCTED. PERMITS: Z CO CONTRACTOR SHALL UTILIZE INE STORM WATER POLLUTION PREVENTION PLAN 00- AND SHALL OBTAIN ALL PERMITS AND FULFILL ALL PERMIT REQUIREMENTS.INCLUDING F1 FEES.FOR T.C.E.D,GENERAL PERMIT NO.TXR 150000 RELATING TO DISCHARGES 1 FROM CONSTRUCTION ACTIVATES.THESE ACTIVITIES INCLUDE.BUT ARE NOT LIMITED 10 NOTICE OF INTENT(NPI,REQUIRED SITE POSTINGS AND NOTICE OF TERMINATION co (NOT).ALL ACTIVATES WILL BE PERFORMED AT THE MILESTONES REQUIRED BY THE T.C.E.S.NO SEPARATE PAYMENT WILL BE MADE FOR SUCH PERMITS. RELEASED FOR CONSTRUCTION _"�'� 5 SHEET 48 of 75 40 BIB A.WRHm/ro.P.E..GAL GPM RECORD DRAWING NO DLYFIOPRYRI B..YK..&Npm.E 4 IN M Corpus CBNM.w en ma a Ss...L.condiVens+MRV In UDC..is a F. CITY PROJECT/ cCwsuLFrrs SHEET NO. f T4s' ke v Stormwaler Pollution Prevention-Clean Wats Act Section 402 III. Cultural Resources N.Hazardous Materials or Contamination leveed (( � ^�.z RDES INR 1500W Stormwoter Dlsdorge Permit a Construction Cowed Permit required for In the event historical issues archeological artifact.(bones,burnt rock,flint,pottery,etc.) General(applies to all project.): el74,42t,:ii...40...7.7.L.0..;.:r...4.0......:.........-.:..y or projects with 1 a more acres dialrubee foil. Projects with any delurbed fail must are found during construction,cease work In the Immediate area and contact the Engineer N Comply with e Hazard Communication Act(the Act)for personnel who wii be work Ng With hazardous /- protect for erosion one sedmentation. Immediately. materials by conducting safely meetings prior to beginning construction ond making workers awe of potential hazards in the workplace.Ensure that all workers are provided with personal protectivefeWsdyequipment appropiate for any hozordous materials used. Fp�;�•�.�4�I23/202D ❑No Action Required O Re Wired Action ❑% No Action Rewired ❑ Retyped Action Obtain and keep on-site Material Solely Data Sheets,(MSDS)for all hazardous products used on theOrplzqproject,which may include,but a not limited to the following categories:Paints.acids,solvents. Action Na Action NA asphalt products,chemical additives.feels and concrete curing compounds or additives.Provide protected storage,off bare ground and covered,for products which may be hazordou..Maintain I.Prevent slormeaier pautlon by controlling erosion ond sedimentation In accordance 1. product labelling as required by the Act. L with WOES Permit 1MR 150000 O X il 2.Comply with the 7W3P and revise When necessary to control polutian a required by 2. of atspi, adequateosupply mitigate oon-vile spill s indica materthe, Ss indicated itn the M itS.an the event 1 sesl,ands tacs ht the spill as indicated immediatelyIn the MSDS,n ctowith dols sore SSS the Engineer. practices,and contact the District Spill at all Coordinator tspil The Contractor shall be responsible 5 L,I!'e G§ for the proper containment and cleanup of all product spills ES�S,gA 3.Post Conavuction Site Notice,(C4!)with SW]P information an or near the site Contact the Engineer it any of the'Owing are detected: M ^ ihhft of accessible to the public one ICED,EPA a other inspectors • 4.When Contractor project specific locations(PSL'.)increase disturbed e 1 area to s • .Trosh Dead or distdrums,vegetation(notel identified as normal) ww'' III acres or more,submit NO to ICED and the Engineer. S •e Undesirable emelt or odors barrels. lc. IlelMM I�' :Evidence of leaching or seepage of substances E p Any other evidence Indicating possible hazardous materials or contamination dlscoveon site. a ro Work M or near Streams,Waterbodies ond Wetlands Clean Water Act Section. IV.Vegetation Resources 401&404 Preserve native vegetation to the extent practical. No Permit Required Hazardous Materials or Contamination Issues Specific to this Project: USACE Permit required for filling,dredging,excavating or other Work in any water bodies,rivers, creeks,streams,wetlands or wet oreas. 0No Action Required 0 Rewired Action a ❑x No Acton Requred 0 Required Action N V The Contractor must adhere to all of the twins and conditions ossocialeA with the following permit(s): Action No. .. Z 0 t Action Na U c ❑Natknside Proal 14-PCN not Required Om Man 1/10M acre water or salana affected) L S ❑Nationwide Penin 14-PCN Rewired(I/1a to 41/2 she.1/3 A tidal water) V) ilc31 ❑IndMdzd 104 Permit Required I 2 € )R.R. e ' ❑Other Nationwide Permit Rewired: NMP/ )V 4,M 3. Q Required Actions:List waters of the US permit applies to.location in project and check 1 Best Management Practices damned to contra erosion,sedimentation and past-project T55. O L V.Federal Listed,and Proposed Threatened and Endangered Species,Critical Habitat, N1. Other Environmonlal Issues 1• p State Listed Species,Candidate Specie.and Migratory Birds. - N 2' (Include applicable regional or site speak endrmenld awes.) TO a 0 Na Action Rewired ❑ Rewired Action ❑x Na Action Rewired 0 Required Action 1 Action No Action Na N Best Management Practices: Ct 2. L1.1 Q Erosion Sedimen talion Poet-Construction TSS Z N 0Temporary Vegelollon 0 At Fence 0 Vegeta.Fater Strips 3. 0 Z ~ O O w ❑9ladel./Matting ❑%Rod Berm ❑Relention/lnigata SystemsLiJ o ❑Mulch 0 Triangular Flier Oke 0 Extended Detention Basin 8 Y 5 (n ❑Sodding ❑Sand Bog Berm 0 Canswaee Wetlands '' LL 0 Lu ❑intor Seale 0 Straw Bas Dike ❑Wel Basin IX m LU LU ['Diversion Dke ❑Bron Berms ❑Ernie,Contra compost ((e) F— Erwbn camera Compost Erasion Cenvd Compost Mulch rater Berm me Socks If any or thand listed spades are obsnm ed.cease coo in htrot area,do notedisturb species o O ❑ pee ❑ p ❑ habitat a dcontact the Engineer immediately.The Work may not remove active nests horn bridges and O 0 Mulch Flier Berm and Sock. 0Mulch Bier Berm and Socks ❑ks Corneae Fill&Berm and Sack. other structures during nesting season of the wor sinkholes ore U) bird,associated With the nests If cosZ discovered,cease work in the immediated area,,and contact the Engineer Immediately. o ❑compost Filler Berm anal Socks ID Compost Filer Berm and Socks ElVegetationLined Ditches a ❑Slone Outlet Sediment Traps ❑Sand Pater Systeme ❑Sediment Bonne CO S RELEASED FOR CONSTRUCTION 5SHEET 49 of 75 Bele A.tztwtun,ore.CAC CIY RECORD DRAWING NO. eeaelapmenl eeatae OegMsr g City of Corpus Cerise emir... eel.. E Me rondo...mend In voC o.o... CITY PROJECT/ cONsuLrM/rs SHEET NO. ALL SIDEWALK WHICH ABUTS CURB SHALL ] BE DEO ANO rHICKENEO AS SHOWN. CCONC.DMCURB SMALL BE.IC ABUTS DIMENSION i SHALL BE EQUAL TO 6• l'.E..4��P,j\\ NO.A REBAR HICKENEO AS SHOWN THICKNESS OF PAVEMENT STRUCTURE.IN ryr;t1 3'R S/R'CHANTER(BOM SIDES) .SIJ lr- i IY O.C. R 1/Y R (REFER TO 6'C!L DETAIL TITS SHEEP) NO DISE SHALL 1T BE LESS THAN 6'. /'A A 3• I/x'MORTAR FINISH : ■ i R A S'S". IEl1YL BpSWJRTMS TRANSVERSE 4AR 1/2•MORTAR TOPPING 1/2•R L R /// KIUG 1/2'MO NG RASRMLL 6 IVP. -.,//(yyMpXx ;C;' ���r/�� 2 i/2'HVAC b.ER ALP CONTDL Ja TRANSVERSE NTNG e;, ,r#N.B*, TRANSVERSE MARKING \KYritOf"1$232023 • 12' nC.•' .. --- -4 6 T` -{ �'- — • BLO�PE _ N0.R CONT. '..":10.. J 6 r •� REBu1 La1i• THAN 1l} L N i 3• 3• n 3' Q FOR CHINE GAINED C k T P CONTRACTOR HAS OPTION 0 DRILL k EPDXY SET N REBARS W fall1' 3• 3' • •• 8' \ T 12'O.C.(3 -'MIN.EMBEDMENT) x'D i TYPICAL 6"CURB&GUTTER DETAIL 4"CURB&GUTTER DETAIL 6"REVERSE CURB&GUTTER DETAIL TYPE'A'HEADER CURB DETAIL g ffi ,; NOT TO SCALE NOT TO SLY£ NOT ro SCALE NOT D SCALE : 666 Q CONC.MEgAM/SIDEWALK WHICH 0.3 ! Aa1TS TYPE B CURB SHALL BE PAVING GP SEAL CREENSMEAK EO THICKENED AS SHOWN J . /OVER ORRAPPRa2D EQ.INSTALL 1 3/16' PRONG LAP SEAL CREENSTREN( 5/4'EXP. P. vARKILE PAY(LNG. NDTF' 11 1 g (REFERR R TO S.NEC DETAIL THIS E%ANSION BEARD PRIOR PAY FOR n OF VALLEY GUTTER) EXTEND PRINCIPAL RANG. pp GG CURB k CUTER R R 9' 8' SHEET) r0 C.C.PLACEMENT INSTALL OVER APPROVED PN1510N L A -N0.R CONT.REBW 12'MIN E%P..pINT N!0 M_ Ell /R L , CONC.AACEYEBOARD PRIOR AT laillaillUira�QI( SIEEVFD W/ENDS CAPPED. LONGITUDINAL REINFORCING BAR(FULL DIN L D<CURB) -i ~L _ �> ' _ xo.R KB' / I/ n n - W`9a.IS DSI SIDE OF L 1 �� (°MTCµMJ0U5 T. /2•MORTAR w /i�/ 111 PER w ASPHALT '• -REDWOOD EXPANSION EXISTING CONCRETE A •-�3N0=.•4 REBYt —r---•� d PUD GORAR I LLL /Z 3//7- AN 3 A ,o/T,�— D.SECURE GP SEAL LURE k aJTER " Boum.SECURE CAP SEAL ��TTP BOOA"REOwWD EXPANSION AT 12'O.C. () U I...J NNAIUN.THROU.eon°MR L1 rODN rvrI•TG R ZIiSS .�L _„_\ �� N NW FUxGE.IIIIIIIIIIPBIIIEIIII BOTTOM GUNGE. 05'P' \%' CC- O� s� PLAN SECTION A—A a U c CAP SEAL DETAIL CAP SEAL DETAIL (r) NEW CONC.TO NEW CONC. NEW CONC.TO EXIST.CONC. 5'VALLEY GUTTER DETAIL -SEE.PIE BELPW R III)a W a NOT TO SCALE NOT TO SCALL NOT TO scut § x I /R.6'OMEL BMS VALI EY CUTTER NOTE' ; 1■ V N .- O R'SPALWD I USE OT v LOWED PER WING CURB ALLEY CUTLERS DETAIL CSI STREETS ONE x0 TYPE'B'HEADER CURB DETAIL PAY ASI REIN cufte crtPo�R.ARR°AR°Psc Ix'LOGa:.ERE ONLY FOR O E CO.CREIE s10EPALK GST.AND SHu1 0 OTHER EORMA NOT TO SCALE ■ Cx " USED PITH PRIOR APPROVAL FROM THE COMPACTED BACKFILL PAY AS MEW. I. O NEW EXISTING M� R CURB&GUTTER AND HEADER CARR NOTESL U a TOOLED EDGE(T P) I. ALL CONCRETE CLASS TA.3.000 P.S.I. ALL STEEL GRADE 60 C) TYPICAL EXPANSION •N JOINT SEDAN \I\ •,„ j NO PROP.6'CONC.CURB B' N0.R DOWELS X 12"LAD ONE DRAIN 1 To'60 DDD Ps. JOINT AT TF NS SAW CUT EXISTING \ n i END SLEEVED ENDS CAPPED CHECKERED RPUTS 2 TRANSVERSE GROOVES 1/0"WOE BY 1/2"PEEP SHALL BE E N NEW CONCRETE .5/P.REDWOOD EXPANSION \� �^ *RETAINING AL1 CURB k GUTTER AND HEADER CURB AT 10 OC(MAXIMUM) CURB k CUTTER .0, BOARD TP SPKA CURB SHALL NO WITH A 3 Buts C.T.EQUAL �! Ox BN:KDOWN i0 THE SI B ]/R'NICK EXPAKO.JONR SHALL BE PROIIOEO Ar 35'0 T-/A " PROP 90EWPLK ELEVAnOx 3/6.°i C PANSNNN JOINT Ci-� LENLFRSA(WXUUM)ON RE NGORCEUENi SHALT CANS Si OG THE NO kIX15T CURD GR IF CURB ELIMINATE B' ` A DOWELS X 15 L C SPACED AS NDGTED THE NO R DOWEL Q -, i> LINE •GUTTER 77 PROP.COWL SIDEWALK 39' .0 J SHALL BE EXTENDED ACROSS THE JOINT 9 NCHES ANO MIS ENO 1A L BARS e a w/REINFORCING I— „ SHALL BE SLEEVED WITH ENDS CAPPED Z _BEYOND 2'OC , Z u-- A•iMCK uuMUu I A. WHERE NEW CURB k GUTRR qt HExOER CURB JONS E%STING CURB Q k LUN R.TRANS TOx ME VST t0'Oi ME xflF ro HATCH 111E • Y. • s •A OLD WHAPE �! VARKSL WENDED TARE FABRIC 5. BASE. E.SUB BASE AND SUBCRADE HEKNESS UNDER CONCRETE CURB W CO J % •••• ORAL k SET n EPDXY GROUT o 1 '�, D GUTTER TO BE AS SPECIFIED HE PROJECT SPECFUOTONS CCW (2).DOPA .IS'LG \\ I AND PROJECT DETAILS.PER LOMNO DB.CONDITIONS. EF.r0 �Z/ REwECURB ( B'INTODOWELS CONC.) \//\/\//�\�\ I - • DETALSTHE SHOWN ECT PECIFIC ON THEDRAWINGSBOTH ME TREATED SUBGO REUTED ECT RADE Ly Z Q ALV SLEEVE p NMN S w/ENOS CAPPED. (6"MINIMUM)AN THE D£x10LE BASE(A' UN)OR EOUNALENi .s h SE k SUBCRADE PER NOTE 5 6 Ix' m PLAN SHALT EXmNO A MwwuY GR t•BEYOND ME GCK OE cufte. O O 6 W CURB AND GUTTER TIE-IN DETAIL SIDEWALK RETAINING CURB DETAIL PLAN FOR SIDEWALK SIDEWALK DRAIN 6. USED 16'CURB k GDTER S FOR IS CITY •GUTT.RDER. No SHALL BE b U(n p USED IN MOST CASES.OFFALS FOR R'CURB SPECIALTY GUTTER.6•ANDREVERSE ` MI CURB k G`R U AIS HEADER COR POORE OJECITEMS AND ARE g w/ NOT TO SCALE NOT TO SCALE NOT T°SCALE NOT TO SCALE CORDONS DR USEE AS NEEDED E55 PROJECT SPECIFIC CQ W Q D Q IS SUBJECT TO CITY APPROVAL IQ LLIN SIDEWALK SLOPE: NATURAL GROUND we EXPANSION LOOT MATERIAL REFER 7. FINAL ACCEPTANCE OF THE PROJECT SHALL BE CONnNGEur UPON LCL m U INN as IIAY'. TO C SHOF EET) VB. CHRISTI STANDARDS. ME CONTRACTOR PROVIDING ME CITY MM A CERTFIGLON LETTER, GRASS SLOPE: OE PLASTIC SLEEVE 3/B•MK..1'-7 1/2'WM FROM THE TEXAS DEPARTMENT OF KENSINL AND REGULATION MR). 0 = Q /�PER Fr,LAI. ML°HL6ENOS CA PEp CONCRETE PUTS (M.o.G.)BOLTED ro POLICY AND SrARGROS ONSION,ARCHITECTURAL BARRIERS SECTION, PER`_ \ `�:` DRILL ARD SET IN EPDXY GROUT/A CONCRETE W/3/6'.STAINLESS STEEL TINT ALL PDA(AMERICwS Min OISABILTEW ACT)HANDCAP O I— 0 NEW CONCRETE SIDEWALK SOD .t6'Lo O 16'O.C. COUNTERSUNK KMN BOLT O 0'O.C. wPROVENfNOS,AS CONSTRUCTED, TINS MTH ME TEALS co (O CO B,J PER P V N MIX INTO EXIST.CONCJ AUESSigLIrc STANDARDS OAS)M ME ARCNI EC1URu BARRIERS . TYPICAL SIDEWALK REINFORCEMENT - -EXIST.CONC.SIDEWALK13/R• 13/R• ALT ARTICLE B 2.TEXAS C STATUTES. O U USUAL F IN 4 - 1 COWL WALK 1/' 1/R' R B. AT LEAST 1'OG HE AREA BEHIND THE CURB SHAG BE BACKFILLED U IN SIDEWALK -� ACCORDANCEE COMPACTED HIMTHEM SPECIFICATIONS AS SOONSTANDARD AS POSSIBLEOR DENSITY) 0 SLOPE:2z uMA%� • �- R1I Iitr THE RTYa IAB YOURS DF REMOVAL OF FORMS OR SOONER IN 0 F�( Ry/,,,,,./ / / / .// Mw.SLOPE 2RMEI NO EYE WGMER)IN ORDER To PROTECT ME I - u / ./VINO• MOISTURE OF THE PAVENENi STRUCTURE. SIDFWAI K NOTES; H ,5;s- ' VARIES M R ALL EXPANSE.JOINTS TO BE 3/i REDWOOD GPAN•ON BARD, SIMIELELISSIIIMMI6• UNLESS OTHERWISE NOTED. •ENGINEER MAY AUTHORIZE LESSER SLOPE --1 •.zs.�_ 2. ALL C.CRETE Cuss•A•,3.002 PFI.ALL STEEL.GRADE 60.1Y- 55 SHEET 50 of 75 GAL LaATPN BASIS. NEW TO EXISTING �®'�'"'"'�--� 60'00°P° RECORD IM MO NO 01111 0.1.AWWW6rAWLOrWEr 3. CONCRETE TO RECEIVE BROOM FINISH. SURFACE&SIDEWALK SLOPE BEHIND CURB SIDEWALK TIE-IN DETAIL w61ErortwErrr6ar SECTION B-B 4. TRANSVERSE CONTRACTS.JOINTS t/6•:NIDE BY yr DEEP SHALL Y NOT 10 SCALE NOT TO WALEIllivfir� " IDT r0 SCALE BE CUT IN ALL SIDEWALKS AT 5'-0•INTERVALS(TYPICAL)OR THE '1111•01.1710WkiI11M.rS.*W INTERVALS SHALL BE SPACED TO IMTCH THE MOTH OF THE NOEWALK. d 1..IW.WWW.orermut" : CITY PROJECT CONSULTANT'S SHEET Na s4RI j ,, :t". ®� 11-7-„4?.7 e�ax_� Mme' °v..,' e..7ipi = x ���a�a^`�A vt.OiN n+ .t. I 9 `; a s Pmt•` _. - 1996U4 t.c �._ • MIA'31r14)7fEF..'.E::yzyzoxa ; ''' '''. $1,,,. 4 1 .100N./,_-_,±: ''"' -aa, ...=,__. :-. , . , ,„,, ..,�...... 6�rn.eN�,-- ryxe xnPr ffi�nX.crmp-setts -cNAae,�e-a,,,, InaSs� ..Ca,.r ....,..... :", ::::•7'4--`0!' .1Ellifirao, ..‘;,' ' 47411.1r.. L.n'g ec. °.�^ 1 1!!! II 'V n ^ �W I i �!j / i.. CMPa Awn nr PROM 1 s V\,�.� M .;. :- • "�"a . K 'Cl.' c 1 .lil P . w .,t ^, II: '" Rk 1 �'7 ,,,,. UMW AI CMM,Awe P.� IYl O W W „,,, , ALt. itR- -- '14.11.-..7---mt-s-,6---”--- li E � I ., r l _ a l� . o '^ � r-Sa - � l' We if ./,fi,N 1...__.. , MOUE DOM zi rkm O .5 SCKS.N.T.S r;� pCx 414- . ,_;_i_., 1.1 I I 111-1621112357A- n:r vRncsrPwvfl Canau° el�+�� P crro5svnur V otrWt • ,j U= 0(n +' ea�:.:e `mr 0e 03 uj CI) U ... Aon . ':: ,_41----__........._-'I` Z-r are.,C euwca me 'w��.<�..YN ".:.':...M'9F.' m.......'.. v g O �y I xnr�e..CffM4fL(<p°' f'$T� AYRYIt`�+%'k.�' 'NS;"LL'S 77'.,. U i Mint- ,evcA:c STREET 4040400 �f.u� • RELEASED FOR CONSTRUCTION" oo 000 SCAR:m.,5, xtui SCALE:A.*.s. iii i s�onra.,00Anthr.r p440400 S '+ r _� ICE 1F 3 SHEET 51 of 75 �'- pr1.0.NTltmin,7..;C::::61 L�' dr.lolMunr.Ire. RECORD DRAWING NO City°f Coryu.Cnrt.p g 0 . .,..t.t..Moo<.R )br COY Pmuccr/ CONSULTANT'S SHEET N0. CLASS 5 SEALANT DOW CORNINGC 990-SL SELF-LEVELING W-1/4• CLASS 5 SEALANT DOW CORNING W a/e• I SILICONE!DINT SELL OR I �•• T��SLJI BW-SL SELF-LEVELING /.REBM K,x•S,r o.c. 6"CURB NOTES: APPROVED EQUAL SILICONE JOINT SEN.OR I E APPROVED EQUAL t,•,•"................