Loading...
HomeMy WebLinkAboutC2023-287 - 9/19/2023 - ApprovedWATER ARTERIAL TRANSMISSION AND GRID MAIN CONSTRUCTION AND REIMBURSEMENT AGREEMENT STATE OF TEXAS § COUNTY OF NUECES § This Water Arterial Transmission and Grid Main 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 Arterial Transmission and Grid main extension ("Water Improvements"); WHEREAS, under the UDC, the Developer/Owner is eligible for reimbursement of the Developer/Owner's costs for the construction of Water Improvements; WHEREAS, it is in the best interests of the City to have the Water Improvements be constructed to its ultimate capacity under the City's applicable Master Plan; WHEREAS, Section 8.5.1.C. of the UDC authorizes the acceptance of applications to be eligible for reimbursement in the future when certain funds become fully available in the Arterial Transmission and Grid Main Line Trust Fund and are appropriated by the City Council; and WHEREAS, Developer/Owner has submitted an application for reimbursement of the costs of extending Water Improvements as shown in Exhibit 2, the content of such exhibit being incorporated by reference into this Agreement. WHEREAS, the Water Arterial Transmission and Grid Main Trust Fund does not currently have sufficient funds to fully reimburse Developer/Owner for Water Improvements; and WHEREAS, Developer/Owner may be paid when assets of the Water Arterial Transmission and Grid Main Trust Fund are sufficient, authorized for such purpose, and Developer/Owner has priority per UDC §8.5.1. C. 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 Water Trust Fund pursuant to UDC §8.5. The City is acting as trustee to further its governmental functions of providing water and sewer service. Texas Constitution Article 11, Section 3 prohibits the City from Standard Forrn Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 1 of 8cANNED becoming a subscriber to the capital of any private corporation or association, or make any appropriation or donation to the same, or in anywise loan its credit. As such, the City's participation as Trustee does not create a loan of its credit. Execution of this agreement constitutes a promise to pay only to the extent that the assets and future assets of the trust are sufficient for such purpose and it is expressly agreed that any judgment will only be satisfied out of the assets of the trust and not out of the City's assets. The City is excluded from personal liability. b. The Water Arterial Transmission and Grid Main Trust Fund was established by Ordinance No. 17092 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 Water Arterial Transmission and Grid Main 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 Water Arterial Transmission and Grid Main Trust Fund. The City is not liable for modification or termination of the Water Arterial Transmission and Grid Main Trust Fund. The Developer/Owner agrees that any modification or termination of the Water Arterial Transmission and Grid Main 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 Water 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: Water Distribution (Arterial Trasmission & Grid Main) Description Unit Qty Unit Price Total Value of Item 12" PVC Waterline LF 4684 $112.00 $524,608.00 12" Gate Valve and Box EA 16 $5,300.00 $84,800.00 Connect to Existing EA 2 $5,000.00 $10,000.00 Fire Hydrant EA 16 $8,200.00 $131,200.00 2" Blow -off EA 2 $5,500.00 $11,000.00 12" Restrained Joint Waterline LF 238 $500.00 $119,000.00 Vertical 22.5 Degrees Bends EA 6 $2,500.00 $15,000.00 Vertical 45 Degree Bends EA 10 $2,500.00 $25,000.00 Dewatering LF 789 $80.00 $63,120.00 Sub -Total: $983,728.00 Portion Of Engineering: $127,884.64 Portion of Contingency: $98,372.80 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 2 of 13 b. The plan must be in compliance with the City's master plans. c. The plans and specifications must comply with City Water Distribution Standards and Standard Specifications. d. Before the Developer/Owner starts construction the plans and specifications must be approved by the City's Development Services Engineer. 