`�j ALL SIDEWALK WHICH ABUTSB. , EXPANSION AND CONSTRUCT5N JOINTS OF THE 9• ° EARL BOBWJRON} CURB SHALL BE ED ANDNEM SEPARATE CURB SHALL MATCH THOSE OF THE TED „- i 136EO4 'ii THICKEN AN 5 sIRwALK AND/OR CONCRETE PAVEMENT,AND SHALL NOT - n B. /.BARS COM. EXCEED 39 0..(NOS)SPACING. yy� �[NDpNe��;� ���' • ]•RADIUS x TRANSVERSE AT aDWES t/B•WIDE By t/x•DEEP SHALL I un - •i G A 1 ��cONBrMICTIONJ INT WAN MADE C.(wAEXISTING MUM) "e .A Awl?' Dz� q� CONC. SECTOW ] E NEWCURB JOINS aT GCURB AND GUTTER, ��jj yy�.�_L �( ///.I��U//. � TRANSITION IN SH E LAST 10'CA THE NEW TO MATCH THE , • C BILKW41/�75/e• • ° _V 4iC.�� xK uN/ADR MAK . EEXPANSON JOINTS ON ALL sOENRALK OS CURB SHALL °. G '. ° , 5 • • a C BEPREOWODO.ALL JOINTS N 6•SEPNUTO CURB SHALL C1/15.-1/4. BE SEALED WITH JOAN SEAUNi. INITIAL SAW CUT• A A i '. TRANSVERSE COMPACTION J r I/Ie•:WIDE By t/r • • 4 O �'p • DEEP SHALL BE GUi N NL 51 KS AT 5-0• \\ INTERVALS OANXINUM) °JE F 4 14 XY&RSCOATED10.TIED AT E ..tors`BMs moor ^ $RISSZ BE PLACED AT THE TIME THE T®,Y° GONG'PAVEMENT 5 POURED.) LONGITUDINAL OR TRANSVERSE TYPICAL S"CURB DETAIL SAWED LONGITUDINAL JOINT CONSTRUCTION JOINT I NOT To SCALE E l& r-aro• W-3/A. 2 1D I PAVEMENT REP ASPHALT CLASS L ELF-LESENANLIN CORNING y -L SELF-LEVELING CLASS 5 SEALANT DOW CORNING U VARIES NR SEE PLANS SILICONE JOINT SEAL OR SL SAE-LEVELING I. TACK COAT APPROVED EQUAL - SILICONE PI PROVED EQUAL „ A NT SEAL OR y FINISHED ASPHALT PAVEMENT • \ IX en' F y n_° C.1 C ER g • g ' FOAM BACKER ROD °■'��\'_1 C N C BKKER ROD f ° WI/A• (/(�■�)) Q a W W«,/A•-VB.• a - - . �i ICI W W MillWriallilekkon„ aL a ■� I' i V ~o THICKEN EDGE e a / ,/K•' xp'LONG SWOM DOWEL Q' xA• ` OF COMPETE WWNAL SAW CUT G ° I 'e. C /A flys a 24•D.C. •.VI _ ° woo ESR • Q E I A 1 J x. 0 CONCRETE PAVEMENT NOTE' SEC005 A5 PER IN NO GSE SHALL THE THICKNESS OF THE co DRAWINGS ASPHALT OR THE THICKNESS OF SNAauNT INTERVAL. J CONCRETE TO ASPHALT TRANSVERSE SAWED W PAVEMENT SECTION TIE-IN DETAIL CONTRACTION JOINT EXPANSION JOINT NOT TA SCALE Ct JOINT SEALANT COMPOUND Z Z NOT TO SCALE W zM GENERAL NOTES' b 0 7) > 1. THE LOGTION OF JOINTS SHALL BE AS SHOWS ELSEWHERE IN THE DRAWINGS. 2 ..> a x. THE JOINT MEEP'VWSR"PHO TEALMONS=II-101Eµ0 TRANOA R OMERWSE y! W CONSTRUCTION AND THE TWo SAWED JOINTS. ERS` a FWV LZI W MANJOINTS3. SHALL BE CLEANED IN ACCORDANCE WITH THEOSEALANT LL m FTURE'S RECOMMENDATION.PRIOR TO BEGINNING OPERATIONS.THE 0 W CONTRACTOR SHALL SUBMIT A STATEMENT FROM THVEu OS P MANUFACTURERNNN INC HE RECOMMENDED EQUIPMENT INSi PROLE ES O 1.1. BE USED. U A. E SAW CUT FOR THE LONGITUDINAL JOINT SHALL BE ONE FOURTH THE SUB O Z THICKNESS WHEN CRUSHED LIMESTONE 5 USED AS THE COARSE AGGREGATE. 0 U 0 L 0 0 (RELEASED FOR CONSTRUCTIONS U SHEET 52 0l 75 9OSDevelopmentA.Whitmire,mentSeTi..CFM.CPM RECORD DRAWING NO. Development Services.19111•W al w O City a Ca RR baNay ud `Ia NSRSSR W AOSM M Hoc 3.11.6.E. / I CRY PROJECT I CONSULLWYSS SHEET NO. aVWs `CJI WI WATER O/SIR/BUT/ON SYSTEM GENERAL NOTES SEPARATION_OFWA_TER AND WASTEWATER LINES NPAYEDANEIJ L PAYEDAREAB """`', ______ _-__ ___.___- __-.___- - - ___.. ___—__ - 1 ItLLYL BOBWORTH T. PROPOSED WATER DISTRUBUTION SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF CORPUS THE SEPARATION OF WATER AND WASTEWATER LINES AND THE MATERIAL USED SHALL BE IN TOPSIDE TO PROMO) 138604 R< CHRISTI WATER DIVISION DISTRIBUTION SYSTEM STANDARDS. ACCORDANCE WITH THE'RULES&REGULATIONS FOR PUBLIC WATER SYSTEMS"OF TEXAS NATURAL "'IFCE 440?' RESOURCE CONSERVATION COMMISSION AND ME CRY WATER DETAILS. SELECT BACKFILL MARERAL FROM I EEX I5 OR... m) A NC.1 "$2312023 2. THE CITY RESERVES THE RIGHT TO ACCEPT THE SYSTEM FOR OPERATION AT ANY TIME.BUT THE MITE OF EXCAVATION COMPACTED TO 950 OFFICIAL ACCEPTANCE OF THE SYSTEM WILL BE UPON COMPLETION OF ME PROJECT AND SATISFACTORY 2. WHENEVER WATER&WASTEWATER LINES CROSS.ONE JOINT OF 0900 PIS•WATER UNE SHALL BE SID PROCTOR°ENS,(OSTM AGIII ,= TEST RESULTS CENTERED OVER THE WASTEWATER LINE IN ADDITION TO ANY REQUIREMENTS AS DICTATED BY ITEM I 0698)SEE TABLE 2-REM A ASPNMT OR CONCRETE ABOVE YEMENI SEDIKM !. THE EXISTING SYSTEM SHALL REMAIN IN SERVICE UNTIL ME PROPOSED SYSTEM IS PUT INTO SERVICE. I ME CONTRACTOR SHALL PROTECT THE EXISTING SYSTEM UNTIL IT IS TAKEN OUT OF SERVICE NOTF4; AIIIIIIIMIllAS A. THE CONTRACTOR SHALL FURNISH ALL MATERAL,LABOR AND EQUIPMENT REQUIRED TO INSTALL THE CONTRACTOR AMY BE REWIRED BY ME WATER DIVISION INSPECTOR p ` ICEMEN/-STABLPED SAND O �'TI PROPOSED SYSTEM. TO INSTALL CENTERED JOINTS OF DUCTILE IRON PIPE AT WATERLINE V��4' • D' (I S.GBS CEMEN%C✓. CROSSINGS OF EXISTING HAZARDOUS PRODUCT FLOWLINES. Q SAND)c PA�CIT m 5. TESTING OF LINES(STERILIZATION AND PRESSURED)SHALL BE DONE BY THE CONTRACTOR UNDER THE ���� L i SUPERVISION OF THE WATER DIVISION. WATER FOR FILLING THE NEW WATER LINE AND PERFORMING TESTS rv; 9� D E TA(SM DITEM § WILL BE FURNISHED TO ME CONTRACTOR BY THE CITY OF CORPUS CHRISTI THROUGH A STANDARD WATER .� � SEE TABLE 2-ITEM El IP CONSTRUCTION METER CONNECTION. STANDARD WATER CONSTRUCTION METER AND GAUGE WILL BE PAVED SURFACE v ,•••�• 5 B '/^�' ¢Sy gY SUPPLIED BY THE CITY AFTER THE CONTRACTOR HAS PAID ALL APPLICABLE FEES FOR THE WATER cu.a GUTTER X� CONSTRUCTION METER. ALL WATER DISCHARGE MUST BE DECHLORINATED IN ACCORDANCE WITH TNRCC& BASE LATERAL ., ♦ • ›...$4g.3 Wp O NPDES RF LA Ns. SUBCRADE ,.. •��•�4 •_ y} CU ,8; . 6. THE CONTRACTOR SHALL RECOVER AND STOCK-PILE AT A LOCATION DESIGNATED BY THE WATER MESION 41 4....4r•.. ^.Y W� _8; li INSPECTOR,ALL FIRE HYDRANTS,VALVES AND FITTINGS THAT ARE TAKEN our OF SERVICE. THESE p SEE NOTES BELOW * *W I Ii i TINY MATERIALS MAY BE SALVAGED BY THE CITY.HOWEVER,ALL ITEMS NOT CLAIMED BY THE CITY PRIOR TO THEMar 4 4 <������MS ��V • FINAL INSPECTION SHALL BE DISPOSED OF BY THE CONTRACTOR. TOP OF M !6•• SEE NOTES MOW IERLNE O 7, THE CONTRACTOR SHALL BEAR ALL COST ASSOCIATED WITH WATERRNE REPAIRS(WHICH RESULT FROM , .1P X12 GNEM WARNING IAPF DAMAGE CAUSED BY THE CONTRACTOR) UPON COMPLETION OF PROJECTS. ALL WATER LINES SNAIL BE V ABOVe PPF FREE OF ALL PATCHES AND SPLICES. A N, B. ALL PHYSICAL TIES OF THE PROPOSED SYSTEM INTO THE EXISTING WATERLINE SHALL BE RECONNECTED AND A M SAVO MUSE y BE MAGE UNDER SUPERVISION OF THE WATER OMSION INSPECTOR. THE CONTRACTOR SHALL FURNISH ALL {VAXERL/NEM/N/d1Ud1 COYER REQUIREMENTS 09160056 .. � P U_ MATERIALS AND ALL EQUIPMENT THAT IS REQUIRED TO MAKE TIE-INS. CITY WATER DIVISION CREWS WILL NOT TO SCALE L' A., En MAKE TAPS ON CITY MAINS ARRANGED THROUGH WATER DIVISION INSPECTOR(72 HOUR NOTIFICATION). NOTES C N 9. ALL EXISTING SERVICE CONNECTIONS TIED ONTO THE EXISTING WATERUNE SHALL BE RECONNECTED BY THE I. ALL MAINS IN THE STREET SHALL WAVE A MINIMUM OF!6"of kCA CONTRACTOR.INCLUDING RELOCATING EXISTING WATER METERS IT SHALL BE THE CONTRACTOR'S SOLE COVER AND BE 12"MINIMUM BELOW SUBGRADE AT ALL POINTS AND ' 'ill i! C..1 C RESPONSIBILITY TO NOTIFY AND COORDINATE WITH THE WATER DMSION INSPECTOR SAID RECONNECTIONS/ HAVE VALVE CLEARANCES IN ACCORDANCE WITH THE VALVE DETAIL. x�e'MIN.FOR APES<16'OLA RELOCATIONS IN ADVANCE OF CONSTRUCTION TO AVOID DELAYS.(NO SEPARATE COSTS) X-II'MIN.FDR PRES F T8'DA N N 2. ALL TRANSMISSION MAINS(12"DIAMETER&ABOVE)IN THE STREET / Z TF1 C TO. MINOR LENGTH OF DUCTILE IRON PIPE ADJACENT TO FITTINGS MAY BE REWIRED AS DIRECTED BY THE SHALL HAVE 48"OF COVER AT ALL POINTS. § !t'�'�( x a WATER DIVISION INSPECTOR BASED ON CONDITIONS ENCOUNTERED IN THE FIELD. THE CONTRACTOR SHALL J ALL AMINO NOT UNDER THE STREET SHALL HAVE A MINIMUM OF TTP.PIPETRENCN/NG,BEDDING AND S MI W W USE O.LP.AS DIRECTED AND SHALL BE PAID AT ME UNIT PRICE BID FOR ME APPROPRIATE SIZE !D"OF COVER AT ALL POINTS. Q WATERLINE. A MINOR LENGTH IS DEFINED ASA SINGLE LOCATION REQUIRING ME USE OF TWO JOINTS OR BACKFILL POR WATERLINE ; V O LESS. NOT TO SCALE I1. MINOR ADJUSTMENTS IN THE LOCATIONS OF FITTINGS,VALVES,FIRE HYDRANTS,ETC.CAN BE ANTICIPATED. NOTE:(CONCRETE PAVEMENT ONLY) THE CONTRACTOR SHALL MAKE SAID MINOR ADJUSTMENTS AS DIRECTED BY THE ENGINEER AND/OR WATER CONTRACTOR HAS DAMN TO USE CEMENT E DIVISION INSPECTOR AT NO INCREASE OF CONTRACT PRICE. WATER DIVISION WILL BE NOTIFIED PRIOR TOTAIIED STAN OP BACKFILL WITH SELECT ). Y ALL CHANGES. I-- c 12 ALL NIPPLES BEDVEEN FITTINGS AND VALVES ALONG MAINS SHALL BE DUCTILE IRON. -tiGENERAL NOTES FOR BACKFILL CI Ti. ALL DUCTILE IRON PIPES VALVES.AND FITTINGS SHALL BE WRAPPED WITH(2)THICKNESSES OF B MIC. JABS E 1 TART F 2 POLYETHYLENE AND SHALL RESTRAINED WITH'MEG LUG' S MECHANICALLJOINT RESTRAINT OR ENGINEERSBI OWNP AND INITIAL BACKFII PI FINAL BACKFILLAB APPROVED EQUAL ST ALL FITTINGS.CONCRETE THRUST TIL BLOCKS SHALLBEPLACED BEHIND ALL FITTINGS (�I OW PIPE TO 72"ABOVE PIPFl (GREATER THAN 17'ABLYJF PIPFl EXCEPT WHERE LOCKING DR SWWEL FITTINGS ARE UTILIZED.UNLESS OTHERWISE SPECIFIED BY THE WATER OMS/ON ENGINEER UNPAVED AREAS PAVED AREAS TA, ALL OFFSETS ARE TO BE DUCTILE IRON PIPE ASSEMBLIES LOCKED TOGETHER BY RETAINER GLANDS DUCTILE ALL BEDDING Avo win& RFTLL sm. NST OF IRE P5106 K OR A FOR OF TO A FOR It ABOVE PE TO 3. TO DESIGN ENGNEEREQUIREMENT L sorra,OF ROAD BAL L IRON BENDS SHALL BE UTILIZED FOR ANY CHANGES IN ALIGNMENT OR GRADE. GRANULAR BACKFILL CONSISTING OF OTHER NATURAL SAND OR SANDY BACNELL SHALL BE o SEMET£ASIU W.V.M EXCAVATION DO GRAVEL OR MAIERWL PRODUCED BY CRUSHING OF NATURAL STONE OR APPROVED SELECT ANIMAL IMPORTEDAL TERM EIMER IS. IF A WATER LINE IS TO BE ABANDONED, THE CONTRACTOR WILL FILL WITH CONTROLLED LOW STRENGTH GRAVEL FROM THE EXCAVATION OR CASSE.ALL .LATERAL SHALL MEET DE Fv CO MAIERAL, 'DARAFlLL"BRAND OR ENGINEER APPROVED EQUAL.VALVES WILL BE REMOVED OR FILLED AS WATER LANES BE FEE OF SKS DESS, FOLLOWING. IL J REQUIRED BY WATER DIVISION INSPECTOR. OR A^ry CLUMPS C CARRJ5 LU A RAMANs<20FT.DEEP.LA0 ABOVE WATER IABP THAN P USE N I'M DIAMETER P/<B-L0 Z Q 16. CONTRACTOR SHALL COORDINATE WITH WATER DMMATERIAL INSPECTOR AND NOTIFY ALL AFFECTED CUSTOMERS 2t TERAG man.THE FCCLOWING c.v.. LOOSE LIFTS TD RE PACED Aro U 2'DA. .y Z HOURS PRIOR TO KILLWT OF EXISTING WAFER SYSTEM IAMBIC REIXAREMENTS OP ASN 02487 FAR: 10 AMAX.. MOISTURE 0 IO A1[ LL W COMpACI 95X DM SID PROCTOR I7 WATER DISTRIBUTION SYSTEM STANDARDS CALL FOR MAXIMUM 48'COVER ON WATERLINES WHEN DEPTHS 'SP M' 0I.L EXCEED 48'COVER TO AVOID OBSTRUCTION,THE USES OF BENDS COULD BE REQUIRED. SP-SM -O s�0R5CT TOR(0898). LOOSE LFTs of 1O"Ms✓OR E SELECT 5 V() a O INTERNE ro 750 s_ _ MATERIAL IRON EXCAVATION DOES NOT �_ W GAI 18. CONTRACTOR SHALL KEEP ALL EXISTING VALVES ACCESSIBLE DURING ALL PHASES OF CONSTRUCTION. BE AOEUSIED NE RE-MARFAENrs.THEN USE CEMENT MOISTURE OF OPTIMUM. 5>ABIUZED SAND SEE ABLE 2-ITEM B u IS. ALL NEW WATER MAINS SHALL BE INSTALLED 50 THAT PIPE IDENTIFICASON MARKINGS ARE LOCATED ON THE AND INPASSING ADDITION: 510.E-TOOK B TOPSOIL TO BF PROn0E0 BELOW(OR PER DESIGN ENGINEER) y; LU,.=,, Q W TOP OF THE PIPE. PASSNGi/•SOME-MI MNMLM E OR BETTER TIN B. FOR JI BELOW BOTTOM OF ROAD BASF TO 3 20 ALL SERVICE LINES UNDER PAVEMENT SHALL BE ONE INCH,INSIDE DIAMETER.MINIMUM pASMI INDEX(p)-NP TO 10 MAX. EXISTING AND IMT CE BOTTOM OF ROAD BASE: EXISTING TOPSOIL CONFLICT I. C DEEP EXCAVATIONS(USH)OR BELOW MEETING TABLE.USF T O CO U Cl) CRUSHED SIONf off CRUSHED GRAVEL NEEINIG 01Ndipll OF: TO EXISTING ADJACENT BACKFILL SHALL BE CEMENT STABILIZED SPECIAL NOTE, COON RE E CO RSE AGG ETATE;I IOT IRM All;GRADE I, TOPSOIL.(CONSTRUCT N TO (2 SK/EC.Y)ANO SHALL MEET RE () 3 BE PERFORMED B✓VOCABLE OIARFMENIS. CO O SALSAOR A. DIM,OE IIS BT spL ENGINEER SHALL CONTACT THE UTILNY DEPARTMENT CEb ON TOB V VAC FOR WATER VAULT DESIGN COORDINATION. as-Too /H - o NMO a ro-ao C PI NP-10 RELEASED FOR CONSTRUCTION (OR As PER 010155E P501EER) ,IN. oFpussx or q.mOiSTURE roBAnes o (./ cM ro E SHEET 53 of 75 .,� - mu a Wngmo-e.PE.CM GPM '•A' Devmopmem Bor..engineer RECORD DRAWING N0. My W Corpus 5YE MA g Roue construcsen mons Ami sAMn Ansa on Ina g ._ _ AA<wlaem.WNW In UDC 3.6.6.F. CITY PROJECT 1 CONSULrmrs SHEET No. PUMPER CONNECTION EIRE H RANT °1/26 CE CURB L CONSIST OF CRUSHED SINE OR I o., Z I/E" r ,,4y Am COARSE CRAWL/COARSE SAID.NRK.VOLUME l CU FT., ^.( �. �`•..IE DRAIN BCD SHALL EXTEND A ANN.6•ABOVE OBNI OUTLET. I/4••R l r/!•• n i 2. ALL,FIRE HIDRM'I FITTINGS SHALL BE LOCKED BE ET VALVE O RETAINER GLANDS. I�LLV L.B09MIDRTM E� BURY LINE SELALL Ell SHALL 3. FIRE NVgwvr TO BE BLOCKED AGAINST FIRM SOIL AS STAMM ',—,W ti ;8860+ 7 MATCH NO.PI I IB•' FINISHED GROUND GRADE . KL HYDRaNTt SHALL BE INSTALLED 1 1/I' j/—/ �?(yp\(�Z)F4386045:5540.10r6: C(LE,nsY% � SIDEWALK AIR.1 CUED& S. LARCERoou NOME FACESL ASEWI ROAD.UNLESS OGLEanSE V/O W.. /Z' 1.___1'.1_2_.11. 1„; 1 F'A(l'i/�L�Q�:��E�"��M+��£13/201] .111 al MA G H2RALVT SHOULD NOT BE SET CLOSER THAN A•TO I/2„� I/”R4*X.LIDMAi4(Q _�- OBSTRUCTIONS l ARE IN UNE A,M NOZZLE. ,/.1/ ,_0 � . 1. HYDRANT SHALL BE SEI TO MANUFACTIP.S RUBY UNE It_ r PROPOSED/00SP.owe PLUS i•. IMAP BARREL AND RON N NIPPLE TA !___________ y w[K B MD DAPS ARE ro SIF 610LON EIRE HIDRAIVf I£Ag n. L WOUBLE THICKNESS OF 6 M0.. LIIMI =P; N GIST MOV O y POLYETHYLENE i �g DO Nor BLOCK BARREL Y 3/e'• p�I al CRAW HOLES11 ' w 10 1/."IH Lialli STREET 3000 PSI CONCRETE COLLAR P XIV, 114 >R4 �-S 0 s 1. .•MNN� `WTEBa SURFACE iS • ro Erol MIX /�' BRICK OR CONCRETE PLACE r.r.6"CONCRETE BLOCK srnva NPPLE EXTENSIONDETA/L = ! 0 I SUPPORT SHALL BE ar 7HE A RIR' BOTTOM OF ME HYDRANT. NOT TO SOLE pp RADE You iii DRAINAGE BED . . 1!. BOrIWICFUBGRAOEregal u1. HORTANT PROBY - SACK/C.Y. PM I}"ql_!0 3/e" .I F/REHYDRANT ASSEMBLYDETA/L/TYPE 1/ ll t N,c NOT TO AME III �,��I�,�I'I� R ' Or: W CONCRETE BLOCK. O CONCRETEBLOCK.6•• 5 ._; ..._:•'�.:� U~ ° .T� I, O E VALVE ROXDETA/L VALYEBOXDETA/L f� .. > r "PAVEMENT GNAT(/RAL GROUND ~ ° PuwA£T CONNECTIONuNOT TO SCALE KNOUT HOUSED EL A Alli U 0 . O ACE ALL VALVES SHALL BE APPROVED WYE BOXESOrF til lil o VALVE BOX SHALL BE SET TO PROPOSED P/C�YNOTCN WRAP H&FRET AND ALL DUCTILE MAS O GROUND GRADE IRON TITNGS AND NIPPLES NNNOT,0 SCALE DOUBLE THICKNESS OF 6 MIL. MI POLYETHYLENE III � .. STREET SIDE t (n LURE Allg WIILR ' ro SIE cm IS (Y J_ -.� .•. v ITATTERN CORMS CHRISTI W Q.-. gr �+ �`�B0X s 6 ON =aro Ce Z H 't next.DI.or N+J \ ±4 00Q W W DRAINS FAMES -Y I. OR G•AS REOURfO E..GATE VALVE \ Pr CULARNOM '�, b U fn n O Irmo. � .. ..rKr Ui�i�q O ro CARE ' '`/I a w 5 W cq 6'MAIN I III,111r11(41. ._W) = HYYD�NNT(M�.� ) �,� NWN m ~W I___Asimil II �l1{� 6'-90'UI KENO (BE O HVDIONI) +✓/ Y FIRE LL W . wN. (sw.s 1 J TER.ww X 1/e.. (�c CO o f DP NJ.PLACE r.2'.a.CONCRETE BLOCK IEE ,6 BRANT - LI I PICK NO. O BRICK KO CONCRETE OE THE S•GTE �. l 1ir������������ cn /l O HE HYDRANT o WALK t 1 I %�,� 0 ,0 } I/.••a (PrP., V DRAINAGE BED SMKI NIPPLE A NOTE- +-J 1�1/r6" YMwo LESS THAT 20'WILL B£DUCTILE IRON LOCKED TO DIE VALVE 1%' I g 1. aN 2 REWIRE CONCRETE THRUST BLOCK — — — — ll — — — — BEHIND HIDPANT AGAINST UNDISTURBED SOIL. PROPERTY LINE / L/DDETA/L NOT TO SOMEweamsmatteximmi 0 SHEET 54 of 75 F/RE HYDRANT ASSEMBLYDETAIL/TYPE 21 oRaw»c NO. WATER LINE BEHIND CURB F/REHYDRANT ASSEMBLYDETA/L/TYPE?/ 3.,' .- Maga,OM g NOT TO SCALE NOT TO SCALE ®�MA.�•••.0.AWw_ .. A A...r.r.w=a.... ; COY PROJECT/ CONSULTANT'S SHEET NO. ANN LOCKING RING WITH Lome.RING 1 SRM SPACER BOOT GSM FIRE Q0.4.,'‘.. /"""""" CASING SPACERS EXTS PIPE �� ExrsSM RIE 411.4T TING B.1 - -�Ad iL...._.............:62'::: 1 /7,,,,,,,,,;. ___ I•p!. �1.1.1.�1 �f•l•l�- �sI•I BRIE P.M CASING MSTN Im BY JACKING OR BORING IELLV L BOBNs •• OF A SWILL SUPPORTED IN so 1-ON SME SING SPACERS f "A"i 5 MANUFACTURED FOWL.ADVANCE PRODUCTS INC. EAGMEE REMOVE .1......98604 " ONE JOINT OF <JCFNB WINDED SI£FL Oe % 0•••••A B. GtSINL SPACE/!S GpP RI MIAfLEO M USM SNVL iMV£A £xE IM RIPE A4D "`•' �� /\ REM04£ONE JINNI CY \{{R(.,1'F`CAS/PIXYEIHRENE ✓ .. POYNE P(ASIK'RUNNERS - FUSCN FORDED EPDXY E R0 D.STEM BODY E FUNSINE Oe PVC WING OI QY ExISTING PHP£Av0 `['CCF':.. 32023 RUNNER SUPPORT A" .. / 1/2"HIGH A I..MOE(^PI INNER. SUPPORrs AND U.H.M.W.POLYETN..RUNNERS PIPE LE 18"MN. . REPLACE KIN 0.1. / C. xC SPACERS$MNL BE SIZED TO SECURELY FASTEN TO �'Ij ) Iij`‘ PIPE 1.[lLl-�.Lm11NllQ / THE CARRIER RUNNER BARRIER 0.0.E SHALL AIM OI.P.• V ••••`•� / I MPo SLICING EITHE IN AL.T FROM RESTING WITH LOO OI.P.• j ON 1�JOINTSRDURML RM LOCKING RING SHOULD ENSURE MAE THE CARRIER •ALL BENDS ro BE MECH..JOINT nmNG PI.IS AOEOGIEL✓SUPPORTED THROIKNW I ITS LENGTH. PIPE/NSUL4T/ON DETAIL SPACERS A EACH END SHALL NOT BE FDR ALL FITTINGS SHELL BE RESTRAINED BY.1 NSULATORS O g FROM END CASING REGARDLEss OF SHOE OF CASING MECHANICAL JOINT RESTRAIN.DEME IVATERL/NERD✓USTAIENTOEM& NV TO SCALE OOZE. AND CARRIER PIPE OR TYPE OF SPACER USED. 1[GNOG.AS INDKArEo Br PIANS AM SPECS..M ENGINEER APPROVED RIVAL NOT TO SCALE FOR PIPEWIM MECHANICAL GSM SPACERSJaNTs.FLANGES ORUBELL M AND CONCRETE THRUST BLOCK.AS = k a„ii SPIGOT TS.T ON EACH SIDE OF PLe�L O Ix WHIN ONE OEK•NATED BY WARP DIVISION INSPECTOR NOTE: iPdY GSM PIPE NGTEE JOINT NNEN 16 TO 10'Dor LONG ARO ONE ARE SEE 118 LANDER GENERAL MRS 6 ^ %$dQ, USED MAXIMUM SPACING FOR SPACERS l5 12 FEEL. u i ^I Yl✓.LOSWLCE_ URWER PANE SEAL ENDS OF CASING WING MANUFACTURED p� ��1VVVTr�IVVU BB&&&EE��1IIMMMMMMEEEFE (1 4 CASA EM SE•SUBJECT TO ENGVIEERS Ai B APPROVAL si 333 GS.SPACE SHOULD BE SPACED A MAXIMUM 1$1.SPACER 4p E /N ONE FOOT OM EACH SIDE OF JOINT 9043 INSULATOR SPACING DETAIL I fI I=IT ff:, NOT TO SCALE P'C Y _e./r �N L_ _ N SECURE WITH APPROPRIATE SIZE _INRG05 ��V� RODO05 AT BOM EMS OF GSM m U i. ON\PPER. V mp)CR (0') NOTE- h 2 CMA 1' STOP CASING SHALL BE SRM. N N S TEEN _„ROMP p C ( ) ec L' i,BRr /+' 1 PED. B.O.C. lP.c. TYPICAL CASINO DETAIL g U c 1 ,..TLE .E -41 13 _ _e_1\ NOT r0 SCALE SE' _ I I p �1geWW p A"BRASS TUBING O i- 2Yso U o �,rorr-A NOTE' 5s^ NV.YFS SHALL BE MINCED AT ME 5050 OF 0 BG^^'' N07E. wawa RE(P.C.)OF RE CURB MENEYER POSSIBLE E OS LARGE THAN Six caINEcrovs NHL REOVIRE APPROVAL FROM RC CITY OF CORNUS CHRISTI WATER DEPARTMENT FOR ANOTHERt RATE"TAP AND SERVICE TYPICAL VALVE INSTALLATION V A°a+ TNREE TO SIX WATER CONNECTIONS AT INTERSECTIONS NOT TO SCALE .O+TO SCALE RST RISER ASSEMBLY 1•...STREET ELBOW CONT.CTOR TFOR 2 E MSE. 1'BR.A55SEEEI ELBOW RSI ATISO EXISTING IAM 2 HOURS / CO NIPPPLE FOR SAMPLES J }OI•FOR w — NmPLE FOR snePLEs Q r RISER ASSEMBLY � Z VALVE A2 E ......./- 1•Bens CAP 2•VALVE :RISER ASSEMBLY Z'0.M Ay Z L SOON TO. WA. L �l L 2• 12'MM. / g� L0 O P M"IAN. / g U\�., •• a,.BRASS TEE 8 Y /NYRnP INFDR T'SERNCE TOOTS Si W Q— FUSTIC 2•cuV PIPEGAUGcors A EWV WILL BE SUPPE.BY ME ME RACTOR AND1 11'BRASS �1POINTS AS BY THE WATER RINTENDENT ' VIN PLASTIC O■ WI�'LOUPUM 1.12 NBRAss NLPvcE 0 AFTER BACTERIOLOGICAL SAMPLE PASSES TEST.CONTRACTOR SHALL REMOVE TEST RISER 2•BRASS ASSEMBLIES AND FIE NEW l R�E SUPERVISION OF THE WATER , SIREEI aBOW awSION INSPECTOR. SHALL FURNISH ALL 5 UBO"AND FOLK.. 2'MY'N'CWKR ova 15 REWIRED TO MAKE TE/ .IE et TIME COIF TIE-.RILL OURS NEI COORDINATE LL� CAP WING WATER Dm5I0N INSPECTOR W BATF W TME Of 0E-SIN(N HOURS MIBN.ATI) M.J.HATE WING GASxCT. AND HARDWARE ! CONTRACTOR SHALL FURNISH AM INSTALL TAPPING 5(EEY£OR SADEE AM TAPPING GTE NOTE' NOTE: BWASS 9O-ELBOW wlK AM VALVE BOX CONOVETE.CITY TO.w KE IAP()2 HOURS NOTIFICATION) AN.BAC CONTRACTOR WILL REMOVE RISER AND INSTALL 2. ASS E"SER 2.xr.Y RST,CONTRACTOR WILL REMOVE RISER AND INSTALL 2•BRASS OVLPA ON T i1' DETAIL A" AssEMBL✓AND INSTALL 2.BRASS GP DETAIL BM BRAS 2E EGOS SWIPE PASS DETAIL "C" mialgisaszenumnai a SHEET 55 of 75 TESTR/SER ASSEMBLY CONNECT/ON TESTRISER ASSEAIBLY TEST RISER ASSEMBLY RECORD DRAWING NO. NOT TO SCALE NOT TO SCALE _ NOT TO SCALE ®IM... .:..w�wW.�A g FURnvSIED AND IN..BY CONIRACTOF FURNISHED AND INSTALLED BY CONTRACTOR 6.MwwRaw g .........,...,.,.,.I..I. _... 5. CITY PROJECT cossutrANYs SHEET NO. z' HOTEL 6x,A SIDEWALK "' ° BY CONTRACTORFLR b,1 1•at�,h�, CURB AND GUTTER MNPRE-., .,OTAP LO IN ON. M �CC ' I u I r /B r 1/.7nP) IffJ1N19860d NPS jMETER BOX(BY CITY) CURB AND GUTTER INSTALL'w'W CWC.GURB ROPE `g(.((�/Dit'386 j<t•i I.: _ PFOPEaT UNE \"I .'<;\'�•.� . .J \ \\� "`�CSi�=u X232023 I I \`%' m NOTrEp,caL •--BANGLE NETER IM LVE DR I ; tons �' /L� PI/IPS A 'k C" LMB tr �.P -�.aCW�� WF PIECE SORB POLYETHYLENE TUBING OR BRANCH VALVE ASSEMBLY I w ) LAY-OONN CURB TWE K COPPER,VI"OR 1'AS REWIRED (ENCLOSE MTH POLYETHYLENE) PROPERTY UNE METER BOX /I C (CONTINUOUS FROM MAIN ro METER) BY CITY 1S R.uSED LmER'w- S CORPORATION SJ(IP BSE METER VALVE OR \ O W �•, CH VAGUE ASSEMBLY O-15'FROM HORIZONTAL (ENCLOSE WIN POLYETHYLENE) \� ,_� I M] \� SER ME SOGLE-BRASS/BRONZE 13' BRASS'{1'"OETA/L MARKER LOCATION s ^ yy.7 1 r(USEWON'PVCPIPE) ISI ONE PIECE SORB POLYETHYLENE IMMO OR i ^ 2 D WATER MAIN `� V TYPE K COPPER,J/6'•OR I•'AS REWIRED 66 0 `; (CONTINUOUS FROM C-STOP ro MEIER VALVE) NOT TO scALE \O LaFPoaATIaN STOP PRE-SET SER!//CEL/NEMAR/IfERDETAILS € SERI�/CEN7TNS/DEIYAL/Y SERVICE ra & w IL WATER MAW TTP/CAL CUL-DE-SAC SERIRCE ^' —_ _— NOT TO SCALE CURB AND GN • SERV/CEL/NEMATER/ALS �/ -. / o`/.�/�; �. �_ �...�,/o-•'/v'/'c iu9S PoLrmErEM iz U 1 It • I METER BOx(BY CITY) 2••CWp COPPER SERVICE CI AMPS tn N I DMP.nmxG x MP) pop J/4"T- 11/1"LP.THREAD TAPS FOR 6"MAINS; 2"LP.THREAD CLAMP TAP CMNECNW Cc U) I•: - PROPERTY LINE MR Sr BLOCK SR.BE INSTALL. ALLOWED FOP 0"AND LARGER AWNS A MECHANICAL BY WATER DIVISION S V C SPECro, MECHANIFoxe �� CORPORATION STOPS "G RESTRAINT ONCE"AC.."OR J/47 r".I I/ AND 2"REWIRED PM IP THREAD INLET BY COPPER COMPRESS./OWLET y ONE PIECE SD.POLYETHYLENE TUBING OR ANGLE METER WIEVF OR APPROVED EQML SHALL BE USED. WITH CLAMP-COPPORADON STOP REWIRED AT KL SERVICE TAPS. y TYPE K COPPER,J/A••OR T"AS REWIRED BRANCH VALVE ASSEMBLY //�/M.;�E•,)_ c (Cwrwous mow MNN To METER) (ENCLOSE WIN POLYETHYLENE) i 2"a Ars TEE ONE PIECE 0E9 POLYETHYLENE TUBING OR TYPE K COPPER VAi1.3 Q � 2'SORI POOR/SANE - REQUIRED FOR ALL SERVICE LINES BETWEEN AWN TO INT.-SIZES REOAPED 3/A••.A':I,/2•: g s rr X COPPER AOR TYPE K 40.A 2 x T2 BRASS TIPPLE AND 2-(NO sPLrrs ALLOWED) a Q W CORPORATION STOP i�, teANCAE METER STOPU O P-u'FROM HORIZaM �f \ ANGI EDM ALL.METERS-SIZES J/("!1"-MSI J/1"LN4£SS(bIRECTD OTITRNTSE- Lt. O1r CO^PER COYPRESSroN W/GAIN NCEr BY NE2R[Q/rtuF NUI WRFC O 6l `� SERVICESADDLC-BRASS/BRONZE 2"BRASS 90METER(BY DTHER4J E l (VSEWPIPE) STREET ELL METER ADAPTER AND CHECK VALVE(BV OTHERS) C REWIRED AT ALL METERS-SIZES J/A"K 1•'-INSTALL J/."UNLESS DIRECTED MEM.- WAI£R TWIN 6••PVC RIMER AWN 6•'MIS AND RING(OTITIC AFTER NUT INLET BY 3/4"MALE N.P.WHIT C..1 y AND I FOR 2"NIP) L] SERY/CEN7THOUTS/DENYALR Nam ADAPTER COUPLING(BY OTHERS) NO MORE RM/I J LOTS SHLALL K SERVED PER LER REWIRED AT ALL METERS-3/•••tr r -MINE I.P.BY PK.CLWAPRESSION. NOT TO SCALE METER BOK rz•' ,2' 77•P/CAL CONNECTION DETAIL CAST IRI W/HOT TAR DP SIWL BE wow.BY RT CWRWc'rGR FDR/.•METR sr....IF REDS w BE S DOES NOT HAVE ONE BOXES FOR TAKER(I•R UP)METER SEI..9WL NOT TO SCALEE THE CIT. CURB AND GUTIEIt-, /// BRASS FITTINGS n7 LII muss nnAADS 51MLL COMPLY PM AIWA CB00-66 AND BE WRAPPED IN POLYETHYLENE. • ��0•E' ANGE COUER VALNU(COM RTRND T CWCRECE nu. w CO Or CC �,'.. METER —amu I uETf�COUPLING NUI) RAOUS NP z _ (BY LITTI) • — N z F� 't PROPERTY UNE-4 �''I�BRANLLI ICILE AIM,.SENBLY I I 6'GLV OR STEEL PPE LOLL O Q 0 (ENCLOSE MYTH POLYENttENE) a TO EC PRKTED LS KIR AE • -o RED-REFLECTIVESP.MNT \ WE PIECE SEMI POLYETHYLENE TUBING DR B Y/ W TYPE K COPPER,J/I"OR i'AS REWIRED PAVEMENT UJ Q KZ VLI CORPORATION STOP '11 (CONTINUOUS FROM MIN TO MERE) I.SDRB POTONTLENE WNN Q W // P-45'FROM HORIZONTAL SOP OPE K .,.. - ILL j W O 3 i *000MO0555NATE U� Uu) �-\�_-_ �(SERVILUSE W vVC WVE ABB/BRONZE IDBKpA O 1 i �I O AVU I.sow POLYETTHENE SERIRCE{Y/TN SIDEWALK TIED TO CURB COPPER K NOT TO SCALE �. AbG NOTES: I. T THERE IS LESS THAN Z'FROM BACK J. M£WATER OMSAON WILL APPROVE ANYSERMCE IEE NOTE • OF SIDEWALK TO PROPERTY UNE,ME PLACEMENT OFA SERVICE LINE IN A COMP HOWL x CWP RTNNG 0 I.P.T. DO mor PEACE BOLLARD IN METER BOY SHALL BE PLACED I'BEHIND SITUATION. (2'D (2") (5/4"OR I. FRONT OF HOSE OUTLETS WILL LINE AND UTILITY EASEMENT AS REQUIRED) LN LL.REWIRED. a SHEET 55 of 75 2. v HERE Is MORE THAN z•FROM BACK BOLLARD OF SIDE ALK Io;ROPERry LINE THE TYPICAL CONNECT/ONDETA/L Nor TO SCALE • 't� RECORD ORAM/SC ND. WEER IIDEW WX SHWL BE PLACED BEHIND �IVAMUW" g NOT t0 SCALE tl~NW....,�WAr.r '••••••••'••••R°° g CITY PROJECT I CONSULTANT'S SHEET NO. „. ONLINE OF CUTTER 6- INLET SME '. F0.0106OF CUTTER NOM[MTH PAW1S 6' CFM.13 (112.TYPICAL) T A (10'TYPICAL) I 1 .....„...../..-..-'--:•11 14 4 1.2.DOKE le BARS-SEE SCHEDULE EA OPEN. EMRS•Fr 0.C. L.I.VL BOSNORTH' BARS ''C" 1 •C BARS "D" Ril IN gBACK OF ',ri , zt:va- inir......9 ,,,- 010 L023 Ccee7..* GUM t. fAGE OF i rC). rd, i ..•THROAT OPENINGS SHALL HAVE A S.2 13.CONCRETE . r1,41L. IR nf1.4,...-. CURB SUPPORT RACED AT MID-THROAT 1 El .I 4ci-Lfasior.41, •NOMINAL LENGTH OF INLET SHALL BE DESIGNATED AS THE CLEAR WIDTH OPENING. 1 c L.A....II -Top I____ mil lim loi ie STANDARD amp'fair SrEEL SCHEDuLE I.S=o7scnil 1 .....m ALL ERRS No.4 PREFORMED /5 BARS(NADONAL) 0 ° 3/4-WITWOOD L .E.BARS-P RM. El Imo,SIZE NO.RE0../LENGNI M EXPANSION CONC.APRON •41111441 MONT OF Gun'.OR (Nom Length)II"BARS 71"ems .o.BARS "B"BARS .E.EMS = rth Jaw 0,1 A CONSIRLICTION ANNE g -6. E..I. 4 2/0 Am.-7 o. 2/3.-6. 4/3-2" 2.14,-$. cr-4-...) 5' 2/0 4/5.-2" 2/W-6. 4/3'-2" 2/0'-6- 14 BM(2 REVD) g A 3.-B.SOUGHT & PLAN OP 5'STANDARD INLET PLAN OF POST/MET .. NOT TO e° 4/0 4/4.-0" 2/9.-6" 6/3-2..2/8N-6. SCALE NOT TO SCALE SPECIAL Norf.. .. To. 6/0 4/4.-0. VT,R. 7/.1.-2. 2/I0C-4, 1' 1. CONTRACTOR TO PROVIDE 14 r Tr DOWELS 0 Tr 00. BENDING STRAIGHT STRAIGHT SEE off SEE OCT STRAIGHT CITY STANDARD STORM WATER WHERE PROP.SIDEWALK ABUTS INLET.(NO SEPARATE PAYMENT) INLET MANHOLE RING•COVER AM.061.0-48 INGRES 2. FOR CURB INLET riRoar EXTENSION DETAILS REFER TO pro. 0-MCA TOP WATER STANDARD Dn.SHEET 3 OF 3. /4 BARS E i§ (9(1 BEND 24.2 - 4-) S.INN.CONC.APRON 2/03 BARS •- I.LETTERING 2 WIN.0.0.E.0.0 1.110 DEPTH . RECESSED RUSH ar..irMilME1=1„4, . OFFSET MOM EMSELINE Il11.1101.1 ,11-BliBT.:411 0°-"7".* .1(..11.,1 - ,.0,,1., 12. ,,,0: , ' ItIN BASS MN(MP.) on4W-- kr} IS BARS CONT. 8 ai 1----- .9- 1) 411 A-.0_r'' , 0 la.:.Ai NO.4 RUM•It C/C EN.. ALL WALLS AND BOTTOM U.) EZ (Y)) am sun..SIOSAALK RING ARO COVER 6 Voy \_ t. Irt-118 CONTOUR BOTTOM OF INLET TO OUTLET PIPE W/GROUT , IR vr 4 ' g cy, s,of.f AS REDD .C•&ARS C.) c ',/,;:t. I/2- *v./ .E: h- rriwar suwarn ON - Aa ep,4" =.0,... % V) ij 1 i Tom,or 1 / /-ON e•ARO 1,INLETS 01 .c.. 1110.,..w.,...,..,.,,A,44, „„„,44,4„4,4,,„„„4„; i4-R1N , -.0 0/8" CONSTRUCDON JOINT ilEra.:"' StilAIR.- 6. FINISH PAMNC GRAGE ligE"STO (OPNONAL) 0 0 OF PPE f A.M1h1 i;<j L.1 ,I.,: /ACE 7,7,,,,AT j C 114 reit, '"EfOlForINEIR'' I ,1. "6"6405 CONC CURB 8 GLITIr z PLAN VIEW „ -- lir ,. GRATE BLOCK SECT0 ION 11-11 NOT TO SCHE 4. Z o E ),.. -c -----C.) i I CONTOU R BOTTOM OUTLET PRE MAY NA 25 718. or ara-ET.TORARO DE RVAGED TN OUPME 1111111111ANY DIRECTION r / Q I. . 2S. 24 7/2-01.4 • 5/13- 2, Ai N.NO.047-05 T DR APPROVED EQUAL TL1 00 i 0 1. r= PICKSLOT DETAIL 3/4' c - t___ ---7 CONSTRUG, T(OP ____... AL) r.__24 1/4-DIA 22 3/C NA_r 3/4- .7 JOINTION1.- UJ Ill n- _ 7 . 23 13/16-DIA . 6-CONC.COLLAR SECT/ON A-A (4)STAMM LUGS Ct Z Ce CV, NOT TO SCALE GRATE SECTION RING SECTION 0 0 w u_ PLAN OP STANOARO ORATE/MET A 0 cn i-0 SID,C 8 G.. 0/LET LENGTH STD.C 8 G, NOT TO SCALE i NC 5 'C,- 4'OR Cr IRANSITION 1 .wms - TRANSITION LU 0 mASHED Pvvr. oo-s/4,0 1 6'LC.AL307 ANCHOR BOLTS UJ (0500 9 1/2"BELOW CITYSTANDARD/NLET AND S/011/ALK VC w/T•La 90 TURN Al LORE'R END ct co 2 w f RAN 4.OR O. F.C.AT INLET .,•.E.pr I2-LI, TOP HE BELOW rc.AT TO' ea, ONE END SLEEVED OR MANHOLER/NO&COVER CAST/NC DETAILS ---... -.-.. - -- TRW INLET IV GROLSE0 NOT TO SCALE ,,,. 10.,„0 . ..r .. 0 0c,3 , ............, , _ _ Cr WIDE CONCo,...,..r U) 0) R or GUITER COLiAR AROOND - - : INLET AND SIDFWALK MANHOI F RING&COVER NOTES p- o 3/4.REDN000 I. MANHOLE RING•COVER SHALL BF EAST JORDAN MANHOLE ASSEMBLY FOR LOAD RATING NON-TRAFFIC. S.MIN.L THICKNESS C.) El (4 SIDES) EY EXIMNSION Jam- 0 ELL,OFFERENCE BETWEEN ra.OF CURB 2 THESE DETAILS SHOW GREY-RON CASTINGS,FILLETED AT ANGLES WITH SHARP ARO PERFECT ARISES, conanntwox o •LIP OF CUTTER REmaNs CONSTANT- 3. CASTING SHALL BE TRUE TO PATTERN.FORK AND DIMENSIONS.FREE FROM CRACKS,01000 55 AND '""e'r'''''') r i IlkIl 0 PRvNCMAL REINFORCEMENT EXTENDED BLOWHOLES. 7,:-.57. -7,,Ir.:c. 7:, ,7 TICOT,s'f'= 4. MACHINE SURFACES TO 5D.. RTR.AFFAICNDSHCAOLVL ERBE SIR-MELL YIBIECETDEDDInPFrPREOWO HIICN H CLFLLORTNAO3T6 AHATTAPSUCGEMTERNTFFOICF ROINAGD. rN2O'C4/C E.AArLL r 111MK---. .rs cuawscw rouus IVALLS•BOTTOM DRIENSTON BOTH MS 7. 0.ER CASTING PATTERNS FOR RING•COVERS MAY BE Sueuano FOR APPROVAL PROVIDED THE P. FLOITL/NE TRANS/770N AT INLET FOR PAITM OF COVER IS THE SAME AS SHOWN ON.IS SHEET MID PRONOED 07 HER USTINGS SHALL BE 5 COMPLETELY INTERCHANGEABLE.I.E..THE COVERS OF.15 SHEET SHALL FIT PROPER,.THE RINGS Of SUMELUffSHEET 67 of 75 igatainSnai 4'"OR S"STA CORO.4NA7 COTTER OTHER CASTING DETAAS AND THE COVERS OF OTHER CASTINGS SHN1 FIT TOP RINGS OF THIS SHEET. SEC770N C-C .,_,-- RECORD DRAWING NO. . MINIMUM WEIGHTS OF FINISHED cArmcs:THE COVER.DO POUNDS,T.RING.135 POUNDS. NOT TO SCALE NOT TO SCALE D2e4.1010.1...<61111.10111 g epoic....... 6 .................-.....----.- ................,,...., I MY PROJECT I CONSULTANT'SSHEETNO LIR.C.%PE OR R.L.BW id SERC.PIPE OR R.C.BOK RlfvCt 'l.. FM SIZE M0 E PUN Fp+4ZE MO LOCATION(TYP) E R.C.PIP` C.•••....A"r{II LOGTIDN(IYP ADDITIONAL ]BMS SEE PUN OR SIZE O OPENING 65 BARS %�� NW LOCATION(TVP) • ... ...♦M 117 VP/.SAKE I IA"O•.1 hj PAVEMENTr•• 6"YIN{�I e•MIN. —6-.2414 ."O• ,'..Z/CBNBr'(F�'• Ill/ -Tl'1Tl- 1L�I}L� 1-2166413'L-F.''''. •. I L(�iaf;F;'Srzvmza 0.���.....�..�. .�.���..���...4 2'OPENING I r DLE RNCMEI .- ' F.,.;�( ::: �� e� • II MI 1 Ari LL, lEg. J L Q lU lii \ �/ '' \ / a Eet` $ el . OCwG.Ew. • • e°OPT E°NING'(„, (20P STAB) L — mom I/3 mK5I OR >r i i I PVC WATERS-TOP OF E( .. - ) 1I !1Ir 6• e• 1Ie• 0.0.PIPE 0,z"MIN. 0.0.PIPE 0 12•MIN. 0.0 POE 0 12.AIN. PRE-CAST CONC.MANHOLE NOTES. le 5,a•(WK) ...