3. REIMBURSEMENT a. The cost for the Water Improvements Tess $122,132.84 lot/acreage fee credit is $1,087,852.60. Subject to the conditions for reimbursement from the Water Arterial Transmission and Grid Main Trust Fund and the appropriation of funds, the City will reimburse the developer, the reasonable actual cost of the Water Improvements up to an amount not to exceed $1,087,852.60 as shown in the attached Exhibit 4, the contents of such exhibit being incorporated by reference into this Agreement. b. Subject to the conditions for reimbursement from the Water Arterial Transmission and Grid Main Trust Fund per the UDC, this agreement, and the appropriation of funds, the City agrees to reimburse the Developer/Owner on a monthly basis upon invoicing for work performed. The submitted invoice shall be deemed administratively complete by the City prior to payment. The reimbursement will be made no later than 30 -days from the date of the City's administrative approval of the invoice. Developer/Owner shall submit all required performance bonds and proof of required insurance under the provisions of this Agreement. 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. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 3 of 13 . Total: $1,209,985.44 Water Credit (Commercial) $84,120.37 Water Credit (Residential) $38,012.47 Total Water Credit $122,132.84 Total Reimbursement from Trust Fund: $1,087,852.60 b. The plan must be in compliance with the City's master plans. c. The plans and specifications must comply with City Water Distribution Standards and Standard Specifications. d. Before the Developer/Owner starts construction the plans and specifications must be approved by the City's Development Services Engineer. 3. REIMBURSEMENT a. The cost for the Water Improvements Tess $122,132.84 lot/acreage fee credit is $1,087,852.60. Subject to the conditions for reimbursement from the Water Arterial Transmission and Grid Main Trust Fund and the appropriation of funds, the City will reimburse the developer, the reasonable actual cost of the Water Improvements up to an amount not to exceed $1,087,852.60 as shown in the attached Exhibit 4, the contents of such exhibit being incorporated by reference into this Agreement. b. Subject to the conditions for reimbursement from the Water Arterial Transmission and Grid Main Trust Fund per the UDC, this agreement, and the appropriation of funds, the City agrees to reimburse the Developer/Owner on a monthly basis upon invoicing for work performed. The submitted invoice shall be deemed administratively complete by the City prior to payment. The reimbursement will be made no later than 30 -days from the date of the City's administrative approval of the invoice. Developer/Owner shall submit all required performance bonds and proof of required insurance under the provisions of this Agreement. 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. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 3 of 13 . The City agrees to conduct periodic inspections and approve the progress of the work at key points during construction. 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 at a time when there has been a partial completion and partial payment for the improvements, then the City shall only reimburse Developer/Owner for its costs that were legitimately incurred towards the completion of the improvements that have been inspected and accepted by the City up to the time that there is an uncured default by the Developer/Owner. 