-o.( ) .c. e._1.�u1°nr) m H530 LOADING { °•-2• CONCRETE DAY COMPRESSNE STRENGTH-5001 PSI NOTE' NOTE' NOTE: W REINFORCEMENT STEEL-30.000 PSI FpRww�wES.G.%PE pZESo OOECTION,PND FOR R.C. IwwE SIZES•DIRECTION WO FOR w PI FSIZES.DIRECTION.AN I' 1 MMHO SPLICE LENGTHS:/1-22•/5-26•/6-33 SL R S EEPROFRARES STORM HAAT E A TO STREET MD ROWS'NWA, S •L°tj STOWS WATER PUN AND STORM WATER PLAN AND MOLES EORII WATER PLAN AND PROFILES KEYWAv LL wALL/RER REINFORCED PER ASIS C-470 (n m PLAN PLAN PLAN U c �(fEYJY.OYDETA/L TYPE 14'MANf/OLE TYPE'D'MANNOLE TYPE C'AILONNOLE TYPE�'NANNOLE a • NET TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE V) t �� PLR _ / �■Z Ct Ct k, Orr STARRING GOvER ltf../ k POLYETHYLENE ADJUSTMENT CITYAISTANDARD ROADWAY \iC1 RINGS(PYP) MANHOLE%n ewcovER uMNOE RING a arJER U •L W CUSTW L /5 BVtS O 6• 3600 4 CONCRETE ' • • uISSIBIE CONSIRUCTIOn JOAN O LOGO (2)2/e• ��® STANDARD ROADWAY VERTICW SPACING M. 0100000 PAVELIEur _ '�VITri Fl00000 PAVEMENT 11 wuNHOE CAN NL!41111, I /6 O I O.C.E.W. w.i��P leY1T1Y�--li r O FINISHED vAVEMEur TOP<BOL10Y N '� liki E.°Ix.TOP k BOTTOu �� �� E _(Y NRA 1) I / =� � Ili 1 /a a 12.O.C.HONE.BMS >•- _ y'^�-TTIIT.. COVER BACK •, S�� - I �EAV^� n ALRT.a,r 0.c. i ~ o C �� /s•9•O.C.VERT.BARS U Ii'. - 'ti" , Sro' rr ` /5 YERf.a 10.O.C. lir p,)OPEN 04A �r _ /iriiiir// `■■■I _ M■ ` so.opIICNnOE HANOUNC HOLE L ro / DSOR ■I /1 H IZ.eO,2W O a / ■/ /IH iZ.a I3• I �I TOP Y19OTTOMEW. 1/{•LETTERING I I/e• b R.q.a °• ■c■ c. na oR ° ■■rl CONTOUR BOTTOM �,�J1RECESED FLUSH ■ M. MI PI O `M� I 3/1• ■1 SIZE VARIES Ill PIPE /GRAN ■R R.C.06E vMIES 0,i PIPE w/GROUT - PLAN VIEW PICKSLOT DETAIL ■ �Ey.�� W �q I /5 VERT.a 10"O.C. A,2s 1 SEE KEYWAY DETAIL �18/ ges.�. 'e,/Ei!/ EE KEYWAY DETAIL _ fr , ��! _&"':elms ///� MA / wow.a,3• �i_rr+ Is mM.ei\rw Ie m R.E.BPK OR / O.C. ryI-33 3/1•W—AA H�-25,/2'ON t .C. PE MCOxAHHOLEro Du�i OF MFS Ce MZ1/4.GLIA Z/B•0A 1 w ���(III ®1A9�' 8 n lH'T�'8��i8A 9,A�� (4ZE VARIES) /f3• + l"----1—':=1/-2:1'7—: —z1•°M--I�z• /o•o0N'E(L�we D Is oowELs e /," PSEE wLYwAr oErAIL Z Q t/1'0A B•OEIMGENi-STMLIIIED SM 0.O.C. INT+ K �` 0.0.PIPE V 12•MN. E LWPMTEO i0 9SN 00.%PE a 13•NN, o 11 OIAIIOSAV.F.,® �� 1 STD.PROCTOR GENSITr(Asr4 lll� Y Z a N UJ LU U- r-O•(MIN.) \ 068°) COFPRECAST °TEs .-o•(wN.) �F�iFs_�i� EA WAY ],/{• !ro• ,I/°• 3. u1.f z3,/z•DM s'-e• EE NOTE 12) a-3•(WK) /s a 1a•O.c. m s O 0 : w 4,K) G WAY �MdrrntemrdaRSRhN c 5/B• 6 Sro'DM 33.OM / e 0.O.C. /w5 DOWE 5 W W •o.O tp'P) N.\ s Y o COVER SECTION FRAME SECTION NO E: NorE: 0' 0.0.PTE.12 NN. e Y W _ --- SHOWNNLFPOR'PIPES NOT SHORNRf°N FOR CLARITY 4.-0•(MIN.) ' co Ce F— W-2•(MAK) /5•10.0.0.EA WAY U? CO CITY STANDARD ROADWAYAHANNOLE SECTION SECTION 6•CEMENT-srMUZIED SAND SECTION BEDDING COMPACTED TO 95W gpai Cl) 0 J RINE S COVER CASTING DETAIL TYPE'B'MANHOLE TYPE'C'AIANNOLE D691)FOR O DENSITY(ASM TYPE'D'dA4NNOLE LATER,.PES 30T8 0695)FOR PRECAST MANHOLES F CURDY Co F NOT TO SCALE NOT TO SCALE NOT TO SCALE (SEE NOTE 12) NOT TO SCALE 0 I 1 W 0 REANWAY • H. •IN R NET CENTRAL NOTES FOR CONCRETE DRAINAGE STRILETURFYS I. MANHOLE RING•COVER SHALL BE UST JORGN V 1166 T OTHER CASTING PATTERNS FOR RING A COVERS MAY BE 1, ALL COACRETE SHALL BE CUSS"C"(3600 PSI)EXCEPT CRY STANDARD 0. THE CONTRACTOR WY PROPOSE OTERHATS PROCEDURES FOR THE .NO SPLICING OF REINFORCING STEEL SHALL BE PERMITTED EXCEPT ASSEMBLY MD FOR SCHOOL IONEwASH E EAST JORDAN SUBMITTED FOR AMRWAL PROMO)THE PATTERN DF CURB mars AND CONCRETE COLLARS MAY BE CUSS W. CONSTRUCTION OF INLETS AND MANHOLES.INCLUDING PRECAST UNITS 11 ANNEXE`THERNSE NOTED ON THE PIENS OR PER4IRED IN WRIT%G BY S CANER IS THE SME AS SH°wN Ow THIS SHEET AND PROVIDED 2. ALL REINFORCING STEL HALL BE GRADE 60 E FOR SUCH PROPOSED ETERHATES SHALL BE SUBMITTED TO THE THE 2, THESE DETAILS SHL.GREY-soN GSTxCS,FILLETED Ar ANGLES OTHER CA sT SHALL BE CEMPLETELY IN pRCHA..,,T I.E.. 3.DIMENSIONS RELATING TO REINFORCING STEEL ARE 10 CENTERS OF BMS. OL WITHIN ENGINEER FoR LTHEWROAO AY SHAP AT BEAL E0EsIGUEDN To supAoRTHSs PRECAST0 VON SHARP AND PERFECT ARISES. OVERS OF HIS SHEET HAL FT PRO ERLY•1 GS N TRAFFIC MO SEALED A UCExDO ENGINEER. 1Z.W DEEP EXCAVATIONS(>30')OR BELOW WATER TABLE,USE CRUSHED OF OTHER CASTING DETNLS AND THE IGOVERS OF OTHER {. VERTICAL STEEL uAr BE SYPUCED(I]"MIN UP)IN ME LONER STONE OR CRUSHED GRAVEL MEETING GRAAATOI OF CONCRETE COARSE 3. CASTING SHALL BE TRUE TO PATTERN,FOM, puENSILINS. GE T RAGS OF TH ONE-HALF O ALL INLET ALS. ALL INLET WALLS SHALL BE FORME°MEAT THERE THE NATURE OF FREE FROM CRACKS.SPONGINESS AND BLHR STINGS SHALL FI IS SHEET. THE SURROUNDING MATERIAL IS SUCH T CM BE TANNED TO.A AGGREGATE: FOOT ITEM 2t;CANOE z.J.OR{. B. MINIMUM WEIGHTS OFFINISHEDCASTINGS THE COVER.180 s. W AREAS OF CONFLICT BErvrtEX REINFORCING STEEL PIPES AND 9 SYDOTN VERTICAL FACE.WHEN LET WALLS ARE N RACED 0 NM A. MACHINE SURFACES TO vino RT WHICH WILL NOT RATTLE NIH POUNDS,ME G•HBO POUnOi MANHOLE RALE. E REINFORCEMENT SHALL BE BENT OR AWUSTEO LO EXCAVATION LINES THE WMA THICKNESS SHALL EXCEED I ES. 3 SHEET 58 of 75 PASSING TRAFFIC LOW. CLEAR AS DIRECTED BY THE ENGINEER. AvuENr FOR INLET AT ME CONTRACT MICE SHALL INCLUDE THE CH O. POLYETHYLENE MANHOLE AD,ASWENT RINGS SHALL E DESIGNED `�f RECORD DRAMINC N0. 5. TRAFFIC SHALL BE RESTRICTED FROM M.H.FOR 36 HOURS TO SUPPORT HS 20 1RMEIC LOADING. 6. P00005 Ill STSEO.O EOCES 3/{". iCERT OF CURB. MER PLACEMENT OF RING. PRMIDE CITY STMDMO SIDEWALK MANHOLE RING AND COVER FOR CITY 10.INVERT or INLET SHALL BE SLOPED,:20 WITH CRWT. •YEAYe4RLMON g e RING AND OWER SHALL E DIPPED W COAL TAR OR ASPHALT. Z SWTN GPO CURB INLET.PROVIDE CRY STANDARD ROADWAY STORM WATER OLE RIND AND CODER row SPECIAL CURB INLET. el♦N F g •••••••••••••1.111.0..0.. ` 2 CUT PROJECT CONSULTANT'S SHEET N0. a_e W TAR-AWE VIATWATER-SWELLING SEALANT OR T2 a ER-srcwNc P l�y�h TRANSITION TRANSITION �n,•0 •r�I FLOWLINE 5'-0'STANDARD 5'THROAT ExTExSOt BOWLINE 0. REFACE EXISTING I RING AND 2-/A CONI.(a REO'U) • • '•.•••� OAap MANHOLE COVER As PER C rc Or , • qMOW O GUTTED MD COVER CORPUS CHRISTI STANDAR. "' X{ OF cuirE e '%IGO ' PROP.PAVEMENT I<EILVL BOSNdRT 7j ri (10'rcPICK) (+O /5 BMs _�,_, SLOPE M GRMIE /I►�I/ uau BARS L (I�n I�1%'` 6y __ V..(3(xp(FNf "' : o i /a REBM RE COVE MOI A TIC) i)® ..______ PSI COI xCRETE JCCO OREM OW OPENING REQUIRED 0 CONNECT ` it'w.P::f,'RS232073 (T REO-D) •) a AND THROAT(SIZE G OP.R.C.PIPE L'l I INLET VARIES) M� :,'IT/ • ® b•CSC (T O.C.E.) L- J ® /a CONT a 9•D.C. PROP.R.C.PIPE TA.'_ p: 9 (SIZE vMlE2CC (TOP STAB) '!\ SEE PUNS) /E%STING R.C. N. L_ O— PLAN IIS .. /a DOWELS•12'O.C. Box CULVERT 11111M7 �� NI_ 1 ou 6•INro EXIST.cONc. JSIM` BLOCK OUT WALL Of 616'C so CITY STD.ROADWAY STORM ^ EMBED IN EPDXY. / Yn� STANDARD CURB INLET THROAT s WALED D.ROAD RING i VARIES 0 0 ACCOMODATE INLET UPPORL 10• J'-0' AO• AND COVER EXISTING CONC.SHALL II'. (NEC PUNS) GTE.. BE ROOXY UGHENED ANO E%Isl Opp pp OtWT -LL ]/a'EXPANSION SQUARE FINISHED PAVEMENT APPLIED SHALLBEk (SEE 01E) R.C.P. £_ I� ED PRIOR r0 �(ST VAR ) S N ., JONT(iYP) 2A-I POURING G NEW Z ggj /5•9 O.C.(TP.) �, N' )k 0a BMS(IMP. £ ^ gYC L-.D B• �1� �I�`II cone(TVP.) ::DE '.�� AROU o) ` 3 W� 1Y ` PENSS ucTgN A CVARIEs J' CO R EXISTING CONCRETE 11 NOTE: GRILL•FPDXV GOUT (SEE VRS) s � CORB/NLETTHROATEXTENS/ONPLAN "-F c, JOINT CURB INCE EXIST.INERT SURFACE TO BE /5•TO c.•+O O.c. 9)72 NOT TO SCALE d ! H4 O 12"0.C. CIGNEO•COATED WW/GoxY (EMBED A' TO CONCRETE d 6' J'-U- 0' BONDING WENT ANO ESHAPED %WALL)N ORI /x NEW GROUT r0 MATCH �_ EXISTING RONI. . pp SELECT EXCAVATED MATERIAL I I p•e B.O.c. REMOI/EANOREPLACETOP PROP.PIPE TOEX/ST/NG R°i- REfER LO CITY G GCKFILL COMPACTED DTO + VERT.BMS f B. a e o.c. CUURB INLET FOR STD. M D EN5I1Y ! x OF EX/ST/NG CURB/METDETA/L R.C.BOX CONNECTION DETAIL he •O Y ("STS°°°) _ - NOT TO SCALE NOT TO SCALE 6•X6'CONS. r I .2'MMPERMISSIBLE /a•6'0.0 TINMT SUPPORTCONST.Ji. F NISRL ROUCxEx,CLFAN CAST-IN-PAGE rjir a•6'O.C. Gym MD LY0.50. TGIF.yg BONDIPOlE%PANOAaE WA1ERSroP SEALPROP. CAST P.C. �DRILL MT M 00% LYERi _ _ EPDXY G /5 -r`DOWEL• 6•LONG %//.�� � PLcarr. •o.cX..- '- M0 a.coR1111111111r1 INLO raPBOX) //L •xlsl""O�R //// - a1E1 W W /a06'O.C. CENPE Si SIBLE 6• -D 6• 6-1,r16.6. (SIZE VM£5 SEE PLANS) ..M. --- T-�_�al.f Cl(�O JT. �■ '� SECTION ��• - - TOTF• i�w BARS `` PE COLLAR SHK WHERE A TIGHT 2'UI' 0 C ♦ / OT BE PGCED.SUCH ASA BREAK 20• O E SECT/ONAA /IIANNOLER/SERDETA/L IN o EWE.=PE DBIN ALIGN.NT, s.Rp�rpHEsD PIPE 5- r NOT TO SCALE NOT TO SCALE )- I] UNPAYEOARFAB L PAYEOARFA$ NPAVEOAi4EA8 PAYEO.U'EEA9 EX/ST/NG R.C.P/PEPL UG CONCRETE COLLAR DETAIL U p NOT TO SCA, ASPHALT DR CONCRETE PAVEMENT AP�r ORCONCRETE PAVEMENT GENERAL NOTES FOR BACKFILL EDP50 0 BE PROVIDED W4 TOPSOIL TO BE THAN CANT OR BETTER THAN OML OR BETTERI TABI E 1 TAR'F 2 Sr.(4'MN.DEPTH) RIOTING AND INITIAL BAWD FINAL BACKFII I 11111111111.1111 MIIIIIIIIIM (BE'OW PIPE TO 12'ABOVE PIPFE) (GREATER THAN 12'ABOVE PIPE) 'w•�I•••• 1 `AG••••• (;r %�%' UNPAVED AREAS PAVED AREAS ♦�••.: �/� �BACKEILL SHALL BE CEMENT ♦ // ...KELL SHALL BE CEMENT C,••••••••••. .E FOE.SMD MD 5 HEEL ����� STABLIIZEDFOLLOWING SHALL I FOR IfABOVE PIPEM OLLOW TIG BARO REMELTS ��� ������ •1ALL Mb.AND RAW 8WRr1LL SINCE CONSvs OF CRNVUVR LxARR.ILTO FOR r1-ABOVE PIPE TO J'BELOW N ,y �•••�••••���( 5 TME F ♦����♦ MEETCowsan.a EnUER NATURAL.SA.OR SANDY GRAVEL OR MATERIAL A BOTTOM OF TOPSOIL A BOUM G ROW BASE:BWXFAL SWILL cc L•L- j ►.❖.❖.� SEE TABLE 3 TEM 0 j ►❖.❖.•.• • REOU REMELTS M B PRODUCED B✓CRUSHING OF MID.STOVE OR GRAVEL SERER OWES. APPROVED SNALL BE TO MIS MRS XG iKW C9 W W LI- 5 4e I.• ( 1' COMPACTED TO 95.STDPROCTOR 5 ♦••(•• SEE 0 LE 2 ITEM SELECT WIFRA BE 0089tt(ASTM D69B) ����•♦ • COMPACTED M 950 STD. 1. EXCAVATIONS F20FI.DEEP AND ABOVE WAFER •USE F �( XGVADO3 G! WTI RC FOLLOWING: Z O AND SNME .4.•.❖.•.".- �����♦♦���� y PROCTOR DENSITY(AS1Y Dfi9B) 'arrow MEETING THF FOLLOWING CRITERIA. TRA,ALL TO QI Z Q M J C♦••••O•O1 J ,•�•���•�� OR ANY OE ROCAS,DEBRIS. <J! { ►••/•••1 �SgLECT BACKFILL MATERIAL 1 f•A•••. --SELECT BACKELL WTERML 805050 800I00EMENTS OF ASM 02488 FOR: A CLUMPS GREATER M 810 ♦.♦••• ( FROM E%GVAPOR COMPW4ED ►.♦•••.1 FROM EXCAVATICOMPACTED THAN 2'W OTO 80; CLUMPS>2'Dl '1 c LU .04 ❖i VTO 95.STD.PROCTOR DENSITY f•Ir••••••••( I..•-- 10 95%STD.PROCTOR DENSITY SW LOOSE LIFTS IO BE PLACED M.N. 0 TO 0698 5 v LT) LU ♦••••• •.. ASTM 0698) C♦�_Oiiiiir�.;;.c 1. SP-SMPROCTOR g 5 w G I�I�•�•�•�•����•••••�•••�5 SEE TABLE 2-ITEM A ��.!di At ;�'affl: ^ SE ABLE6I-ITEM A SW-SM GW-DI IR A STD N `=�\i • xT • COMPACT WED.TO 95. LOOSE EFTS OF IO'MAX OR IF SELECT _ LL � A.IN ADDITION R 510.PROCTOR(0698). MAIMI.FROM EXCAVATION DOES NOT M w Q O FREOMCT BWKOLL MALERML C /••�♦ N SELECT BACKFILL MATERIAL FROM \ "II"'' . PASSING 1/2'SEAL-100 MEET REQUIREMENTS,TIWN USE CEMENT W I- EXCAVATION COMPACTED TO FROM ' , S9NC F SIEVE-JOR MINIMUM MOISTURE ro BE ADV.. SIAB'Uao SMO SEE TABLE 2-1101 B CO EXCALATION COMPACTED ,I ♦ 5 STD.PROCTOR DENSITY(ABM a I I SMD ENCASEMENT FEL PLASIKYry INDEX DV-RP TO 10 NAY. TO f J.OF OPTIMUM. 1 D CO 10 954 STD.PROCTOR / I I (INITIAL BAp ) B. FOR J.MOW BOTTOM(Y ROAD 815E ro U SEE (ASM D68e) .0 ♦ 0699)P6SEE TABLE]-ITEM A I I COMPACTED i0 951E STANDARD 2 /N DEEP EXCAVATIONS(>20)OR BELOW WATER TABLE USE B. IOPSOY TO BE PROVIDED BOTTOM OF ROAD BASE: CO U EE TABLE 2-ITEM A 4 • K I � 0. PROCTOR DENSITY(ASIA D696) CRUSHED STONE OR CRUSHED GRAVEL MEETING CRADADON OF ECM.OR BETTER DAN O U< Aw/ SMD ENCASEMENT(INITIAL BACKFILL) I'"�W"J EXIST.;AND MATCH \ •. �� Y IZ'=EDEN'S ED TO 954 STMDMD C 5' A CONCRETE COARSE ACCREGIE;IaDOT ITEM 421;GRADE 2.J. EXISTING TOPSOIL DEPTH. BACWru BALL BE CEMENT SIAM/IN O h _ PROCTOR DENsm(ASTM MA= 1O� � CEMENT-STABILIZED SMD BEDDING (SI•LGN)COMPACT 10 Fix sow AND SHALL M££T M£FOLLOW. (2 SACKS CEMENT/CM.OF SO) CONFLICT TO EXISTINGRE'OUIREMCNIS'SMO) 70 95X STD. FOR Alt UD IPFL ADRICENT FOPSOY. 0 mOLTOR DENSITY(ASTM 0698) I. FDRPIPDIAMETER R EOGL ro OR SMALLER DAN 16•,USE 4- PERFORMED ERFORE D .•w•or roams R PASS,. AIIMD.O.w 3'-0• 0.0.1 2-0 UM DDI UNDER PIPE DITCH.MEMO°TOP SEW S4VACE PLACED ON /2. 100. 1 FOR PIPE DIAMETER GREATER now IC USE 6-WORN BEDOWG E) /. SS-100 NOTE;(CONCRETE PAVEMENT ONLVI 00000 PIPE ID, 25-Too /W 2J-100 CONTACTOR H.OPTION TO USE CEMENT . pop 10-20 ' STAB.ED SMD DR BACKFILL WITH SELECT AT No-10 . 80800LL MATERIAL. BILMICILI 2 SACKS CEMENT/C.Y.OF SAND. 5 SHEET 59 of 75 TRENCH BACKF/LLyam""' COMPACT TO SU OF 0040 100400010 : RECNO le rAA•erAFLlww TRENCH BACKFILL FOR STORM MATER PIPES FOR STORM{PATER R.C.BOX CUL!/ 4 ��r•. BE...advs.TO(•/-2 2 0f 00TI808. I g COT t0 SCALE NorOI SCALE -•. g ••••••••••••.....s. - _-_ ` CITY PROJECT CONSULTANT'S SHEET NO. U , TABLE,,RIGWAENpM MNMM TRENCH WIDTH it o 12. ST l...4...��yl,�ti• I '',c-1-;i1" HP STORM TRENCH INSTALLATION DETAIL IP.dK wo"`" �, �YJi�4i\���\.4J.o PI 16'x7). Pil- IEILVL BOSVAfLTH =- ips. °4cc\;r�j�`4ao\ nnl�mml MPH, 198601 ` d\\O\G�4`4`i�\\i�4p4�4\ IF60mm1 IBJImmI C Fr•, �. I RIdO COVER 4 •A G Q\\Y\9 MIN.CWER TO Yf' d8' ) :1 r f AOJ� \cam\�\\ RAExINEPAVELEM,H BTEAlSAN. 1,E19mm1 I Ctiv 'C3 IT'' • 95,0‘0,05.5\44.,E5,6S �r..`�._. �,{1 CKFILL 0 ,d4 .0, Mrn I Ire`.° I ✓_a8voi- 4.k\\444��l44 Yb'I _ C �" 9ile FUN / \ F — sPRH — �/I nAc.Fn. 1,603 I:ouEV �r a ��H18. nI neAH Y TABLE Y,TA EN RECOMMENDED COVER BASED ON pp }E ANGLE LOADING CONDTTN4 = =I E FFOR 94,deo'PPPE T'ST; urAl�.� -BEDDING SURFACE UVE LOADING CONDITION o Y% FFA 4=S {• �� S Pf��`MI"Isc r Dm��FWI VELE PIPE 000 RISE HEAVY CONSTRUCTION /IN (TSTAaOLOAD(• a /1 8i IlleMEIRIC I nll LGAd. E ne l ION 1300mmT'1vmm) 1'AT:.71 Ivlommt 5S R iC III"e 1.ALL PIPE SYSTEMS SHALL BE NSTALLSO N ACCORDANCE WITH ASTM OEM.•BTANOARO PRACTICE FOR UNDERGROUND eOOmin11 INOW Omm11 11 S�NIAm f�p F w : AiIB1 INSTKLATW Or TNERNOMASTIC OBE FOR SEWERS AND OTER OMWTv flow APPLICATIONS'.LATEST...TON. VENDS IN EACESSOF TSTMAY REWO ADDiT24 C $ S 1 m`11OWITH THE EXCEPTION THAT THE INITIAL 600.5.1.MAY EXTEND TO THE CROWN OF THE PIPE.SOL CIASSIFIGTION1 TATTLE COVER FPR ADS NP TOM PIPER OM OHM. ARE PER THE uresrvErsIONa ASTM orIY,.cuss NB MAMMALS AN.AT ceFIHEDNrnEvwus vEHsrors of cLAas p w.ORO. ASTM DEIST ARE NOT AARGAU..BACKFILL MATER.. AMASSI CUSS II CLAS 0 �3 —�.-1 • A.NnArv.. A 1.MEASURER WOULD BE TAKEN rO PREVENT 1ERAT EN O NATNE FLIES MO SACRFN1 LEMM LEMMA. MEWOEU. O DMCOMPACTED • °0x �TT 41 28 ST S A 1e ISTmHe SEAN WC a FANO/MON WHERE THE TRENCH A MOY n UNOTANE.THE CONTRACTOR BHA..EXCAVATE TO A DEPTH REWIRED IAolml DS-NM p1m)(SAS))(I OM1 MHO MMn)NOM ATNE AND 6. 1 -000cna+mam Al Mt U(ACDE IX RE0.ASK.EnT TNEIE I HUED Mel IAI6Me 099 I AMLUDU VENDAneISXM DIOR ,. eY n Y1 .9 St EA,. iTH Sui ABL IATEROL:HIw11a AMIe THE ENGINEER AS AN ALTERNI.t MAID Dm., I,42AI 3em11E21 M.16 Ia21 M�16 NS.) e.9DEODINM ARABLE ESTERML SHALL BE CLASS I.ILH.OR W.THE CONTRACTOR SHALL PROVIDE 1B n 8 Yt ,B EZ ,) 1e TOW/SPECIFICATION TO ENGINEER.COMPACTION SwL BE SPECIFIED BY THE ENGINEER N ACCORDANCE WITH IeSOI.0II m.eml 1 ReIN 06,0 larml 152111 N;aml TABLE 3 FOR THE APPUCABLE LLL HEIGHTS LISTED.UNLESS OTHEIRYASE NOTED 6r THE ENGINEER.ARNSSAA REDOING St IS I 10 m U TICN"ERPSW11 BE ems(MIDDLE FOR 1THH SE OPEE E*00001IDUMETER PIE.(PlACIp FOR]PRO•IDD.CLASS 55 (601(4 IM9n1 >47 OEM M.Im115II N.6 H.3 54 CM A��F r uREe (�/ MATERIAL LUMP APPLICATION AND CAN BE DIFFI1e1CCCL1-TO PLACET SHALL BE ANDLOOSELY PLACED. USE ONLY NWiTA NOTE. APPROVE OF (TIOneeI IM II, 307)(*1P 14 6.01141.01151.0)NBn1 N W CC A SOA EAPERT. Be EB A 14. a 10 CC VI SPPEE TCOICATWS IATML BA4 LL:SUITABLE MATE..Smut BE CLASS,II,H.OR M N THE APE EON.EXTENDING TO THE CROWN Of TME (90�.m IBS 1 :SIN)(AST/00.11150)15':0009 V T ^v'C ROMt I PIE.THE CONTRACTOR MEL PROVIDE OSUMENTADON FOR MATER.SPECIFICATION rO ENONEER HATER.... IS 0 rtlls o ars.mwnm«7 _ a.I�.o dnt,r, .�mI �: S MOON., 156.01 30 1�e em(nem),nldn) co.I Im.7Iw.I sl.a a.x.7m xrnwl.a. a eml Nom n9 mma11M s•m 7•Iw.s.-lr law.: �. BE INSTALLED AS REWIRED �]E,.LATEST EdrION.COMPACTION SHALL BE SPECFEd BY GE ENGINEER 10 U wem11.n s,o,,,,,,,,,,.I7 ro _ AsaRDANN ANO ANBELE IFICLT OWAGEANAPPUCABLE FC1.MENPIISUBTED.00TTD APPROVAL OFAIV SOIL HAS LIMITED A M s ,e O )R ( C I7 usl u..m.ea7A7&,,,,,,,,,..4.-- r _—.— OPPLICAiION ANO CAN BE DIFFICULT TOWAGE ANO COMPACT;USE ONLY WITH THE APPIWKdFA5O0.EAPENT. :8.1.01 N.1'^I(E.rml M.011(n10 P9 Ir iii A A- M 0 N s. 9 s � QI COVER H. NON.IRAFFIC APPLICATIONS rGRASS OR LANDSCAPE ANEASI4 ti 1ARnA,FROM 115�Ilml n.dm :STmI M.TN(Y.rm(4.]11)nOm)R.7m) ct X C urwxwa wan. .o�ww..m..l.Ham' PIPE TO GROUND SWFACE.ADDITgWLCOVER IAAV BE REONRED TO PREVENT ROTATE.FOR'RAMC HEIGHT TABLE GENERATED APE PASHTO SECTIO.1Y,LOAD O .161 W Ener rors.CUSS I DH II I,MTERw COMPACTED TO 9.,RTD A.Nucuss Nlcanr7cTEBE,oBlx suds REWIRED. GR nrslcNa MIAMI COVER.H.4.,r 1Immm11P TO 4,11.10., ME'rERPIPE AEA.0MMAT OF RESISTANCE RCD)PROFEdME WON THE FOLLOWING U o HYF _ COVER FOR SFOR TRAFFIC CPn1 DIPMTTER PIPE.ME/SIIRED FROM TUFO PAPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TDP OF READ PAVEMENT. NO WEwHT HYDROSTATIC del ORCE I.L. c 7 FOR ADDITIONAL INFORMATION SEE TECHNIC.NOTE 5 N. HAIRA111111 r O N USN. ffADS wV rtAde S+OW) wm.on.o MB p MSC,. mamma WARN. 1110-1010 NIB ,c., M Lu 0 Z I- 00 u) co b O In D j O— wo zw OU, _1 CO LLI 0 O cO S RELEASED FOR CONSTRUCTION SHEET 60 of 75 BMe A.WTN01.,P.O.,CM,CPU RECORD ORANNC N.C. Dw.lopnunl Wyk.Engineer g 4055 Corpus of Cors C1060 4 B.550000s.MNN m UDCaesD Ins.all a. CRY PRGVECT CONSUL rmrs SHEET NO. WILIMEZMIGRIMISMI e ...?..r....,'-- .,.., , INNAANNNONNO.0101,41.• Onalim........... ON$WINieremel J ..• ==.'"..:::::«=--•_i • * '....% tivyi:*i,,:q. li r= ,,,,„.,,..,,,..... "arasr,, witt,t 0 r-ania r Tkii;04 i' ,....1r---(elas-21N4 -.0.m,..v....4..--. JJ MIEN= — "''''-''' 1-T: 1 I, n. ';,-':Ef*----'----...•:::--;.-;...--7w.7,7-,.. T I fl• Ei:FT:F..',7 fitifPeta-;,,,.-- 'trd PFA""taerjErT7*•22.1Far::. niiiffili lidEtaid1111 .....-.....-.. •;%.1".•• ' -1,1:••• Z.'.,.7..+r, : . ®,:r:,.-......-•-.-".-.--.^. - .1 mr......1.4...v.r.:-.1...7,4:-.••••••• Lin=git ,0itratgl --.---,-. 21:1111""":2 ItIRTMIM 44- " ' "'v'''' ,'t•',1 : :: '" T..* ..-r-..•--,.........-4rzzr...-..; 1 4.. .3,,..t.. r----,....,--4c.-'.,`,4r ' " - '" -..r...=....--.--=...-.yr- ', L i. ,......„,...„.. „..:.„. .. ,:,..,,,:,.,,,, :„.: ,..., .........._. NolicuinclIca le INNINGOWNININEN 0)."*•••'',u'ili', L.,:a==FrrfitREILNI ,I- -- .:•:.,-!;,-;.:lix-i-r1,1.„;-_,i0 wilz,-w F.-7...., , ., .-47.-:,E-.:- gire2F3M- 4„:4K ni.7 Mil. ®1.17:17.41,1=7:::.=""'''* 1,41 ._ r:i: ,,,,, -N.,. •:•...•(-1••4. ,'• „ .' 1i;44 ''1'-A:4123::13;144: h,:sl','Ii 41 `-'.1.7-.7...4:agra-7..1-.....v.:4-.7:-.---1: -• -. z•:=:::::=4-.7-..., ,,ri r- ' FIHEREIRE 1,17,MVAllil." 0 ' !;;..t •'',. ::,•:'.1"t. ? :. ,,k, r . . • , I, .., :....:z.----,-1.1t---bftti 11,,„, - ''4.4--115;r:-..77447?=::-azers:: r'''' ---. „,-. •,ii.:;;;. 1.:::it :',. ;:r i',4 R 4cr-,1 ; I if I #,'..• 05...=.-z-.....r.w.=.7,7.. --li 4 t = P•••§ ''.‹ n (=: ILA - - ,.,... ,-v_ . • . . ,, . , __ sC,- . ' •-6-ii...... _..... aamma.. ---•,---e, ..-- ,,;,q -..-<iasesammimanot i.,\-- -... - 7: , , -----., ,----,, . f //, ,, rE,,,,,,. ..... :.,..,.::::L.:„...-E.,....i.,..,1.11,-:-.L.:: .„. ...-. 1 .:•.45.41aisommmiies •$. ...., ,--t :.---,,g__, _, , ' k\ ....:.- -..::;.-,i:......::„_ E o& 1,.• . . . •, • •• . ....:• .. , .......... „4„,.,-.... --i ily :: mr,...,.......—, , 1 .,,,,i ,, s ,11.44,11..,.......4., --..7.1.k...,..,Vtl...1.1:: 14,.:. :1 .1 I::.1,1.'2.:E:.: • ...6..:i L 44-__Nuipounionummia ‘.s,\ ° I I: • .,,„4„, .•-•-, ..,•-•,.--,-,,-,,7 ,, - ...... -..;!-A‘.,;... .o• • .....'.. INSIDE ELEVATION CV . '' „ :—ii-',L.;., • :-li.•.• ''''' :...;." .te, 4. •, X ' W *1-' , ......1., ..« EZ ji . , ,,, ..„.11 \=,.-.17. ..... .... • 1,:l. \\ s' L' ''''-‘I'M'', ' 11,.: r18 E F"..'r••III fi :-I..,ti 'III" iii•' ..., , ::: CONCRETE HEADWALLS \ — \'it* l''j'tfi.t SAFETY END TREATMENT WITN FLARED WINGS (1.) PI is..1.41Ign—El...t.,Ill r.4iLli ....:)-.- WITN FLARED MINOS FOR Er SEW ENE CULVERTS I r \ . ' k t t , ,, .,,, ,a, - . ..i CN-FW-0 A syse-say.e. . 6 lif ce X c --- - - -'§=-.'--;:z F---, - C.) 1--.6 TYPICAL NING ELEVATION SECTION•-• ''''''' .............. S ,0",,,La C,NEN DATAPIC sccriou la sccrioN cc _—_,...._,_,..,,,„. IL —.. -- ...,-,.,.....,, i 1 ,;)L00 g 1 „ ""ZragaraginIN.-° > .... _. :_'.....•'. -cf. r.---::: --..-,r4:- 1-.• 0 1 "..I''''"'= -T-1-t1 i.t- i'.14,"-"+: .,.,‘e-1,.7 p,---,•-_..-:-,.1--...,z 0 Z'.5 2- w• -I, . 1 -I i 111 az AA-, , fr- ,...,.-,m,:rrstr" ,,,tr.r..re.,..,---.:,..4=:---E. ; , • Q ---,_.- 4---- :7: :::-:',7, ::: :::-•=. = iiiiet 1-4 -.„.....„-- .,. ..-:----- MUSA :: 1..:=1:=4-.....—N. S' , Ettig-F;41Th.177''4'...2.. 1 in I 5.=•'-. ....t,- 41411r- Raz. =Lott_ --- ----.. ',.:..-• ------ - -J r‘i=:,..7-..)-• Cifziag"--.1f•-k. " ,..-....-.:J=s,•_ rt 1IIN=7 t"4" 1 tr2:-......=---i0tr-T44•- '1 i IMP :v.% ffit.t.--...--tr.rr.•,:=.4.7,21.,-.:1 t,% u r;:-P...-•,+;.;-:: : II 4::, : =----311- --'- ri ............ i-C•I -- _ r'z'ri - ..- =EA& D u_ lirF 1 .. = el. ...................". '11 Luc ...› F.r,!:-.7...F.I.:4A-t-4.417-.7.277,., :1 4.. ; z 0 o .. .4. mos a .. ''......7i..=.r.r. '.7 1' '''."'IV---' --:".:::. W.9s... 7=1.--777—! ct z cc- : ' --- ti mommiliftu..- t „ ,....4f#1%..... 4.., ...., 0 0 LU i- F.T.=.i..e..4.11C-E•FF,:"--- t!t 41111111IL." .. . —.- NAL all A C OFT .............,....7 ....=7"...„1=7... I- u j , •.: 7,7-'7- , ,:;„ =7,\\ 1 I , - ••„1=47.1,....____, ---..1.7.--,.......- ,r,%., • ,.-...._ Lu - - .-, •...._,',. _._.. -,,,,- ,, ,,--.1:-;',:- ,. , , \'\ o Lij 0 CO 1171:11.7117=7=15„ 1 ill\,.\\,..). c:ir V , '''''' - tr-•'-'-„„.....N ••••••=vz--:•:- ce Ca „- —I fr_.,,4- .... ...... ' - -'_•__A i, / ai.m.t.--,...--: -, . ._4, :--L:FF)..,,, °- 0 INSIDE ELEVATION '4./4 e,... o..•,..........., •-'‘--.,. 1 1 4 7 VI'..:....:a 7.7 ",..\;, i j!, wt..1:.•,--.....'......^ag-r-.7.- _ AK= IIMSVE 0 CO 1-- 7 -- 11.1,71....11...,1:71;,1=.11.7:=1.1,1'4.111.71:7 8 1- LLI ___,,___ rt sop 1 .,__, OMR AND EDEMA•11.acKer off., MED l ale d 0 0 1 i -' • ,'" , ._,,-............- , , _ „...,. -yfli..,..i.!, t---_ ,,_. !: • \ , N „ " - c.c..WINGWALLS s 1 \ _:.;. .--"7 L SAFETY END TREATMENT MTH FLARED WINGS k,\ ' 1 WITII PLANED WINGS FON 1 "'Vs i!'""r`"""" - A V0'. . -- , ' -gr.: '0'- ....,•....{I, :7....-zz......-.:.=:-.:77::::sr.-.. _..s.t.,;;;:a....,,%. ..z1.0,., m=?a, , WOW NW MANS NONSLIP,.NM WNNON WAILS 5 SHEET 61 of 75 secnox ea,' I? SECTION AA RECORD DRAWING NO _ _ g § CITY PROJECT I_ I mi 411 `t. � I „gn. I I i i I Ili ' , tf gi a 4 i r�, I Ti II it I 1 ZZ' : �� INS :2- f , iii1 iii ii Iii 131 it; 'Ii 0111101 ti iiiii,i do iihl iill! 1 ,,;: 4.14 ilii ji I .,t,_ E Ir I 'a IP p12 m 1 IA$} o lin h 11 c9c9 F 1 2 o FENSION NO. DIE BY DESCPoG110N BENSON NO. DIE BY DESCNia-...: .1 V OSO CREEK CORNERg N SUBDIVISION A Kimlep)Horn g , TXDOT STORM WATER OUTFALL CITY OF CORPUS CHRISTI ,= om� " y' DETAILS(SHEET 2 OF 2) TEXAS µ qN � -=f Deportment of Engineering Services CONS.TANYs SHEET NO. UNPAVED PAVED UNPAVED PAVED PROVIDE NEW RING,COVER AND STAINLESS I THROAT OPENING: SEE PLANS&SPECS FOR PROVIDE NEW RING.COVER AND STAINLESS I THROAT OPENING: SEE PLANS&SPECS FOR STEEL(SS)INFLOW INHIBITOR REQUIRED DIAMETER STEEL(SS)INFLOW INHIBITOR REQUIRED DIAMETER MANHOLE REQUIREMENTS ii�.h1 C.......... 4A I1, HOPE RINGS FOR HEIGHT I NpE DIAMETER MANHOLE DIAMETER • , HI 12 I 12' 3,000 PSI CONCRETE COLLAR(PROVIDE - — AJ .1-314 ADJUSTMENTS(18"MA%) I 3.000 PSI CONCRETE COLLAR(PROVIDE HOPE RINGS FOR HEIGHT I REBAR REINFORCEMENT 3-/4 BARS) 016" 4' WG_,,,, ,,,,, ,j! , REBAR REINFORCEMENT J-/1 BARS) ADJUSTMENTS(18"KM) 18'6 TO Sb' S' jQ:ALYl B0.4VNRT11/ PLACE CONCRETE TO TOP OF CORBEL , I MATCH EXISTING PLACE CONCRETE TO TOP OF CORBEL , I i MATCH EXISTING 36"<TO 042" 8 i3B�, l CORM 12"MIN _ _.. CONC:12"MIN YYCEN6 , 1J ‘,...130-es \r\3(1yM�-, HVAC:J•NIN '(_) ,i HMAC:3"MIN I b) w LYI�j N�InE RRIC ` G/ivv.,; IIIIRIBI RIHII�Y 12•LIMESTONE BASE OR APPROVED APPROVED COATINGS TABLE FiA�A IIIBIIIIIBIH ��.\����; I►����{ �11H5,11 BASE ruRRIAL R Dor ITEM zs7' H.L�4 P�9a.'tr � �;J`�J�,)�,i�, ,•4J4� 'f `��i�;T1;,T`J��,`i�)�7' A GRADE 1-2)IN NO GSE MANUFACTURER YODEL NAPE `, 12'LIMESTONE BASE OR \Oj/O SSS sae THE THICKNESS OF THE JEFFCOAT JEFFLDAT 326 APPROVED BASE MATERNL WALL JOINT TO BE��'p/ yya/T/i/:a?i�V THICKNESS BE NESS THAN RE FINAL BACKFILL TO BE /i�:'_„,,,,,,,/,,p55,0rSEAIFD DARN PREFAB �di0//J//JOOOJJIJJ': iNICNNE55 OF THE EXISTING RAVEN LINING Sn1LN RAVEN 405�.��!���J�O�O��J p��>00��j��o (TAROT ITEM 247'TYPE A /i.G/irr./r.G/r./ry.y,/r y� CEMENT STABILIZEDRUBBER GASKET / V/ \�r\ ADJACENT BASE. $HERWIN WILLWAS DURAPUTE SBOD GRADE 1-2)IN NO CASE SHALL L SANG(I.5 SACKS OF �`,"�/ NN OFR BASE BE THE Tic E55 E iINAL BACKFILL TO BE SELECT/r��.1 \pyp CEMENR CY) �'��ri� PROVIDE CORROSION/!Q//p//py��r/Pr/pri��\iOJ CMBOLINE PHENOUNE]OR 1� LESS THAN RE THICKNESS Oi RE55TAINT COATING PER /iV��/i4ir5�T\/i�� EXGVAIION CdAPACTED IN 6' O Y! r`:• THE E%51TNG ADJACENT flASE. APPROVED COATINGS •�/ Vy��(T�/ice�ri�TV LIFTS TO 9511 STD PROCTOR BRIE: Fel x FACTORY .V&, TABLE,OR CONSHI£10 DENSITY COAT ALL CONCRETE SURFACES INCLUDING BENCH&WALLS. BONDED JOINT ALL FITTINGS SHOL ^LL �r��r`ri��i��i�i�i\�iJi�`. BE SDR 26 WRC.AODRNE ARI \\//\`/\\//\\//`\r/\\rr\` ROWABLE FILL 12" Z Yz `/S\/i`\ �//OyJr/O/;:i:,f, Fa CONNECTION _ A D!3� \y1 LOWABLE FILL 12” PRECAST CONCRETE /pypy�yp//O;�YrK! - ^ �gm'�iC CONNECTION ALL FITTINGS$HALL 11�2 \yi�.''J" SECTIONS ASTM C-476(28 .`6,,i/ Or�'M 'a SDR 28 11 /� 2 W^ $u 4 PLOWABLE FILL WNH `\:iA ARIE ) I i�iiA� SLOPE rr o DAY COMP STR 5 4000P5 (100 P51 YDAINOLL2B DAYS) I \ SLOPE —���I—moi PLOWABLE FILL WITH ` 1"SFT. I��e�I� ,,i e I'/FT. DARMLL ADDMVE 8� III �ir—, € E NO.4 REBAR DOWELS X ` �r': Y (100 PSI MIN O 28 DAYS) `� - SEE PIPE i& W 12"LONG AT 24"O.C. E[y� SEE PIPEa...• '.i FAL DETAIL L-: AIA%.$PACING `i r SELL DETAIL '1',,:;3 e' MDBMUM WALL THICKNESS.L'7 PROVIDE DROP 4'MH-5"WALL CONNECTIONS WHEN FORM CONCRETE FOUNDATION. Y FORM CONCRETE FOUNDATION J= iit ROW ENTERS 24• / 6'NH-7'WN1 E % / ` OR MORE ABOVE (MINIMUM 1Z'THICKNESS) % /tee (MINIMUM 10'THICKNESS) //�' '' MANHOLE INVERT •`\ �� •UNLESS DESIONED BY i PROVIDE CRUSHED STONE,PER V < ®/ ENGINEER `` � j.:': �_.".':.` PRONOE CRUSHED 2TONE,PER \ . TEXT ITEM 421 CR 2.J OR 1. A AAA__—_��/ TOOT REM 421 GR 2.3 OR 4, �'••• — m G REQUIRED(12"MIN)IF - M1� _ AS REQUIRED(12"MIN)IF B• 12- GROUNDWATER 'FI GROUNDWATER IS PRESENT Cfnl®I` 10 GROUNDWATER IS PRESENT RELEASED FOR CONSTRUCTION N t COMPACT TOP 8'OF SUBCRADE TO `s"- 4;� -_ >"� COMPACT TOP 8'OF SUBCRAOE TO -. '� . AZ" / - It L'.11 ASS PROCTOR DENSITY AT 33i j'NW" '."I�1� G .C� 95%PROCTOR DENSITY AT 331[ O"I I O Of'O O O'O�1 OPTIMUM MOISTURE ASTM 0898 OPTIMUM MOISTURE ASTM 0898 ,i1,,,,4.0\404-` ♦T `CT Brie A.WNMM P.E.CFM.CPM a V C No.3 BANS \ \t No.5 EONS Development&mime Enolneer N 00 42' 0 B'OCEW H 00 VI' O 8"OCEW City of CMOs CMIeO Ti) L FIBERGLASS MANHOLE CONCRETE MANHOLE Noir camtruction P.m 6Ae.,0PeneeW0InUDCMCP. �� $ /\//�j���'II a a a NOT TO SCALE NOT TO SCALE € \1i�i O W W ti SOOR 7-/4 REBARS U O MANHOLE BOTTOM SHALL BE EQUAL L TO TO FORM FORM EQUAL SPACING "U"SHAPED WITH CONCRETE • H• CWC.COLLAR ■MM FIELD BEND O E GROUT;SLOPED 1•/R TO OF Y.X. OF M.N. PROTECT DEPOSITION TO TOP MANHOLE WALL(FIBERGLASS OF LARGEST DIAMETER PIPE PROVIDE RUBBER SLEEVE >•• Y rill OR CONCRETE) SEAL OR WATER STOP =T HDPE NUUSTMENT z GASKET ISI,NINGS(18'MAC.) U W ' ` /L PROP.PIPEI BELL OF PPE II IR `` 0�W461% C3 Al r CONCRETE �II•�AIANIKKE 6"MIN. `I 17 —4 \ NATURAL GROUND PAID 0/2'RADIUS(TMP.) 001ES, YIN. I \ OF FINISH GRADE 1. INSTALL SEAL IN ACCORDANCE WITH MFGS.SPECS. pIAN 2. USE RUBBER SEAL ASSEMBLY APPROVED BY - g• CONCRETE ROTECRON CW. INSERT A TEE) ONCRCUOR S TIES.DAT R12!O.C. Cr WASTEWATER MANHOLE(BOTTOM) PIPE SEAL DETAIL HOLE w "°"°SCALD IS'BEND TOW NO 0 SCALE MANHOLE PROTECTION IN UNPAVED AREAS z 0 tt SI. Lu LL SEE PIPE CULTIVATED/SPECIAL 0 SEAL DETAL RACE GENERAL WASTEWATER CONSTRUCTION NOTES: (CULTIVATED/SPECIAL) Y> Q A— MAIN NOT TO SCALE o W �' 1. THE CONTRACTOR ED, VISITTHE SITE OF THE TECT AND D EXAMINE LOCALCONDITIONS f� i0 BE ENCOUNTERED,IMPROVEMENTS TO BE PROTECTED,AND PERMITS AND FEES TO BE ww w REQUIRED,ALONG WITH OTHER RESEARCH THAT IS NECESSARY TO ENSURE THAT THE 16'CONC.C. HOPE ADJUST/ENT RUGS Q/ CO" ~ W CONTRACTOR THOROUGHLY UNDERSTANDS THE PROJECT AND IS FULLY AWARE OF ALL THE (Ig• .) U I-2,..,-/ PROVIDE RESTRAINED CONDITIONS AND CONSTRAINTS THAT MDI BE ENCOUNTERED DURING THE COURSE OF _ O CO Q gl, CONSTRUCTION. _ __ 4JOINR(TMP) �' 2. THE CONTRACTOR SHALL ADHERE TO ALL TCEO REGULATIONS PER JO TAC CHAPTER 217Y_WAAA" AND TRENCH SAFETY FOR EXCAVATORS. 0 (n Mir A z4" 13'BEND GRAVITYMIA 4. ALL AFIBERGLASS ON NIFOORM TRAFFIC SHALL CONTROL M DEVICESk(MUTCD0.50"MINIMUM3. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL AND S WALL THICKNEST ADHERE TO S. EASTINO ' • 0 J MAIN CONCRETE IF PROVIDED OR REQUIRED,FIBERGLASS BOTTOM SHALL BE DESIGNED TO WITHSTAND GROUND \ FINISH GROUND 0 1- A PAD HYDROSTATIC HEAD PRESSURE UNDER ALL CONDITIONS. 3000 PSI CONCRETE U w 5. THE MANHOLE WALL PENETRATIONS FOR PIPE(6"-15"DIAMETER PIPE)ABOVE THE USE SONOTUBE OR CONCRETE OR (PROVIDE REBAR0 _I:filig_I 0AP_1 1 i BOWLINE OF THE MKE ANHOLE SHALL BE CORED AND MAI FD WITH APPROVED SEAL GAST FIBERGLASS 5 WATER STOP ASSEMBLY. EQUAL TO PORN NNNHOLE REINFORCEMENT 3-/4 SECTION PLAN 6. FOR FIBERGLASS MANHOLES.THE MANHOLE FOUNDATION MAY BE PRECAST ON GROUND CONCRETE COLLAR BARS)TSP.(MINIMUM) SURFACE.NOTES; CONSTRUCTION ENGINEER FOR EDURE MUST BE AP APPROVAL.) 