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 Water Arterial Transmission and Grid Main Trust Fund, that reimbursement will not be made until such funds are available, appropriated, and Developer/Owner has priority per UDC §8.5.1. Pursuant UDC §8.5.1. C., 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 Water Arterial Transmission and Grid Main Trust Fund. Payments may be made when monies are available in and appropriated from the Water Arterial Transmission and Grid Main Trust Fund and the Developer/Owner has priority in accordance with UDC §8.5.1. C. c. If the developer is owed funds from the Water Arterial Transmission and Grid Main 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 §8.5.1. C. The amounts credited will be deducted from the outstanding amounts owed to the developer by the Water Arterial Transmission and Grid Main 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 water line for which the credit was given, and an extension of the line was not required to serve the land. 5. DEVELOPER/OWNER TO COMPLETE IMPROVEMENTS Developer/Owner shall award a contract and complete the Water 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: Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 4 of 13 1. If to the Developer/Owner: MPM Development, LP P.O. Box 331308 Corpus Christi, Texas 78401 2. If to the City: City of Corpus Christi Attn: Director, Development Services Department 2406 Leopard Street 78401 P. O. Box 9277 Corpus Christi, Texas 78469-9277 with a copy to: City of Corpus Christi Attn: Assistant City Manager, Business Support Services 1201 Leopard Street 78401 P. O. Box 9277 Corpus Christi, Texas 78469-9277 b. Notice may 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 Water Improvements in compliance with the City's UDC, the City's Infrastructure Design Manual, and ail 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 Water Improvements, Developer/Owner shall acquire and dedicate to the City the required additional utility easements "Easements", if necessary for the completion of the Water Improvements. If any of the property needed for the Easements is owned by a third party and Developer/Owner is unable to acquire the Easements through reasonable efforts, then the City may use its powers of eminent domain to acquire the Easements. Developer will be responsible for cost of acquisition, payable from the reimbursement agreed to in this agreement. 9. PLATTING FEES Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 5 of 13 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 or obligations under this Agreement. If this Agreement calls for review or inspections by the City, then the City's reviews or inspections must be completed thoroughly and promptly. 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. 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 Water Improvements under the approved plans and specifications. e. Developer/Owner's contractor fails to complete construction of the Water Improvements, under the approved plans and specifications as provided in section 4 of this agreement. Either the City or 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 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 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 6 of 13 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 Developer/Owner. Developer/Owner shall pay to City the reasonable and necessary cost of the performance within 30 days from the date Developer/Owner receives notice of the cost of performance. In the event that Developer/Owner pays the City under the preceding sentence, and is not otherwise in default under this Agreement, then the Agreement shall be considered in effect and no longer in default. f. In the event of an uncured default by the City after the appropriate notice and cure period, the Developer/Owner has all its remedies at law or equity for such default. 