4111111P TO THE ENGINEERING SERVICES _ I. ALL BENDS SHALL BE DUCTILE IRON OATH RESTRAINED JOINTS. T. THE CONTRACTOR SHALL PROVIDE PROTECTIVE COATING ON ALL EXPOSED CONCRETE k' 2. INFLUENT FORCE MAIN MUST BE NO MORE THAN 45'FROM PARALLEL WITH DOWNSTREAM5 FLOW DIRECTION. SURFACES,INCLUDING CORBEL AREA,MANHOLE WALLS AND MANHOLE BENCH. MANHOLE PROTECTION IN UNPAVED AREAS SHEET 63 of 75 O. FOR FIBEBGUSS MANHOLES WITH WATERTIGHT BOTTOM.ADHERE TO ALL MANUFACTURER FORCE MAIN DISCHARGE MANHOLE DETAIL REQUIREMENTS.FIBERGLASS BOTTOM AND BENCH MUST ALSO BE FACTORY INSTALLED. (RESIDENTIAL) RECORD WAIVING HO NOT TO SCALE NOT TO SCALE g g CITY PROJECT/ CONSULTANT'S SHEET NO. FRP INSERT BEHMU EATON OF EXISTING MMHOI E NOTE% - 1. THE CONTRACTOR SHN.L FIELD-VERIFY THE EXISTING MANHOLE DIAMETER,FLOW LINE,RIM ELEVATION, NUMBER E OF LATERALS.LOCATIONS.SIZES,AND OTHER INFORMATION NEEDED TO REHABILITATE EACH MUMH ,-40.7,9).14,‘„t•1 PROVIDE NEW RING h COVER WITH STAINLESS 3,000 PSI CONCRETE COLLAR(PROVIDE 2. PRIOR TO INSTALLING CONTROL OF FLOW OR INITIATING MANHOLE REPNRS,THE CONTACTOR SHALL FNt PLACE BARRICADES AND SIGNS TO DIVERT TRAFFIC AND PEDESTRIANS PER THE APPROVED TRAFFIC (-.... STEEL(5.5.)OR ABS RD)INFLOW REBAR REINFORCEMENT 3-/4 BARS) CONTROL PUN,AS REQUIRED. IOELLYL8604 11TMy INHIBITOR AND HDPE ADJUSTMENT RINGS 3. THE CONTRACTOR SHALL PREPARE THE INTERIOR OF THE EXISTING FOUNDATION STRUCTURE BY tt{{ 738604 REMOVING ALL DEFECTIVE GROUT AND DEBRIS/BLOCKAGES,MECHANICALLY ROUGHEN THE ENTIRE 11*ii!,CEHS954, 12• INVERT,AND CLEAN THE INTERIOR WITH A HIGH-PRESSURE WATER JET. •Ni,Atip`L;:.T`$23!1023 1/4 PLACE 3,000 PSI CONCRETE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF THE RESULTING SLUDGE AND DEBRIS TO THE TOP OF CORBEL AT AN APPROVED SITE,ACCORDING TO ALL PERTINENT WASTE DISPOSAL REGULATIONS. ,.,I. !FP 5. THE CONTRACTOR SHALL USE QUICK-SETTING,NON-SHRINK CONCRETE GROUT TO SEAL AND RESHAPE THE BOTTOM.SUBMIT PROPOSED MATERIALS TO BE USED TO THE ENGINEER FOR APPROVAL. • 6. PROVIDE COATING TO EXPOSED CONCRETE SURFACES WITH APPROVED SYSTEM TO PREVENT CORROSION. '•` ✓" A i. ). FRP INSERT SHALL COMPLY WITH ASTM 03753 WITH SINGLE PIECE MONOLITHIC BARREL AND CORBEL )H _ CONSTRUCTION WITHOUT SEAMS,JOINTS OR SECTIONS.WALL THICKNESS SHALL PROVIDE AN MSHTO -20 LOAD RATING AND WALL STIFFNESS OF 36 PSI MIN. L B. CUT BOTTOM OF FRP INSERT TO FIT EVENLY ON BENCHES OR CHIP BENCHES OUT TO EVENLY sp SUPPORT INSERT. •� 9. SEAL ANNULAR SPACE MOUND EXIST LINES WITH JUTE ROPE AND CHEMICAL GROUT. REMOVE TOP CORBEL L �,',e; . OF EXISTING MANHOLE . = k,'-1; CEMENT STABILIZED BACKFILL "-'�°.t . •iJj 0 g i ^ Yui,,,,,;g qq (1.5 SASTA OF CEMENT/CY) .ti MST INSERT J m (EXALT .WRLL S TO BE F1EL0 DETERMINED BY CONTRACTOR) V /"' •BW ,2PA�i- MINUS 6• PROVIDE ARMHOLE DROP INSIDE M.H.WALL JOUTSIDE N.H.WALLT L `^ 5' �a riJ CONNECTION IF MORE //�E� 5 5 L.l DIAN 24•ABOVE FLOWIINE BOON OR CONCRETE) 4NIV C W 11 ,• �\ 1'MIN. •=i CAREFULLY MEASURE AND USE �I IT�^ii73f`^TTA�711" 2 C E 1 HOLE SAW TO CORE FOR •• G __ ,� CONNECTION(MAX DIMODf17 �� 3 \ �_ 3•-8• \\ �'-t ERI ST DEPARTMENT , • ' IXCAVARCXI WALL O- / ` SEE PIPE SEAL DETAJL APPROVED SEAL GASKET — WATER STOP ASSEMBLY ' m N\„II AROUND —— SLOPE 1• EXISTING PIPE VARIES PROP.PJC PIPE NIIIIIy PERIMETER EXISTING BRICK OR PER FT. j (MATCH EXISTING 00) B1 _ CONCRETE MMHOIE" ` , IC PHONDE PIPE SNUB CVT EXISTING APES CONNECTING Y I.' EXISTING BENCH TO REMAIN IN PLACE rte`` M OUT AT MANHOLE TO MANHOLE ABOVE BENCH y E yt M DIRECTED EC (n PLOWABLE FILL WITH O.•:<:: ::... S• OpipIP OARAIL ADDITIVE Ii PROVIDE MISSION RUBBER CO(/MRO1 OR /MR02 ARC)OR FERNCO OR APPROVED (100 PSI MIN.O 28 WT'S) EQUAL COUPLING WITH STANlE55 STEEL E U C SHEAR RINGS H L REMOVE MIN 3•-6•DEPTH ON MH E CALy...,.,N, PROPOSED FIBERGLASS o IIS 2., AND APPLYM5 IDQUICK SETTING CHEMICAL •...1:.,•„. .A ;. = 1'OUTSIDE THE 3 GROUT(3M 581D OR APPROVED EQUAL) INSERT EXISTING MH WALT.OR a Q U i0 PRONDE TIGHT SEAL - • . . .,. I .r^ AS REQUIRED II O W W EXISTING CONCRETE FOOTING TO PLOWABLE FILL 0I-.—.15 REMAIN FRP INSERT REHABILITATION OF EXISTING MANHOLE FRP INSERT PIPE SEAL DETAIL o u NOT TO SCALE NOT TO SCALE E )- EL U u 11/4•LETTERING 0 (1)DA.VENT HOLE (2)1 1/2•CLOSED RCKHOLES /-'� LYCHINE EDGE OF RING ROADWAY ARMHOLE RING AND COYER '.'y.--' H'H,'.\\\\ t, THE CONTRACTOR SHALL PROVIDE STAINLESS STEEL(55.)INFLOW INHIBITOR 11 WITH SS TETHER SECURED TO MANHOLE WALL.SUCH THAT THE INNER LID IS FLUSH WITH THE OUTER UD 2. TRAFFIC SHALL BE RESTRICTED FROM MANHOLE FOR 48 HOURS AFTER THE PLACEMENT OF CONCRETE,AND CO AR SHALL PROVIDE A SUFFICIENT,CLEAR L.L I/B'SPACE FOR OPENING TO ACCOMMODATE THE SPECIFIED MANHOLE COVER Nw INFLOW INHIBITOR _ 3. ANSHTO-M-306(LATEST REVISION)PROOF LOAD TESTING 5 REQUIRED \ (40000 LBS)AND MUST BE INSPECTED.PRIOR TO INSTALLATION,THE ZV� N (TO BE MACHINED) \ RESULTS OF THE TEST SHALL BE SUBMITTED TO THE CITY. Ly Z 1.1j THE MANUFACTURING FACILITIES FOR ALL PROVIDED RING AND COVER O O w 0 4 ASSEMBLIES SHALL MEET OR EXCEED ALL EPA ENVIRONMENTAL STANDARDS /...'17.4.1.�l \ AND OSHA SAFETY STANDARDS.THE CASTINGS SHALL BE MANUFACTURED g U F O FROM RECYCLED MATERIALS.THE CONTRACTOR SHALL PROVIDE CERTIFICATION. COVER PLAN VIEW / , (Y NOT TO SCALE \ \ (JJ (] w W I— / CO 1 / CLEAR OPENING MANUFACTURER(I) MODEL NUMBER' INFLOW INHIBITOR 0 j LO_ LU PROVIDE CLEAR / \_ EAST JORDAN 1/4•DIA.NEPOPRENEGASOPENING PER PIAN, / IRON WORKS V-1168 O(I) Q (n /`"` / U.S.FOUNDRY COVER-/8018538 _,%,I• 24• FRAME-/8022247 co co ✓ice% NEENM FOUNDRY R-1930-24 REQUIRED ON ALL O U �I ;_—g FAST JORDAN COYER-V1420 INSTALLATIONSSPECIFICATIONS PER CITY Q •% �_ IRON WORKS FRAME-V1470 SPECIFICATIONS \.._ 3p•(2) COVER-/92100N8 U w U.S.FOUNDRYCOVER- /8021361 • • PER MANUFACTURER NEENAH FOUNDRY DF-1274 PER MANUFACTURER (1) OR APPROVED EQUAL(MADE IN THE USA) ' (2) UNLESS NOTED IN THE PLANS,ALL COVERS SHALL BE 24•DIAMETER AND NOT INTENDED FOR MANNEDRELEASED POR NEO ENTRY. _ CON31RUCilOM W SHEET 64 0) 75 SECTION OF RING&COVER RING&COVER APPROVED LIST TAYAWIYII.f` Nj.OY•Nr - RECORD DRAWING ND NOT TO SCALE 11.FNgW.r Iy MUP.. W.T g alp ramps err g r. . •••••••••••1.11.0.10. J I DRY PRWECT/ CONSULTANT'S SHEET NO. DE BACKFILL PER APPLICABLE Ty\e11 APPROVED ARVs REQUIREMENTS RT PROVIDE 30'RING 0 COYER MANUFACTURER MODEL NAME MATERIAL !� 4W 11 HDPE ADJUSTMENT RINGS WOH STAINLESS STEEL(SS) A.R.I. D-02S OR 0-025 SHORT 4• 11 INFLOW INHIBITOR. 1 • " I••/ 4.\ 1 al,,,,,,,,,,,,,,,,,,`.Nal{{ 12"MIN.,16"MAX. N-TEC MODEL 988(SS)MID 966 1hl1Y LB0.9'NOR7Mj 316 55 ALL STOPPERS MUSE FORM TORT SEAL 1386D'T i5.. VENT GNAT MODEL RGXII(ST.STEEL) SIMILAR TO PIPE JOINT AND BE ABLE TO ��wyr, EXISTING NATURAL VALURIC VM MIS OR VM 49IS WITHSTAND TESTING PRESSURES H •••qqq��,{{{���///CEN9,'I�1�. GROUND S. 'Kb�Q•'$Ryl3/2023 �1e\ %I ` 6'COVER ' YL,UIY,I.I l.efYlo:W u.����ac��� ��; ■mlmuunul�unml 1111:911111111181111151111111 8"PVC STOPPER • \ �_ _ �� ` ,` ` L CEMENT STABU0O) 3000 PSI REINFORCED CONCRETE SEE CLEAN-OUT Nh BACKFILL(1.5 SACKS ,, COLLAR(PROVIDE REBAR T DETAIL �` O T'5 3 OF CEMENT/CY) REINFORCEMENT 3-/4 BARS)TVP. I6 EXCAVATE/SHORE PER OSHA PVC CAP 4'-0'NN.OR ` .� i.... 1 T /S8a9S j AND STAVE REQUIREMENTS R W WITH CONCRETE AS RED O. :I A i__ g pd'S¢$, T FACTORY BONDED JOINT PROVIDE SIGN:'FOR PROBLEMS T STANDARD 6"X 6"PERMA-WYE , R ^ i;Y n{ _-- CALL(361)821-CITY(UTILITIES Iris o �P / AP RELEASE VALVE PER DEPARTMENT)" EXISTING •1 1 PROVIDE ROWABLE BACKFlLL a J APPROVED NV TAKE MI MANHOLE -Mao PSI MIN. 1 ; S? ? ROWABE FlLL WITH PROVIDE ;:t ♦ - i r'DAINFlLLA THE ` CONCRE.TE � - COLOR AS APPROVED II5'-0" EXISTING y SUPPORT ALL FITTINGS ASSOCIATED WITH ARI BY UTILITIES DEPARTMENT GROUND , e'SCHEDULE 40 PIPING T a k' In (100 PSI MIN O 28 DAYS) SHALL BE STAINLESS STEEL ` w I D 1 TEE CONNECTION Q` SLOPE 1A � �1� �LEAR MIN. ` `. = ,=� T 'a h 1 �® •�IN Gr 3000 PSI CONCRETE \ 11: O A _ CONCRETE FOUNDATION 3.-e. • B• - l F� USE CRUSHED STONE FON DRAINING \ ",\\� �% \\�%`Tail. (UNLESS TXDOT ITEM G42111,,,GRADATER E TABLE)3,OR 4 O 6'SCHEDULE 40 PIPING m 12'DRAIN HOLE BETWEEN CONCRETE 1.-8• PROVIDE CONCRETE UN". „ 12 SUPPORTS.ONLY INSTALL DRAIN IF NOif: FRONT VIEW SADDLE SIDE VIEW FE LO TOP OF CONCRETE SLAB IS AT FOR BOLLARD LOCATION AND QUANTITY, MANHOLE-I Z O.D.CLR LEAST 12•ABOVE GROUNDWATER SEE CONSTRUCTION PLANS H2U 4 2'-0" LEVEL b U G COMPACT TOP 6"OF SUBGRME TO BOLLARD DETAIL DEEP CUT SERVICE CONNECTION 950 DENSITY ASTM D-698 AT 33S y AIR RELEASE VALVE AND MANHOLE OPTIMUM MOISTURE CONTENT NOT TO SCALE NOT TO SCALE g ; 1 Q p € I`;pa NOT TO SCALE QyjW RELEASED FOR CONSTRUCTION i (31.- 0 Brie A.UTIBKIn,P.1-CFM,CPM 0 E Development Services ..1nNAW. CRY UICaps CMKM0 I.-- p tl.namueon•wwwd V.NPC e.1.e F, nan 91. Z...) L:1 RIGHT—OP—WAV SERVICE CONNECTION NOTES: OR EASEMENT 1. CONTRACTOR TO PROVIDE SERVICE CONNECTION TAP TO THE R.O.W.UNE h I CONNECT EXIST.SERVICE LINE OUTSIDE EASEMENT AS SHOWN AND REQUIRED. PROVIDE SERVICE SIDEWALK 1 THREADED PLUG 2. ALL SERVICE PIPE AND MINOS TO BE SOLVENT WELD SCM 90 PVC 7-1/2"DIA UNLESS SHOWN OTHERWISE IN THE PLANS. MARKER 2' REMOVE/REPLACE 3. FOR EXISTING MAIN PIPE MATER.-PVC AND/OR VCP USE UTILITY 3/4'�,.'„• N LL AS REQUIRED DEPARTMENT APPROVED CONNECTOR. ).1.) 4. FOR NEW PVC MIN AND SERVICE,USE PVC WYE OR TEE AS DIRECTO)AT G p SERVICE CONNECTION. •• 7-J Z �, .A '4 / • "" l PROVIDE CLEANOUT W 5. IF PIPE LENGTH,ON SERVICE UNE,IS GREATER THAN 50',USE 6"PVC 0 M 0 /4'DM. Et Z c. WHERE REQUIRED SCR 40 FROM CLEANOUT WYE TO THE MAIN UNE. //11�. \\+! O W IF IBM�I11 3/4• 0 LL. PROVIDE FIT11NC5 4-WYE rc ,AND �� 9-3/8" g 0 5 Q 0 AS NEEDED /� THE PIPE W/6"OF VQ Y A. Air i Q n' S LU— - W W LOCATION N D SIZE N O 27• IT 09 1—ill 2 u.BEND USE MISSION RUBBER CO. PLAN CLEAN-OUT BOOT 0 CO Q CO SEE NOTE 6 /MRO1 OR/MR02 ARC NOT TO SCALE NOT TO SCALE (TVP.) COUPLING WITH STAINLESS 0 114590OltgpS1EEL SNEM RINL,OR 1-0PREFERED)f(��� FERNCD 2-1/2'• �-� -1/2' O 0 J 6' \l FORSEWER. PLACE MARKER AS SHOWN.FLUSH IN `IW"l44 `�At���: `•,`TP1 iiiii.�A`� O Q 2-1/4' �e,.cd "., -`AV V` �) A1,• USE •12• •X 18'PAVER '♦~ EMBEDMENT 1• , 2-1/42-3/8' `h� V, 4• `E—_ 1` STONES(2 EACH) v IMISCFS Q WASTEWATER MAIN W/REGUWt SADDLE,WYE. + Vl `•, `• \\ OR TEE(PORE CPK OR EAE)(SDR 35 FOR 1/R" HOPE OR SDR 28 FOR PVC) 3/18'PIA IF CURB BURY 12'PIECE OP REBM WITH SECTION A-A SECTION B-B - POLY PROTECTIVE ENO CAP ON EACH END. NOT TO SCALE NOT TO SCALE 3 SHEET 85 of 75 SERVICE CONNECTION DETAILS STANDARD SERVICE MARKER TYPICAL CAST IRON CLEAN-OUT BOOT RECORD MOM NO. NOT TO SCALE BRASS-ONE REQUIRED EACH STREET TAP NOT TO SCALE g NOT TO SCALE A 9, CITY PROJECT/ CONSULTANTS SHEET NO. UNPAVED PAVED ASPHALT REPAIR: 3'MIN.THICKNESS.IN NO CASE SHALL REPAIR BE F LESS THAN THE THICKNESS OF EXISTING PAVEMENT. 9TT' 4a�lAM PROVIDE PRIME COAT(0.15 GAL PER SY MIN.) COATED OR STAINLESS STEEL SPACER BODY CARRIER PIPE ONCRETE REPAIR: I2'MIN.THICKNESS.IN NO CASE SHALL REPAIR BE ll , L�!( STEEL CASING PIPE J V' 00 NOT GROUT WI's * �,�� LESS THE THICKNESS OF EXISTING CONCRETE RBLLY LBOTAONii Y1aH54 res. INSIDE OF CASING TOPSOIL SEE TABLE 2-ITEM B(UNPAVED PAVEMENT ... 1q..... *f WELDED STEEL OR CAST POLYETHYLENE rj 1, RAVED YY RUNNER SUPPORT 1\ J EXISTING 'M }t E*$1 POLYMER PLASTIC RUNNERS PAVEMENT �� SEE NOTE 2 '.�V I• �:\r/�,/ / 4.f61W:X6 411 TO 101'CASING DETAIL g, °>>��:;`\; 12'LIMESTONE BASE OR APPROVED BASE MATERIAL E S'MIN XDOT REM 241'TYPE A GRADE 1-2 IN NO CASE L NOT TO .� ; THE THICKNESS OF THE BASE BE LESS THAN THEin 1�<�\� SICKNESS OF THE EXISTING ADJACENT BASE. O 11!,-1 ee L. IB • L BACKFILL SHALL BE CEMENT STABIUZED F� q 9 �"�/• p��\`��\`� SAND (1.5 SACKS OF CEMENT/CY) = LJpm Q COATED OR STAINLESS STEEL SPACER BODY 45 45' CARRIER PIPE Q✓i/i✓i G, *NOTE: 1 i5m5l-' STEEL CASING PIPE .!♦ DO NOT GROUT 5a J�¢e jR�Wj/ 8 ^ $�_ INSIDE OF CASING ^ S 7Jp� WELDED STEEL OR CAST ER SU POLYETHYLENE \1 EXCAVATIONELECT MATERIAL FROM PER CITY ORD.03W.0 ARTICLE III ClRS AND E%UVATIONS,A PERMIT RUNNER SUPPORT ((1 i) MATERIAL SEE TABLE 2-ITEM A ALL UTILITY STREET CUTS THE INSTALLATION OF A UTILITY THAT /� mi ���' SEE NOTE 2 ABOVE%PE • P• \,/p//O/'\ (PAYED AREA) CROSSES THE ROW ATA PERPENDICULAR OR NEAR PERPENDICULAR WM/ < • \• ,/";4�!,, ANGLE AND HAS AN 0.0.0F 6.OR LESS WILL NOT BE PERMITTED TO 35 30' 15 , %, BE INSTALLED BY CUTTING THE ROAD SECTION. E p& 1211 TO 3611 CASING DETAIL 12' . ANY UTILITY REUTED STREET EXCAVATION/CUTSHALI INCLUDE •- REPAIR Of HOT OHLYTNf IMPARfOTRFNCH,BIR A130A FULL UNE Y NOT TO SCALE OVERLAY/PAVEMENT REPAIR FOR PARALLEL CUTS OR 12'WIDE FOR AIL BEDDING PALO INRML fl4CKRLL PERPENDICULAR CUTS ON ASPHALT STREETS,AND FULL PANEL 17'MAX. 3'MAX.DISTANCE SMAIL CONSIST OF GRANULAR pEPLACfMENT ON CONCRETE STREETS ASITE SPEOfIC PAVEMENT BETWEEN SPACERS MATEReL SEE TABLE I CUT ANO RESTORATION PUN THAT INMATES THE GENERAL NATURE U R. OF THE PAVEMENT AND ROADWAY TO BE CUT AND RESTORED,THE =�I-' ' EXISDNGPAVE AR.SECTIONEEXGVOWN/PAEMNTREPIR, EX LO III �r APPROXIMATE ARU OF THE eLENGIION/PAVEMENT REPAIR, _ INCLUDING THE APPROXIMATE LENGTH AND WIDTH OF THE L" 01 , T.) R EXCAVATION MUST BE W"PIPE DIA.4.2' PAVEMENT REPAIR IN RELATION TO THE ROADWAY TRAVEL UNEISL U SEE NOTE 5 CORRECTED WITH GRANULAR MATERIAL MUST BE INCLUDED IN TNF DRAWINGS/PERMIT APPLICATION. (nTIOH. SHOWN IN TABLE 1. (IV) C CASING SPACER SHOULD BE SPACED A II (L Q•a MAXIMUM OF ONE FOOT FROM EACH TRENCH BACKFILL FOR WASTEWATER LINES SIDE OF JOINT g Ilii:' X IL CASING DETAIL AND PAVEMENT REPAIR FOR UTILITIES 1 o Lu NOT TO SCALE NOT TO SCALE ° O a`A GENERAL NOTES FOR BACKFILL Y TABLE 1 TABLE 2 U El BEDDING AND INITIAL RACKFII I FINAL BACKFILL o (BELOW PIPE TO 12" ABOVE PIPE1 (GREATER THAN 12" ABOVE PIPE1 UNPAVED AREAS PAVED AREAS ALL REDOING AND INITIAL BACKFILL SHALL CONSIST OF THE FOLLOWING OR A FROM 12'ABOVE PIPE TO A FROM 12'ABOVE PIPE TO 3'BELOW REFER TO DESIGN ENGINEER REQUIREMENTS: GRANULAR BACKFILL BOTTOM OF TOPSOIL BACKFILL BOTTOM OF ROAD BASE BACKFILL 5181.1.BE CONSISTING OF EITHER NATURAL SAND OR SANDY GRAVEL.OR MATERIAL SHALL BE APPROVED SELECT SELECT MATERIAL FROM EXCAVATION OR PRODUCED BY CRUSHING OF NATURAL STONE OR GRAVEL MATERIAL FROM THE EXCAVAT- IMPORTED MATERIAL.IN EITHER CASE.ALL CASING NOTES: KEN:DR IMPORTED MATERIAL; ALL TO BE FREE OF ROCKS, MATERIAL SHALL MEET THE FOLLOWING: DEBRIS.OR ANY CLUMPS OR- LL<35 I. CASING DIAMETER.LENGTH.LOCATION.AND WALL THICKNESS SHALL BE PER PROJECT 0 EXCAVATORS<20 FT.DEEP MID ABOVE WATER TARIF USE MATERIAL EATER THAN 2'IN DOMEIER: PI 8-20 Er SPECIFIC REQUIREMENTS.(MINIMUM SCHEDULE 40) MEETING THE FOLLOWING CRITERIA. LOOSE LIFTS TO BE PLACED NO CLUMPS X 2'DIA. UJ 2. ALL CARRIER PIPES IN INSTALLED CASINGS SHALL BE SUPPORTED BY BOLT-ON STYLE 10'MAX. MOISTURE-1 TO 43% CASING SPACERS('ADVANCED PRODUCTS'OR APPROVED EQUAL). MEETING REQUIREMENTS OF ASTM D2487 FOR: COMPACT 95%0898 STD PROCTOR Z ZN Ce Cl 3. THE CONTRACTOR SHALL PROVIDE MECHANICALLY RESTRAINED JOINTS FOR FORCE MANS SP GP COMPACT MATERIAL TO 95% 1:t Z ONLY ON CARRIER PIPES.'MEGALUG TYPE JOINT RESTRAINTS OR APPROVED EQUAL SR SID.PROCTOR(0698). LOOSE URS OF 12'MINI O O LUO S_ SP-SM GP-CM OR IF SELECT MATERIAL FROM EXCAVATION •If 0(n L BE USED.SPACERS SHALL BE SIZED TO SECURELY FASTEN TO THE CARRIER PIPE O.D. SW-SMA CW-GM MOISTURE TO BE ADJUSTED TO DOES NOT 4. CASING AND SHAM BE FURNISHED WITH A MINIMUM RUNNER HEIGHT TO MAINTAIN SEPARATION 0 35 OF OPTIMUM. MEET REQUIREMENTS,THEN USE CEMENT < BETWEEN THE MAXIMUM 0.D.OF THE CARRIER PIPE AND THE CASING WALL AND IN 00000W: STABILIZED SANG. A. POSITIONING OF THE SPACERS SHALL ENSURE THAT THE CARRIER PIPE IS PASSING 1/2'SIEVE-100% B. TOPSOIL TO BE PROVIDED SEE TABLE 2-ITEM B BELOW. `S LU I— ADEQUATELY SUPPORTED THROUGHOUT ITS LENGTH. PASSING/4 SIEVE-30%MINIMUM EQUAL OR BETTER THAN •n LL 0 LU W B. SPACERS AT EACH END SHALL NOT BE FURTHER THAN 12'FROM THE OND PLASTICITY INDEX(P1)-NP TO 10 MAX. EXISTING:AND MATCH B. FROM 3'BELOW BOTTOM OF ROAD BASE TO CC EJ) I...1.(J OF THE CASING. EXISTING TOPSOIL DEPTH. BOTTOM OF ROAD BASE: C. CASING SPACERS SHALL BE INSTALLED IN THE CENTER OF THE RPE SECTION. 2. IN DEEP EXCAVATIONS(020')OR BELOW WATER TABLE.USE CRUSHED COMPACT TO EXISTING U D U Z OADJACENT TOP-SOIL BACKFILL SHALL BE CEMENT STABIUZED C/) Q co THE ENDS OF SPACINGCANOFG THE CASINGBE SPACERSLSHALL BE 3 FEET. STONE OR CRUSHED GRAVEL MEETING GRADATION OF: 5. THE TWO ENDS OF INC CASING PIPESHALL SMOL CERTIONT WITH AN ADVANCED THICKNESS.(COR'DOUN TO SAND(1. MEESH/T.T APPROVED EQUI W,INC.MODEL AZ-ZIPPER,PSI MODEL C END SEAL,OR AN A.CONCRETE COARSE AGGREGATE;iXDOT ITEM 421;GRADE 2,3, BE PERFORMED BY'DOUBLE AND SHALL MEET THE FOLLOWING APPROVED EQUAL. OR 4. DITCH' TPP SOIL REQUIREMENTS: 0 U J SALVAGED TO ICI BEEPLACED ON OR TOP) SAND GRADATION: A8 A /EPA PASSIM. I B.CRUSHED UMESTONE PER T.DOT ITEM 421'GRADE 2,3,OR 4 /4 55-100 /10 40-100 U W /w 15-I00 t p RELEASED FOR CONSTRUCTION I2D010-0 NP-20 • • COMPACT M A mown,P.E.,CAA,CPM BE ADPJUSTED TO OF X588.MOISTURE TO BAW R.YMAEX.I.M 5.1014..MOD./ TO(0/-2i)OF OPTIMUM. a SHEET BR o/ 75 City of CORHM CIKNH RECORD DRAWING No. N.:Conetrucron mane v.!ezi, .. m,Wlwm.MMA I.UDC 3.8.6.F. M. B • CITY PROJECT CONSULDINES SHEET NOailifiEMOSMISEMDZi . ®`� ..... . ft... Maftormelmw . ‘,44.4„,.,,,4 ; �EOU of Pavement rB-min. .'Solid ,T"..-130•134 BObMORIN Srwltlar 1 FIIBL IC ants -.'sopa GENERAL NOTES �g <t3�'4 'r•r POAMIT EOpe Line Y.11or LIMp�+,'yr}}CWNd '` 0'Solid 1 1 I. (Opelint striping snot! be as shO.n In the pl Ona or as 'Ir�I:O:!':`Q3r2023 Tolima ints e a directed by the Engineer. The edge)IM should not be placed '•_� s"'mite e leas less than 6 inches from the edge of pavement. This t"Tt" ��1' 6w -Sol la Lax Line I 30' 110 I --- "'•""�•� �"_�-:�"-�Tom.._., diatmee may vary due to pavement r000iirg or other tines ore iii Eddge Line\ e e �\ PUBLIC ' gutter sectionseof r000WOy6t required in IXYD Ond S ~/ /� .'$OI IO 2. TM irovelea woy includes only that pOr+tort Of the roadway em 3 a ROAMIC "v 4 4 Rntte 4LLC 1,4:1=1,R040 -: Edge LtM dl used for ve"Iculor trove 1. It does not Include the parking O �E' ih. IOMs. sidewalks, berms and shoulders. The trove led'says ' A EDGE LINE AND LANE LINES smolt be meosured from the inside of edgeline to the = AD-Q ... . ONE-WAY ROADWAY TYPICAL TWO-LANE.TWO-WAY PAVEMENT Inside of edger ine Of o two Iax roadway. . ^ N„° '11 MARKINGS THROUGH INTERSECTIONS ° WITH OR WITHOUT SHOULDERS Q /N 1, MATERIAL SPECIFICATIONS §D Q t” (000 of Pavement PUBLIC SORA /• iso!ld w' 834 2 I // PAVEMENT MARKERS IRCf LECTU I2EDl OA15-.200 V/ #z gg —� ` r6 mi". RpspRAY I [Ode lime EPDXY AND ADHESIVES ODS-6100 a� g1� C. ` V ' ll 333 /IS 4-Solid e'Whit. fi�t1,, -.•Solid �r eI1W LineBITUMINOUS ADHESIVE FOR PAVEMENT MARKERS DMS-6130 it'-'$, x1i+e Lara LIM 6•Waite / Y— TRAFFIC PAINT DNS.t200 Edge LIM o I 30' 110'I /L _ lax Line __-__.______..................__. NOT APPLIED THERMOPLASTIC DNS-e220 V7 e.". }_ 11— -- --. .-.-_�__-._..__-._�__ PERMANENT PREFABRICATED PAVEMENT MARKINGS MS-4240 f � Ye1so.11e7M+ e auto m U _ All pavement morking materials shell meet the s,IFy required Deportmeotol Lloterlol SpeCificati000 - E-Solid W3'sin-n' I C. N £ph Edge Line-,. era-i1ROtn.03on PUBLIC PUBLIC F-'-'"--C7.""'" --E"."'".." -" s'Solid row for os specified oY its Dian. SS rawer \1, /� White ;8h Asw°"l only) �/ii.0' Edge Line n V a 66 11113.PRIVATE ROAD Ski CENTERLINE AND LANE LINES OR DRIVEWAY v pyhg. FOUR LANE TWO-WAY ROADWAY TYPICAL MULTI-LANE.TWO-WAY PAVEMENT A•min. A'min. 111 I 1 bh 30'mot. 30•max. i2 Q U CC Z WITH OR WITHOUT SHOULDERS MARKINGS THROUGH INTERSECTIONS k_____, STOOP LINES '5 ANIhi o W w ..g° WIdtto 12•min. I-. -`° 0066e of Povtrent 6'sne"ul Oe�R"r N'max. C..) o kno N• EDGE LINE L.. Z. ill: toy co .ism I exists-� 3 to 12"l I- 1---I .•Solid White 0 NI yFF mar r i*rp.rl 13 I V V V V CENT'�L INE E Y.I I .•sol IO White,/ I lo'min.- l to 13+y F-K-1 V�FE �Cemarline Edp.LIM :•mao1 z':LT.- IW.7 36' Leilli Taw F- O 3vvvvvv fi'miny Gaw 3 10' a 1130.1 OaW ]o' L-1 v :a I 30' 110'1 Y.l Solea e H'Solna White l I� roc posted peal an rood For pond speed on rood OPTIONAL or Lino Edge Llne� tel Line Wing mar'keU.Owl t or Win? ea ooi toor 4'Solid less than 40 LPH. greater mon IS 1PH. te11M line ma veer.{arn� approocnes to Y orY 1tYp1 iniersowtons TWO LANE TWO-WAY ROADWAY YIELD LINES Ren irrente10n'' Minloaw Requirements for Eddenne.Traveled for EenterilMe.Line ar WITH OR WITHOUT SHOULDERS Wq Width t20' dPayee.. O Width 16' W-20' Pavement Edge-4cC W `e•50110 entre O.VAIte Lax LIM 1 '} NC TEs GUIDE FOR PLACEMENT OF STOP LINES. Z 0 Edge Line _ .==. EDGE LINE & CENTERLINE ;;;;.10,1 taros 30' 10' /-. 1. Where divided hig"Iaye ore separated by Median widths Based on Traveled Way old Pavement Widths 0 O 1- w ine I I I -Net.2 vellaliLin Y' at the medion opening itself of 30 feet or mere, medion for UwivlWO Oi0000Y1 _ (n Z openings shall be signed as two separate intersectiones. {/nF _ \ W 1.--- -----14 Sae l0'min.- Euo1 n.Nlrn opening Ma two width naosw manta, r Note 1a.max. 0 0000 meoswement rw eocn opproacn. Tne nwro.median.tam.111 ' Is.Nan W 2 Op*Taal v n 5£ V ten controlling cloth t0 Mfermi ne if sign"are roam tea ,Tyne Depertmentof Thwipotetbn Ot OO.OY o W Dotted B'Sonia s 1 7I1� -° Yield signs ore ten typtcol intersection control. Stop Signs -- m En ernes *hit.Line 3 1+ L1���� L yy - _-__._..... --_ ___. _.. J Extension See note 3 —� to 1 i e are optional as tlatermi meed by its Engineer. 0 D Q C Line w ��a.mm aw i old les 2. Install medico striping ftlOWie yellow centerlines and TYPICAL STANDARD O d Q line to °^g stop bore/Yield a placed. wenn o BD' or dally b mused (n 0 H Edge Line Yellow I Deceleratione °QI E1*.Yield centerline sign.. Yield troingles*h0111 only!be0used with PAVEMENT MARK INGS O o LU .'Solid shite yield signs. X 0 Edge Linen, �Wnite lox LIM ® 3. Length Of turn OOys, Inaludina toper. deceleration, Ond PM pe,_, I-- storege lengths snail be os Shown On ten pions Or Os 2O directed by the Engineer. 'A'eP I"— --- S :: FOUR LANE DIVIDED ROADWAY CROSSOVERS '. 03..,., 00a 0IE L. s-la - S tl SHEET 67 of 75 RECORD DRAH1NC NO CITY PRWECT CONSULTANT'S SHEET NOImmumanummimms . �.:r~......,w,_ -- IfflJ.YL B09'OWkORn1� REFLECTIVE RAISED PAVEMENT MARKERS MATERIAL SPECIFICATIONS T 13R6o.6 PAVEMENT MARKERS IREFLECT0112F01 pY5-1200 .4,4, ' FOR VEHICLE POSITIONING GUIDANCE `t$oK?'E--+l2aao2a EPOIT ANO ADHESIVES 01S-6100 � .',-* 6t BITUMINOUS ADHESIVE FOR PAVEMENT RItERS 0115-61]0 -p"'c'" 'Oil �,f-11 A 5• toll B TRAFFIC PAINT 016-6200%l � GMferlIM Sy.Netr lOOI arau10 CMf.PIIC. _ NOT APPLIED THERMOPLASTIC 0(5-1220 C E iY01 T1.1-A 1 PERMANENT PREFABRICATED PAVEMENT MARKINGS 0(5-12.0 0 Yfr = a o P O C°nf itMpu!iq•.py let TWO ION /Type II•A•A O .� T-I BO• I A0• o 0 a/ a o o All pavement m0rkIng materials shall met the I A0 I A0 I h o do as spoed Depary the Material Spci rlcot ions $ P�` .: I b• a AO' I s0' I as apcified DY ten plMe. �X%g FC Om Seg - 'Ilk Om Iii CENTERLINE FOR ALL TWO LANE ROADWAYS q`\ >1,...,011/ ^ ¢n"N� E a o C /To.[-c 1 ElYE/ f � V A A Q pgp3 I� I� ° Seeoetai,C CENTERLINE AND LANE LINES FOR TWO-WAY LEFT TURN LANE f!! �TYp 11.A-A < 1 .'-'i V� a Wfoce i:M �� o I so. C� Type I-C or 11-C-R m U a° �j TYPO I (Top Vier) I Itho I o 0 o a o o . 0 0 . c N - K • h = = Io a = o a = _ (n E ggq CENTERLINE & LANE LINES I B°. I III k ul ;gp FOR FOUR LANE TWO-WAY HIGHWAYS �IIi o W w A A , (� ~o : e$ 'et Too.Il-A'A�r-2' _... 0 Z AR Tree II-A.A _- O E 3Y8 Ref laa,OrileO ye" �- I . - { LANE LINES FOR ONE-WAY ROADWAY (NON-FREEWAY FACILITIES) Surface o F W A ]e Rolled O m..nt=MomTYPO II-C-R Ana.have dear face Type II (Top Vier) U m a Y° ,.-F:I 1.-,. .' ' ,owOra normal traffic dn0 red tote toward wrong-way traffic. 11111.1111111111.LL IIIIIIPPF Type IIA•A�1 -2 ]S°:Tr':mm.- 25° in DETAIL 'A' DETAIL -8- DETAIL -C- C� D D ❑ ❑ ❑ D D D ❑ ❑ D ❑ ❑ u ❑ ❑ D 0 ❑ u u ❑ ❑ D D u u u D ❑ ❑ ❑ D D u ❑ ❑ ❑ GENERAL NOTES A®OK,vR Z _ CENTER OR EDGE LINE r-.1$._1. SECTION A CY 2 � I. All robed pavement workers placed In broken line. Z < O p D ➢ ❑ ❑ ❑ D D O ® ❑ D ❑ D ❑ ❑ ❑ D ❑ 0 Mal I Re Wooed In line with 0110 mld..a MM.., 10• BROKEN LANE LINE 0n {tripe.. Z ]0' I 2. On concrete pOv.MnU 1M fOiga mammon,am kefs RAISED PAVEMENT MARKERS E� *nano oe placed to 0110 sift of the IOMltuOIna I— F— REFLECTORIZED PROFILE 1010*.. a U , Z LT -J DETAIL ' • W W W /oY W > USING REFLECTIVE PROFILE PAVEMENT MARKINGS ,WnpP.®b00Tod1hMporladNn �., Std W m LU CO 11'a 1' TDO to SOD mi I POSITION GUIDANCE USING a RAISED MARKERS i— CO Wont ❑r y/.-oPrID DR OB. ) i A quick flew amok fa ten 1nlakM.e RELECTORIZED PROFILE 0 Oo w :to]'j� 2 to 1 H of Role IgM aha'7:::.':.arklnd 1. MARKINGS 0 approk lleote Y laTOak of X Quarters to o madman height of T auartxe. PM(2) 20 I"' A-EDGE LINE. OPTIONAL 6"EDGE '' . 1 -T m CENTER LINE LINE, CENTER LINE NOTE !N'E I no I<w1 ..�-.� OR LANE LINE OR LANE LINE f-Yt i-IP ;:::,�"- _--- -___._n i Prof i le erarkirps MRI I nor M moo.M roollwove 5-°0 A-lt --I vnl AZ wg to o Posted sped Ilmit of 45 APN or lass. 014 :- o ${{fEI 68 of 75_ RECORD DRAWING NO SI • CITY PROJECT j CONSULrANYS SHEET NO. imaummmmommana 01)..•.... ............. `^� \111.'41% .... :. ..., •i * ,, .......... • potted,White NOTE S GENERAL NOTES 'IJBZ Extension Line- I. Ln reDWtIOn p0vew0t mornings ore UNC where TM weber o1 '- through tones is reduced because of herr Ing of the road.), 1 *Mr.u/Fro n ores 000r000fl)tOOsan Intersction ��y��, ........ .. _ or because o1 O section of on-street parking In Mgt wou tl isi . L - ofnerw,w be tabugn In. Fr Texas Super 2 Pbes,ng Lanett. become mandatory turn Ins. Ln d and �: _ see TS21PL1 atand�°stWts. kills•nWld De Used n RM IIOfY �e�N�,Nat bfi — 9.191 •}•g• La1.-Reauct ion 2. 00 divided n, off sub•tanti of length. In arrow kfng•s ^�",7 61WW 1 1 1 1 Ahighways. oddlrtnl 119-1R-RIGHT LANE ENDS- dot arrow.ork,ngs maybe Used In other S - —'. �r - --- sign way be, toiled In he mwaian/align.with the R9-IR lams n turn boy for eMhesi•. Petal I•far t5 sign the richt sloe 01 he IOneaY• de n arrows • stash In TM STagrp 6"�' — ' 3. Ln reduction rrw.are r• Irea nor abeea6 or 45 mph or xignwy sign Designs it Tewaw. L Paved Shoulder _ _ greater. An oprinl third •Wctian row r be odw0 2.linen lone-use Words n r .—kln o are used. p y F F Posted 0 Ifr, L (ft) bos•dr engineering jut/went. If used, the optlM)third two sets of rrws should It*he length o1 O � b- Pavement 0/4 D/2 D/4 Speed ,i r be aen •°between first n the boy ism•aror rill leo feet. NM1M o single �E �`g Edea I L lost In reduction arrows. lone w Os orwo d n arrow king,s used = C T 700•-500• D 30 MPH 460 for a Snort turn . It should be located at Or = -A§ 35 1PN 565 1.0s .. LMI I c0r5forppmpm to the T04*1 sway 5,54)4 0 00010 0 00. near the upstream ell o1 the full-width turn in. 0} F 1555g5 uME 40 NPH 670 60 3. Use raised pavement marker TYbe I-C with u,dlvidea 4\ $;C $"3119-112 lOorl 5606E 45 LPH 775 r highways. Flush medians n two way left turn E 99 °C ��T IOptlnl) LFR R9-20L Type II-♦-A Mockers_ Ins. Use roused pavement worker Type II-C-0 w,tn ` $ uw# 50 LPH 945 divided ntgnears n rot sed medians. ^ § k`" SS LPH 990 a g ys• 60 NPH ,100 L.'S /W' y He. �• -!`\ •sees.•. •••••••• A. Length of Turn bay. Including taw. 0*010 0ri°n. F 0 E3 LANE REDUCTION 65,Px 1,200 �" Oro age lengths l be os shown o^the plan. p L° Sb ]0 NPH 1,250 •directed by the Englmmo% RQ g ! 75 NPH 1.350 ,,tt�� �k - 04 0) . . ' . J MATERIAL SPECIFICATIONS �Y I SI U)t•(Au.Iliry Ln) •- . 9'��•. Vanes tSee 5enerol rote 21 W [ PAVEMENT MARKERS IREFLECIOIIZF01 OK-s200 4 I `I I ----- EPDXY AND ApE511(5 DK-6100 m i y T5- 0 A _ };9', Dotted 9•White Lane Line BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS DOS-6130 y t ill:: 11• �T " f A two-way left-turn ITRLTI In-use arrow pavammt marking TRAFFIC PAINT 0N5.62°0 E ^ - m m e 0 two-way be used at r lust downntreOn Iron the beginning o *01 APPLIED THERMOPLASTIC ONS-6220 = b - I •6• I Type 1-C a 09 O Is1♦-turn In wi Min o arrloor.Repeat0 Inabay the a g` king Iter each Intersection r e In*00 turn goy is PERMANENT PREFABRICATED PAVEMENT MARKINGS 045-62.0 b V C .6 rot required unless stated•weMere in M Pions.•- SEE DETAIL R �9•White Lane II All pweMnl marking meter 101!Loll.w1 the y N kt' . — — — a TYPICAL TRANSITION FOR TWLTL �IX W 6 r•ouo-w oeortm•nrol Notarial SO•Clndatlon• N c as specified by the plans. a '1 Cs :a — �••Ye11q v- ____ — e Ye119w AND DIVIDED HIGHWAY Ih k w` ^k ) I O Ste! §i D> SEE DETAIL A 4'59110 00110w LIMO I "- S a 7-4. _. TOE DETAIL A O y "- of: `6•*Nita Lath Liao Tybe 11•A.A 4orkKs� 25' / \\ E ii o 74.5 - V CO r>7 4 1014 A0 I45- -A5• TYPICAL TWLTL AT ONE-WAY STREET AND RIGHT TURN AUXILIARY LANE C /T I Oils ILn Drop) Opting Dotted-4 t e'White Extension 1 varies See general note 21 I ung. 1 20' c� Yr les ❑._I.1.1Typ1O Z 1. O.solid `1 I I 1 L? 4? 3 9 Doped 6'White Ln Limp Anse Line .% . W LL JJII lL U. �� -�eeaheral Z < O e . 0 a SEE DETAIL e ee• cr'Cirbe I-C Lone"[he.'_` z;rpm'ite- O O 2 M yp•I TYPICAL TWO-LANE HIGHWAY INTERSECTION WITH LEFT TURN BAYS 4 . -. _...._....y..,. Vg zo• .-Solid •' an..m`fY W 2 .v,- yellow 0rellen 4-Solid Yellow ITYP,ISG Rlllt• �. 'Yel i w LIra 'PM/Dep.rhwn1 of nonepprtnbn '''',..jr.., a UJ m w `' fff��� — E ■*N ,j fa':!tat WO. [Ergo I-C TWO-WAY LEFT TURN LANES, O D a up ttz 7: RURAL LEFT TURN BAYS, O) F sg C I•-I +1� 'C AND LANE',rREDUCTION O O w MINOR 11 E,��..,I/ ***Typ1Wl l y equal to Ys TM I•ngt0 of snag•1aM -- �20�i e-Spit° PAVEMENT MARKINGS X 0 TRO-RAY I^'/\I 1°o'I [" ___;77, .I� Rnit.ung- ," PM U)-20 m STREET V VVV VV r So110• V - -- Yw11w Line •^`� v own lm �.wl .. TYPICAL TWLTL AT TWO-WAY CROSS STREET AND RIGHT TURN LANE DROP DETAIL A DETAIL B 5`00'210:: .r I( Ai. ,-m.1.10 I w,w _ ,.a J e.2o 3 SHEET 69 al 75 RECORD DRAWING NO 4 b DRY PROJECT/ alae CONSULTANT'S SHEET Ra .Tie....`"..`� r� 4 _.. —.7==.�..... <... ''141 13001 L BGRVORTN T......19R60� ;�• r r r frc.WSE4;iF"•' r //tl.l..ore..'Am.., zits Ir'kw • • t' .. da, r Rae Tom:Z-Qa1N 7 u �I p I / Rva w••1 el r Mo.SOa<n9 r\ ..EaroW.a Ren r TR... -:- sae:-r 1/."R EI.Oi..SHE. ( 0..... Oars Ste'"4.p...,roi Carel h 1 100 el peeul.. E n l o.,,. 0. R GMII � Sihmo � Y R 1110)4......3 O .'l i1441 Ra.AINI 6 R I ANI °: Bae TI441 111` . 