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; epidemic; landslides; lightning; earthquakes; fires; hurricanes; storms; floods; washouts; droughts; arrests; civil disturbances; explosions; or other causes not reasonably within the control of the party claiming the inability. b. If, by reason of force majeure, either party is rendered wholly or partially unable to carry out its obligations under this Agreement, then the party 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 Water Improvements contracts for testing services, and with the contractor for the construction of the Water Improvements must provide that the City is a third -party beneficiary of each contract. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 7 of 13 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 WATER IMPROVEMENTS. Upon completion of the construction, dedication of Water Improvements will be subject to City inspection and approval 18. WARRANTY Developer/Owner shall fully warranty the workmanship of and function of the Water 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 loss or damage of any other kind whatsoever, to the extent any injury, damage, or loss may be incident to, arise out of, be caused by, or be in any way connected with, either proximately or remotely, wholly or in part, the Developer/Owner's failure to comply with its obligations under this agreement or to provide city water service to the development, including injury, loss, or Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 8 of 13 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, Toss, violation, exercise of rights, act, or omission is caused or is claimed to be caused by the contributing or concurrent negligence of indemnitees, or any of them, but not if caused by the sole negligence of indemnitees, or any of them, unmixed with the fault of any other person or entity, and including all expenses of litigation, court costs, and attorneys fees, which arise, or are claimed to arise, out of or in connection with the asserted or recovered incident. This indemnity specifically includes all claims, damages, and liabilities of whatever nature, foreseen or unforeseen, under any hazardous substance laws, including but not limited to the following: (a) all fees incurred in defending any action or proceeding brought by a public or private entity and arising from the presence, containment, use, manufacture, handling, creating, storage, treatment, discharge, release or burial on the property or the transportation to or from the property of any hazardous substance. The fees for which the developer/owner shall be responsible under this subparagraph shall include but shall not be limited to the fees charged by (i) attorneys, (ii) environmental consultants, (iii) engineers, (iv) surveyors, and (v) expert witnesses. (b) any costs incurred attributable to (i) the breach of any warranty or representation made by Developer/Owner in this agreement, or (ii) any cleanup, detoxification, 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. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 9 of 13 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 INTERESTS Developer/Owner agrees, in compliance with the Corpus Christi Code of Ordinance Sec. 2-349, to complete, as part of this Agreement, the Disclosure of Interests form attached hereto as Exhibit 5. 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, signed, notarized and filed with the City. For more information, please review the Texas Ethics Commission Rules at httds://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 needtofile a Form CIQ, please review the information on the City Secretary's website at htto://www.cctexas.com/government/city- secretary/conflict-disclosure/index 24. AUTHORITY. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 10 of 13 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 shall be executed in one original, which shall be considered one instrument. *This Agreement becomes effective and is binding upon, and inures to the benefit of the City and Developer/Owner from and after the date that all original copies have been executed by all signatories. Remainder of page intentionally left blank; signature page to follow. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 11 of 13 EXECUTED IN ONE ORIGINAL this 20 day of D1• z 1cw.. , 2O2 ATTEST CITY4 ORPUS C RISTI 0 (' a J. j:ymond III, AIA, CBO sire -tor � Development Services Rebecca Huerta City Secretary V, °(-6" 1 ©3311 AUT O« sr rou CIL APPROVED AS 1/ga ,L FORM: /2-2d-23 Buck Brice Deputy City Attorney For City Attorney (Date) Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 12 of 13 STATE OF TEXAS § COUNTY OF -GVLld. DEVELOPER/OWNER: MPM Development, LP P.Q. Box 331308 Corpus Christi, Texas 78 By: Moses General Partner asl This instrument was acknowledged before me on _ �'^"' , 20 , by Moses Mostaghasi, General Partner of MPM Development, LP, a General Partner, on behalf of said corporation. CYNTHIA BUENO ID# 1178588-3 Notary Public Iy STATE OF TEXAS My Comm. Exp. 11-04-2023 Standard Forrn Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Notary Public's Signature Page 13 of 13 QUIDDITY ENGINEERING Job No. S0870-0123-00 1 Pu LOCATION MAP SCALE. 1" • 3000' UTILITY LEGEND PROPOSED WASTEWATER PROPOSED STORM SEWER • PROPOSED WATER -8 -07-+- EXISTING OVERHEAD ELECTRIC -rAa-G5- EXISTING GAS Farm Rural District Farm Rural District ROW DEVIL ENGINEER & LAND SURVEYOR 13 QUIDDITY -Imr_r ""'.=" ,,'"'.e',"W,tiM«.1,P.e4.559 CONTACT: Joseph E. 78,4 V. PEN CONTACT: Troy A. Ir0b4ugl, RPL5 STARLIGHT E5TA1E5 UM' VOL 89, PC. 35-36 1.140 ACRES GRANTEE: CORPUS CHRIST) ISLAND /WARMER T5 VILLA MANAGEMENT CROUP, LLC DOC/12221027229 0.224 ACRES -� LIFT STATION \ CITY Of CORPUS CHRISTI 90042017043990 1.140 ACRES -' GRANTEE: USA ANN LANDERS OOC420116048653 8.26 ACRES DRAINAGE ROW DOC/2017043998 Q /NDEX464P Exhibit 1 YORKTOWN BLVD- LIR IMAYeOP6C LOT 1 19.938 AC 868,526 SF 8.00 ACMES GRANTEE CORPUS CHRISTI ISLAND APARTMENTS VILLA MANAGEMENT GROUP, LLC DOC[2031027229 R 5.003 ACRES WARRANT!' USED MAY 14. 2021 GRANTEE MELANIE VIUNIREAL JENNINGS D0C12021026118 LOT 5 3.555 AC 154,853 SF 11.00 ACRES GALLO, CORPUS CHR1S11 ISLAND APARTMENT 000.2021021291 4M� 021291 •i%i/////////////i///i/ii///////ii///.////Tui//ii/ilii//iiiiiiii/i/ii//iii• AO 1.0 150' 5! it 11.8 a0 An P•. LOS CHICOS DRIVE MAPACHE PASS 12.0' 12.0' •A' 4011010 AO I 12.0' i 13,7 403V-44.144141.0 -�rv, v,-Pn-rvl-m-ln nn LOT2 28.374 AC 1,235,962 5F LOS CHICOS DRIVE LOT4 40.138 AC 1,748,407 SF PASS o 1e LOT 2 ly 056 ACRES PPM DEVELOPMENT LPI 00C N0. 202202557. O.R. PORTIONS OF LOTS 9 & 10 70.731 ACRES WPM DEVELOPMENT LP 00C. No. 2022035657. O.R. LOT 12 7 07 ACRES MPM OEVELOPMENLPf DOC, 20220247 .3R 401.. OWNER 10:534011 14.634 ACRES (CALLED) PM DEVELOPMENT LP DOC. No. 2022025556. OR 30T 13 DOC rm. 70E7074773, LUT 3 20.21 ACRES CITY OF CORPUS CI OL 2209, PG 244 5.0 I AIY I 1.0' ROW 72.0' 12.01 8.0' 3.0' 80.0' ROW OSO PKWY (FROM YORKTOWN BLVD TO STA 24456) LOT 12 5.79 ACRES PM DEVELOPMENT LP DOC. N. 2022024773. OWNER 10:534011 LOT 4 16.68 ACRES 711 OF CORPUS CHRISTI /JL. 2188. PG 326 0.0.12. LOT 5 19.07 ACRES CITY OF CORPUS CHRIST VO. 2166, PG. 450. 