1 Iv 11wY I , I l 1 I - y$t _p � •Polon Mronlmb$00.We • 1 L .-Fl f �1 ''.--../-\ 1 1 `8L�,5 §A l 1Jc..r•e1e Povamenl J , g /� 3iga8 I r Bm U ear u T $ 8 Eare,.1.Pavement • Baa II•41 malcn Ba,il•.l Pee.r.nl r.Ylla.lnl nel Zl•.1�rnlcn Roy. - G .no.n lar cwllr. ---------. - n•a `-1-Pbce Ba I EPP..410t at ti SECTION A-A 14:7'.""..t1"" SECTION 8.8 �f 2 (1)ao.tl.1. . I+ian to lop o1 pore..Mere raised meSion area Is O.1.6. ())00...101.0 01410u.an IM po.emenl Otto).. PAM Jt 0 N a; S)Mb.a oln.rwlae dreele0,p0<•<Merele ryrap o er Oo.emenl 00 ewe. r ti u d-a5 I rql peer pdremenl a Dose.Oldce ea0 or feb. r I 0 y IIIS li r I e I 0 1 b I a (..) ¢ care ll.lRnl•1 Y: -i AEC Q.En,c ;:.1 � J 1Y g \'iii!a ,W la!! a 4 L�J a O laol. Cu•.l,pplww.pa.lea V p a EAI•41 COO «lode ORRS ZEN) {{ ore ZI•41 al 10e 4 a Parwnenl E e h a �.Y OPT AE V p° .Fo a ,Pa.•m..t Edp. EPDXY H$CHORS 616 Embed EN•.1 m into concrete.Iln Type•Do..Cl FS�I2 tM te.ve enle of WS-SY10:'Eplo....aM yyS </�� too. roe..mw«tver'.deertb•.. or 7iFda V e n.l0sip lne epo.4d cm.,Dora. 5 in, 0 1 1 4== MATERIAL.0.G NOTES 10.d el 1b YVe re:.lacemenllWWRI meet.WY 9r of Cu•D UMW 0 tare la Baha to a.Bars T. may a eons.u Z NGS[ KGIAM Bar U 1•4/.snap..la 01 rose Epo.r cam rl IUarcem.nl 11 lastpotH.n1 CO.. Y Ill NOK r.;.larem..l 1.reap,.m D..p..r W Ce LL A °orsr ZZ 0 ligri ® TB. T•c1... Bare A 1.l OESIGNurRa�Ovow o.w^lora.le. a W T W TM /`■■■r, cwo SIfET 10< I b V co Z W D 1...E.■ % Y W W /1 4,11 JEMMEN: B- if Texas pmorfrnerV&TrGnsparldlm W— I 'IN NEN= , Mats.PPrItl V? w CO li I���R::� MEDIAN NOSE DETAILS c CO a. i_ = o o — ZIo ISE., Ac.,. 0 go •M• d. HOU-MEDNS-22 Stpo.emanl Earl. na.A.P ...o 101.14011 W.. 1.1.1101 di REINFORCING -Mmol MI..NM , c, war PLHI revs.. 1 4: ,_. •.w.. r--11- -. 2 SHEET 70 of 75 RECORD DRAWING NO. 8 8 1 arr PROJECCr CONSUL DM'S SHEET N0. BILIMILISIUMIEBISIMB WILY sottwoniill GENERAL NOTES T iseaOd 1.4Fpi[10°. I. Longitudinal Crosswalk lines should not be placed in the wheel t/``C::--12Y2D2J Efi /�\� �OM Ith iMa vehicles. shOu1W�I1MSthe OliftwOlk IIMi an trade) IONS. NI • JI_�t Palk lin L). lin 4 ST 2. A minimum 6"Clear distance shot I Co provided to the curb t be. :t. If the IODt Crosswalk line falls into thl{distance it must be 62) Shoulder 1/l omitted. sees •� - -_-_—___-_-.--- C,4S'4ox.i5N 3. Far divldwa r000eOys. bdlustments In spacing of the crosswalk 0 Is ire <Id Q General Note 11 lines should be mode in the median{o that the crosswalk line. f= � ar•maintained to their proper location=rose the travel o = PO4 g - ._ =1-.--24'Amts portion of the roodeay. � q Yom= - - Oineswolk A. At skewed crosswalks, the Crosswalk IIM.ane t0 remain poral lel i1 %� !.,'124Rye Ili Q I Ines t0 the Ian! lines. G it S. Eoan crosswalk*Nell G a minimum of 6' wide. A l � ��� el .top IIM i•Cent.r of crolawdlk 6. The High-visibility Lofgitudinol Crosswalk Is the preferred Y2/ 11 /! line t0 lane line Crosswalk pattern Oft State Highways. Other Crosswalk patterns E pp -1.- 3. -- -----------------_--_-- 1 de{newt In the"Twos.11pfk1al an Uniform ironic Control Devices RQ .7.Q' C::::}4---Center 01 crdeswa1k may be Aced. All Crosswalk designs and dimsftslan atoll comply Ye line to center 01 with the"Tema.Manual On Uniform Traffic Control Devices.. .-. travel ION 7. FiM1 placement of Stop Bar and Crosswalk snail Y 2iy 4 4ln.ia� be approved by the Engineer in the field. El CMter of Cro{{walk MATERIAL SPECIFICATIONS El — u viL _---- IIM 10{should( ~ O�v� line (if shoulder PAVEMENT MARKERS IREFLECTORIZEDI 015-1200 N #€�, Shoulder r� is present) EPDXY AND ADHESIVES 045-6100 w = Id BIS BI TUVINOU5 ADHESIVE FOR PAVEMENT U c • MARKERS DMS-6130 'C 6. TRAFFIC PAINT per-8200 //��; 22 a (n C h� HOT APPLIED THERMOPLASTIC 045-0220 1�3 Q LONGITUDINAL CROSSWALK IIIo W w -8• HIGH-VISIBILITY LONGITUDINAL AT CONTROLLED APPROACH PERMANENT PREFABRICATED PAVEMENT DMS-8240 C..) 1—'6 Oh All pavement morking materials shall meet the 0 33 Pah rewired Deportnentoi Utteriol Specifications as specified by the plans. E L-1 I o o• gm See Hates R1-Sb - Stop Here for Peds U p 1 1 2 ' NOTES: Shoulder O I. Use stop bars with"Stop Here for Pedestrians" sirs - -- --I I at unsignol lied mid block cross walks. a 24'White CD Z crosswalk 2. Use stop tors with'Stop traf on Red" tsar pe mid blockn ^ lines hybrid les beacons. led by ir01/iC llp11ai6 O(pedeDt(lan Xr Y LL7 Center of crosswalk�J 24"MDite LU X LL •<} I ire to IM 0 stop IIM Z Q O I r--- -.,_,, _.._ -,-,.- Q' Z 2 LI7 "RhCenter of crosswalk O — I- F 24atop 1tine ne a— '" line to center of U CO_ Z LLl 0 r—_travel lane inwk a �[ 5 LU 111 CM/Ar Of crosswalk line ,Ass Dep.taatV RfJemePofhetAan o LL1 LLI CO K 10{hauldline 111 v 2O'-50' rani, shoulder Is present) -..._ -- U 0 Shoulder CROSSWALK 0 - PAVEMENT MARKINGS 0 O Lu 0 Xo RI-Sb- Shop Here for Ped{ See Notes p8� I 1 2 PM(4)-22 ~ UNSIGNALIZED MO BLOCK 11G14-VISIBILITY - r-N.te -. e..�<..A iwl . .., isol A..waw a LONGITUDINAL CROSSWALK L-7! ,, i . , L'=`-' o SHEET 71 of 75 RECORD DRAWING NO CITU PROJECT NLRB coosutrmrs SHEEr NO. • IRLLv ORm:N RA . �..��-.- ..*........1....,'% 13BVO< v \ IN.OAEi. Z-o'WDE SOUO ' g : YELLOW I LDER STRIPE 1 / E tte..E'5232f 2 021EDOLIDR \ „,,_.,1.1.p., u •oruuM 200tot5t5O : EaS0NOMNHETEAMANUAL ONUNIOOTRAFFICCONTROL y_y_f for* .' DENIES FOR STREETS AND HIGHWAYS(TMUTCD). �.f.WLL.I 1W4�Gf 1M 2. ALL TRAFTIC BUTTONS AND MARKERS SCULL BE INSTALLEDP. V G. I 1A RBI R 1 IQ r ~ Y 3. LER NT TO STRIPES STORAGE B%YS;PROXIIMTELY 21. nam I .� 150 UN AT COLLECTOR TON ERSECTOIS NOTHORoua+FAREs, p •E OF SHOULDER A'2-WAY RERECTOWED EDGE Of SHOULDER 100'WN.AT LOCAL INTERSECTIONS. YH 4,.., 'WRE SIOUX , • �•.._2{'WIDE SOLID �{"'RIOE {. REPEAT ARROWS AT SECT/C U1ELY 1000•IxTERVALS WHIN O WRITE STRIPE WHITE STOP LMC YELLOW RAISED PAVEMENT YELLOW STRIPETWO-WAY LEFT TARN SECTION. R IR MARKERS(TYPE R A-A) _ 5, WHEN PAVEMENT MARKINGS ExTEND WO OR CONTINUE = FLJ ei -- -- -- __ __ - _ THROUGH AN INTERSECTION ATEA.THEY SHALL BE THE SOME S - R.O.w'. B d COLOR AND AT LEAST THE SAME WIDTH AS THE UNE MARKINGS TYPICAL TWO LANE TWO-WAC Rga THEY ExrSD. �/RRS .`E 6. WHEN CROSSWALK MARKINGS ARE USED WITHIN AN ESTABWSHED YD A SCHOOL ZONE AREA.CONTINENTAL.TYPE MARKINGS SHALL BE PUBLIC ADDIT ;JJJ ( STREET W 7. ADDITIONAL SET Of'WORD'ANO"ARROW'PAVEMENT MARKINGS wW' EE i TYPICAL TWO-WAY LEFT TURN SECTION-- __ W --— USED.BE USED WHEN TURN LANE STORAGE LENGTH Is lso RO W. /J' '\ FEET OR GREATER. miw IP 113_b { 2-xWY REFLECTORRED Z{-X 36•� YELLOW RAISED PAVEMENT T-{-POE soup YELLOW STRIPE(s-C-C) f / \ CROSSHATCHING DETAIL :�E R EDGE OF SHOULDER / MARKERS OWE R A-A) 1 Y Ai *TOE SOLID WHILE STRIPE {-SOLID WHITEN'WTD=DASHED wHrtE STRIPE TA'MADE 50:10 vELLOw (SEE OETIM."B.) , STRIPE W 1E116TH ♦W DIRECTOR OF TRAFFIC �L NR M STRIPE C,C C O y d y - U V 32' R 32 �(5 �s.e I,. ,. I {'SO.PAVEMENT {-YELLOW TRAFFIC U a SEE DETAIL'C'� 1 MARKER(TYPE R A-A) BUTTON(NON-RER) F� • SEE NOTE la,`—- •_' . - J_ ,EG`� 2"EWA.STRIPE \T FROM STRIPE EX) a'WIDE DASHED YELLOW STRIPE 000'N _. 250 MRN.AT INTERSECTION OF TWO f �� E U C a•SO I-NAY REFI MAIM WMRf� P.I. Ml d P.I.:SD'�STOR INTERSEMR—' T{-WIOE BBR�B 'o - H p RASED PAVEMENT MARKERS(TYPE I-C) 100'MN. 100•MN.AT LOCAL INTERSEECCRONS (M STOP . - 3{a Q OI EDGE• SHOUL,• OPT•. I-C __ •. 1:-. '• lEt xiT W MPAKERS AT M•-0'C-C J - + „ ;y E../C:1 1� IN CURVE SECTION -— O 0.0.W. _ - - _- _;WE —,L-- 32�� RO.W. OE 4 WIDE SOLID WHITE STRIPC � I 'E O W PUBLIC2{”WIOE SLID YELLOW STREET STRIPE W{5•(20'-0"C-C) E 0 DIRECTION OF TRAFFIC N4 U R.O.W. _ _-_______—________ -_______ RO.W. 2C WIDE SOLID a'SO.2-WAY REYLECTORIZED WRITE WINE STOP LN __ RAISED PAVEMENT MARKERS(TYPE R C-R) (SEE OETAW OUTSIDE EDGE CROSSHATCHING DETAIL EURB I "A") —�_._ CURB BOX OF STDRA,LENGTH /-4.WID 1" E DASHED WHITE STRIPE /// q — p — IM — s KN — _ •dM — IPF — Y — DIRECTION OF TRAFFIC 32' B' 32' I' R'WIDE SOLID WHITE STRIPE R1 SEE TABLE 1 SOp'R P.C. P.T. SWR P.C. a WIDE SSHIUT W - r — {"WMIE TRAFFIC M ���� MRN.AT INTERSECTION OF • ROAMED MEDIAN - - - - _ 24.WIDE SOLA WHITE BUTTON(NON-REEL.) W W(n P.T. Z'FROM StRIPE Z `J •RI 150 ARE H•-C•LEC F'1110- .•..0 '.L 100 MM. Of HO CC Z I 100'MM.AT LOCAL INTERSECTIONS �e�L -.—L,, Q 0 Q Y SEE DETAIL fro" ao' No�N 1 TB"1 ' �.RIDE DASHED WHITE STRIPE fi `� W CURB _24'WIDE SOLID CURB % w/ W111TE STOP LNE • " • o w m W Z R:ow: D Z R R.O.W. 0.'S0.PAVEMENT MARKER, U� IX OUTSIDE E.O.T. Q2 (TYPE I-C OR TYPE R C-R) OR SHOULDER O J G TYPICAL MEDIAN SECTION 2"FROM STRIPE O W STHEEI MO REVISIONS DATE NATE '''''''T'"U- (i)Fat INTERIM RENEW ONLY _ aouOOnOR.,wcomNETE. RP NTOFm NTOSD FHARRta11O1. yRl��,..I( M It. MONEER NNE TD // LnuKA �L+`N T MARKING DETAILS(1 OR 2) Glu R,: 42 M NONE !RAMC D toot:PM ssnnll!!((/rr1116a S SHEET 72 of 75 RECORD MOM N0. 4 1 aTr PROJECT/ ienii= camomrs SHEET NO inainnal1 al ...0*‘..---• .-- ger•••••••••••••••••••• _. . _ ••/•••••..•••• t.....T7.),;;;‘,,, !II1 SIGNSLPPORT.DESGRIPT2E CODES EONlEOUIRSO CL,EARANCE, SIGN LOCATION TRIANGULAR SLIPIIASE INSTALLATION GENERAL REQUIREMENTS • T ' ......';'!, of .............. •.,......., i;lariiis-,456,t St RD SON ASSN TO 71 01-94101I i,%---‘1,, wc - 'Tli..".•&F,..-.-.•-•-- '' fisi;o4 .,,,,.. ‘CP:P' -C23/2023 ....-------„,r — ; LI ...... /leaa•WK.:*no megrim Prosar '''''' 4.5"2011,11117 m,..,1 ...,111=" X= —,-_::_-__ ... • --.... , - ...........\,,:„ n 7r.Orviva SWIM,In..11••mr ). ...,,_,„... -- ........fl„..., -- nr.i.-'1-iLi-%27.2-r-- riz-.7.4.-.."?...1-76=1 Ei...F.S.+•-•-•-7•4'z=" Fil:giraTAE47*- 1 trzia, --7..-LI..T.-..:-..-••-•••-•- 147=';';`-'7••=1---.:-.1;--tr,.:=- = 1 Trzrda,ja« I '''!"'"!---- :•.;•:•.:--.-.............. ,„- ....,, ••••16 MAI= IP LI jor""•.:;.,7"'.......411%:=.71,::::romr,:mrso• 0 q , ..."----.. hi `Zr."7,1•53.4:1"1"*=.1=ZZZ:Z""""' 1 = WI ...................,... e ••••• ". 1_ I ....,__,......-__:_____._.._ . . . ..._ __ , •••*woe ....mom -e•mmill Ni: .......,,,....-_,ill = - ..:=.•••=m------........,.................... 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SMOISLIP-3/-01 FRIIME: ": SMOISLIP-21-011 g ,.... ....-.... • Am - •A•-•-•.ad ,.....m.-.=4- aa•=4:4 ...a:t.J ................. .._.........._... .... • --,,,,-,-.....7.- nr„slaa....., .......F,--'' - -- --: I., ER111.0 4L•111.1 Sh:MI I NOM" i.; _. .]:... : .11 Ltr:r1=7 •.. =Ise MN. - 5 RSECoRDHEE T DRAT3 Nycol.075 ' g S icin PRWECI,f_ rii CpI51A7ANrs sHECr NO . .17...... a. <....�eawa.T 4T T7.i. 81 Wedge Anchor Universal Anchor System 7:":7-1-.-.::--r...1=--.7.:=- ._ _ _ _ {�� Universal Anchor System -_— � �` •- ,'* .I � Steel System with Thin-Wailed haitq Poet .=...7.,"%.".=:::::::=.777:' - _ - 0 •Nth Floergloss Reinforced Plostlo IFRPI Poet R=17=:=27,:...:".7.1==w+n °�- SVARTH• E!f _ l =1.- " r M y -• .:r w-r -- 1 iii te _ - wn . X_. 44}1.framli e l t .517,r7.1717.ii:S':_ I--r::::-"••-—-.r.---: I 3 — ft ri•-:.7.--▪--ITE I 2.:-:..-::.i tfe..4... :.'€:I 7415':..- hi r,:t... ... ...— I .�- °® - _ .' - _ iH -' - ( -r yr_. BOLT-DOFN DETAILS- . ...... "-.'v'^.. ^ !'Igr11 ,F' _...edge Anclpr - °�M Tp�T�1T�t�pf r:. ..'ice..-�`i-•-_�'W.-..•,'.•_"^ 1•• 5� ,. �.:.,.�..w.+.� ! ;,-A 4 lilt High Density -- - _ • " 11 lA'57:5"-±147,i7....:=7....7::=.... _� ._w ". Fu • • �Yom _ �J� ..__— _....- � � 6 X YernYle� T °1 T C OPEN SW.. ` . _._._ .............-..._ ..__"__' .. _.' �..._w.... r� 17::0_---! e O C im _ �_.....__..-..... g I , .l_I_.na.,_-aWa....l.•.—�.....•m_..Amts 741_ _ ": �° . ..}11 ' I��` _'.._=i-- �a .,..._ o- jiI �. C - - ...._.....-..^«,- Cw _-,^.,^ '.`"",,^,`.'z r�i,r Ty`i cal Sipl Mov.ting D.tdll,........ i ,yr fx RP support with Single Sign for FRP Support•Itn pmk-to-Baok Signs ~......,. W ,'Yw• i.'6y N .. rFn_�..rte........ -1=''''''Nq,p �i:rr t �/I�/�`F f4.%"'-:--- .....,. .,..,. .. r..........,. "` K cn •� -- 51411 MOUNTING DETAILS 'e ` „�,r SIDS MOUNTING DETAILS 5 U a r.r_w_... SMALL ROADSIDE SIGNS ,I�SWI •-_ �-..31 1F SMALL ROADSIDE SIGNS E WEDGE I UNIVERSAL ANCHOR ! -' 'h•.6' UNIVERSAL ANCHOR SYSTEM C. i_.._r_..._O._..._.w-.e.... WITH THIN WALL TUBING POST i WITN FRP POST E' SNDITOT 1.08 ..rt.....'.{. - _ SMD IFRPI-g1 z H C if a -__- - ._. I-- c) 0 o -I) T.DF T I U n : 1 SWEET NAM SI LI as A.. CO mem CROSS NWT Mq z Z w N c t .Wear n U va 13 C-9 u_ � V 0 0 I1 YV 1.1.1 Z N 5TREFT SIGN �'� ny m MOUNTING TIFTAII I D w ° Uf4 O= •. RIF.) ' I Z (i) Y •- 0 0 Fn STRUT SN*!BRACKET ..•aacc.w d.•a.am b r_ aas+ _... ....._1,.....—.).,,,.. rz STANDARD STREET 3 SHEET 74 of 75 NAME SIGN RECORD OKAYING NO. CONSTRUCTION DETAILS ...... ' ..• - I ; CIIY PROJECT/ Exhibit 4 Wastewater Collection Line Description Unit Qty Unit Price Total Value of Item 12'SDR-35 PVC Pipe LF 3075 $150.00 $461,250.00 4' Diameter Manhole EA 10 $20,000.00 $200,000.00 Dewatering LF 3075 $80.00 $246,000.00 Embedment LF 3075 $10.00 $30,750.00 OSHA Trench Safety LF 3075 $5.00 $15,375.00 Sub-Total: $953,375.00 Portion of Engineering: $61,969.38 Portion of Contingency: $47,668.75 Total: $1,063,013.13 50% Reimbursable: $531,506.57 Wastewater Credit (Commercial; $91,836.76 Wastewater Credit (Residential) $83,056.46 Total Wastewater Credit $174,893.22 Total Reimbursement from Trust Fund: $356,613.35 Exhibit 5 City of Corpus Christi,Texas Dctrncnt or Development Services City of P.O.Box 9277pm Corpus Christi,Texas 78469-9277 _ Corpus (361)826-3240 _ Located at 2406 Leopard Street = 'Christi (Corner of Leopard St.and Port Ave.) 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". NAME: MPM DEVELOPMENT, LP STREET: P.O. BOX 331308 CIT.: CORPUS CHRISTI zip: 78463 FIRM is: ❑Corporation X Partnership ❑Sole Owner ❑Association ❑i Other DISCLOSURE QUESTIONS If additional space is necessary, please use the reverse side of this page or attach separate sheet. 1. State the names of each "employee" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named"firm". Name Job Title and City Department(if known) N/A N/A 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3%or more of the ownership in the above named"firm". Name Title N/A N/A 3. State the names of each "board member" of the City of Corpus Christi having an "ownership interest" constituting 3%or more of the ownership in the above named"firm". Name Board,Commission,or Committee Mossa Mostaghasi Capital Improvement Advisory 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 ownership in the above named"firm". Name Consultant N/A N/A CERTIFICATE I certify that all information provided is true and correct as of the date of this statement,that I have not knowingly withheld disclosure of any information requested; and that supplemental statements will be promptly submitted to the City of Corpus Christi,Texas as changes occur, Certifying Person: MOSSA MOSTAGHAS) — Title: GENERAL PARNTER (Print) '%� Signature of Certifying Person:`;�' Date: 8-18-23 ---7,--- K'`.DP.VELOPME TSVCS'SHARFD'+LAND DEVELOPMENNT,ORDINANCE ADSIRt1S1RATIONAPPLICATION FOR.IS*FORM.S AS PER LEG AU2O128DISCIASCRE OF INT FR€STS STATEMENT'27 12.D OC