13.0' 14.0' 13.0' 4.0' 50' 1.0' 80.0' ROW OSITO WAY (FROM YORKTOWN BLVD TO LOS CHICOS DRIVE) OSITO WAY (FROM LOS CHICOS DRIVE TO MAPACHE PASS) ROW 1.0' I 5.0' 1 4,0' 1 12.0' i;AP.- ,.iisviii/iiiiiiiiiiiii,i PRELIMINARY PLAT OF 050 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: Jury 14, 2023 0 100 200 300 SCALE: 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 TIE 050 CRUX. THE TOQ HAS CLASSIFIED THE AQUATIC LIFE USE FOR THE OSOCREEKAS'EXCEPTIONAL' AND 'OYSTER WATERS'. TOO ALSO CATEGORIZED THE OSO GREER AS 'CONTACT RECREATION' USE. 1. THE BEARINGS,DISTANCES, AREAS AND COORDINATES SHOWN HEREON ARE TEXAS COORDINATE SYSTEM GRID, SOUTH ZONE (NAV)). 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 NAVVY 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 PUTTED AREA CONTAINS 103.299 ACRES OF LAND INCLUDING STREET DEDICATION. 7. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP, PANEL 4835507,40G, DATED OCTOBER 13. 2022, PORTIONS OF THIS TRACT ARE LOCATED IN UNSHADED ZONE 11' & SHADED ZONE .01. 8. 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 BY SEPARATE INSTRUMENT SHALL BE RECORDED AND LABELED ON THE FINAL PLAT. 11. EACH LOT WITHIN TH6 PLAT SHAH CONFIRM T020N1 DEVELOPMENT 0is STANDARDS (90.3.31 THE FINAL PLAT 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 SITE5, MULIFFAMILEDUCATIONAL AND SINGLE FAMILY DEVELOPMENT. SINGLE FAMILY DEVELOPMENT PMENT ANTI IPATED TO CONTAIN APPROXIMATELY 6.515 UNITS PER ACRE. THERE ARE NO EXISTING DRAINAGE STRUCTURES ONSITE. THE SITE LS PROPOSED TO OUTFALL TO THE EAST INTO OSO CREEK 13. THE PROPERTY 5 NOT IN THE AIR INSTALLATION COMPATIBLE USE ZONES (AICUZ). 14. THE MIRE PROPERTY LIES WITHIN THE QTY LIMITS OF THE CITY OF CORPUS CHRISTI. 15. THE STARRY ROAD ROW WITHIN THE PLATTED AREA WILL BE VACATED. ROW 16.0' 12.0' 12.01 8.0' MIDMIX 80.0'ROW OSO PKWY (FROM STA 24056 TO MAPACHE PASS) OPPNCT OFTICYI PUBIC PECDI109 ?MEM COUNTY TX MKT DEEM MOORE NUECES COUNTY 1X MKT MAP MOMS NIECES COUNTY TX T SET 1/2 INCH ETON ROD (W/COP STAMPED 'JOIBS CARffllj •R FORM I/2 INCH IRON NCO FOUND Px-NNA 50 YAM 180 YR R1*000fNT (SEE NOTE 5) FR IE - LIN EASEMENT Q ---- MEOW EAY1100 DE ---- DRANNOE EASEMENT WE ---- MSRWMTEF EA50.100 WIE ----- wmBNE EASEMENT PUT BOUNDARY SEE SHEET 6FOR LINE AND CURVE TABLES a4SFrf ace O 0 LLJ r7 N 'IJ\ LI zz LD Z 06 W z tal C 5 O LOCATION MAP SCALE 1" • 3000' LEGEND YARD REQUIREMENT EXSITINC EASEMENT PRE -DEVELOPMENT FLOW ARROW POST -DEVELOPMENT FLOW ARROW PUT BOUNDARY UTILITY LEGEND — — PROPOSED WASTEWATER — SB — PROPOSED STORM SEWER — w — PROPOSED WATER mc p' +— EXISTING OVERHEAD ELECTRIC —545—ru — EXISTING GAS CIVIL ENGINEER & LAND SURVEYOR L3 QUIDDITY CONTACT: Joseph E. York V, PEA CONTACT: Troy A. Trobaueh, R. 25' Wide Right -of -Way Dedication— — Is Contingent on Sales Agreement with City o/ Corpus Christi t Existing 12-- — rWotrrline 1 Connect Prop 12"Water6Ne to 4 Existing 12' Waterline 9 0 50 100 200 300 SCALE: 1' = 100' 25' Enda Right -of -Way 15' Wide Utility Easement Easement Doc. 12006015519, ._ -Doc. /2008015519, ''+C+E= OPR8 CT. _� - O.P.R.B.G7.-YORKTOWN BLVD- (m0OWt61 _ f—Ib'ROW�ILTILIATE) PI --- 2-"' 5 6171'16' f 190229' ate=965 a Pe) =cA,f- .PES_ —4 5,61 E 68646 15' W164 Utflty L2 Easement 000. /2008015519, O.P.R. .C.T. 0' 5' Of -f'EE—e.. In -ti 1 ,:::„ v / \ J 1 1 y I011, � j1. \.1 ''' ”- / C 5' UE j r — / n 1 ---,51. \is \r. -1 ,"( c:i\ t 00 5/ V 5' UE S'W1E(BEOIN/ 20. III III , SII , / \ f / 4 / 5'UE- n LOT1 f-\ �_ ,� X12 `, / 19.939 AC {--_-- l (_ i, ( 868,526 SF _1 51-_-_/ \�—� C IN.. 20' TO CL PUBUC ROW STARRY ROAD Vol. 'A' PG 41-43 SEE SHEET 6 FOR LINE AND CURVE TABLES /1 / 5 50'YR 5 IIt14T0" W Ips. J6' 091 ill �II ^II Cse x'99}8I'- 1' 50'YR 15' Wide Utility Eosement Doc. /2008015519, 0.P.R.B.C.T. 10'WWF 10 PEDESTRIAN EASEMENT(9F51N) 1 111 11' 111 111 1 11 II 8 10' WIVE 'EE UE 50'YR LOT2 28.374 AC 1,235,962 SF -13- 10' PEDESTRIAN EASEMENT (END) \ sv SD YR LOS CH/COSOR/VE EE AAAA-.- (QPM�L/CROW/— s -, / 10 OF 10' WWE N 617455" W 66511 5 6179'06' E 4%O9' _ >! S 5 61798E"E 546.09' 4-N 617956"W49609' 5'WLE-T' 5'UE UE LOT4 5'EE 40.138 AC SEF 1,748,407 SF 50' .T2 QNB 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 1. TOTAL NUMBER OF BUILDABLE LOU: 4 2. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE O50 CREEK. THE 7CEO HAS CLASSIFIED THE AQUATIC LIFE USE FOR THE 050 CREEK AS "EXCEPTIONAL' AND 'OYSTER WATERS". TCFQ 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 (08513), 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 1.0000(. 4. ALL ELEVATIONS SHOWN HEREON ARE NAVE/116 DATUM, AS DETERMINED BY GPS OBSERVATION. 5. THE YARD REQUIREMENT, AS DEPICTED, 15 A REQUIREMENT OF THE UNIFIED DEVELOPMENT CODE AND IS 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 FAP, PANEL 4835500540G, DATED OCTOBER 13, 2022, PORTIONS Of THIS TRACT ARE LOCATED IN UNSHADED ZONE "X'& SHADED ZONE 'X'. B. 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 ROW. EASEMENTS DEDICATED BY SEPARATE INSTRUMENT SHALL BE RECORDED AND LABELED ON THE FINAL PIAT. 11. EACH LOT WITHIN THIS PLAT SHALL CONFIRM TO ZONING DEVELOPMENT STANDARDS IUDC4.3.31 THE FINAL PLAT IS REQUIRED TO BE CONSISTENT TO THE ZONING DEVELOPMENT STANDARDS. 12. THE DEVELOPMENT, CURRENTLY MOSTLY UNDEVELOPED WIEN 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 OE VNT 15 ANTICIPATED TO CONTAIN APPROXIMATELY 4.5.5 UNITS NIT5 PER ACRE. THERE ARE NO EXISTING DRAINAGE STRUCTURES ONSITE. THE SITE LS PROPOSED TO OUTFALL TO THE EAST INTO 050 CREEK 13. THE PROPERTY IS NOT IN THE AIR INSTALLATION COMPATIBLE USE ZONES (Ana). 14. THE ENTIRE PROPERTY LIES WITHIN THE CITY LIMITS OF THE CITY OF CO PUS CHRISTI. 15. THE STARRY ROAD ROW WITHIN THE PLATTED AREA WILL BE VACATED. LEGIEW OMR DT arFKML PUBLIC RECORD'S 00103 COUNTY 1X ONCT DEED RECORDS NIECES 031141Y TX MULCT IMP RECORDS NUECES COUNTY TX "B. SR 1/8-150? NON ROD MX* 6TAYP0D "JONES FODUD 151 -NCR IRON ROD "7 YR YARD REQUIREMENT (SEE NOTE 5) LE UTILITY EASEMENT EE ELECTRIC EASEMENT OUDRMNACE EASEMENT NNE WASTEWATER EASEMENT VILE w TERUNE EASEMENT CAVIL ENGINEER & LAND SURVEYOR PRELIMINARY PLAT OF ° S0 00 200 300 OSO CREEK CORNER PHASE 1 - V XI ' . ` , r Y To1CONTACT: QUIDDITYSCALE: 1" = 100' 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 14 00;N.e"o:e.t.':ioo i'.,":He b' 7:ne w:iio41111'0' BLUFF AND ENCINAL FARM AND GARDEN TRACTS, IN VOLUME Joseph E. York 6, PE "A", PAGES 41-43, MAP RECORDS, NUECES COUNTY, TEXAS, CONTACT: Troy Trab4u8h, RPLS CORPUS CHRISTI, TEXAS _ `-- DATE OF PRINT:IuN 14, 2023 0 ..L"- . )7,I— 25' WIBA Right -oE-Way _-y-:...-L....,-).... Easement — -Easement _ ljx Doe. /2006015519. l �-� / \,,,--- -- �� — - x D«, /2006015519, YORICTOWN BLVD- (VROWFX1820/0 O.PR.B.C.T, -,� OPRBCT. -' _ — — SDWILMT �� 6` YDA-�As.L— cAs SHEETSNE ET 3 6174.0'LFE 7AA1P91_ Gs _. w cA�_11 - 1S __ 6T1I6"E 996Y__l_y__�_ All IANLOCATION G MAP 5'EE 7 \` SCALE: 1' • 3000' LEGEND 50'74 y I B f \ ' \ SHEET SHEET i G O3HEEr8 p — - - — YARD REQUIREMENT r- 1R-" \ / l I , EXSMNG EASEMENT .- 1 1 A- 1 N n --- LOROW PRE -DEVELOPMENT ARROW / POST -DEVELOPMENT FLOW ARROW T OS/TO WAY BzB I5' E 5&2 l \ 1--. 1 KEY MAP ` \ GENERAL NOTES / \ 1 1. TOTAL NUMBER OF BUILDABLE 1005:4 2. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS ( \ '" \ PROPERTY IS THE OSO CREEK THE ICED HAS CLASSIFIED THE AQUATIC LIFE QUIDDITY ENGINEERING Job No. 50870-1 PLAT BOUNDARY I UTILITY LEGEND / \ N j — PROPOSED WASTEWATER I / �` / —S— PROPOSED STORM SEWER `- / — R PROPOSED WATER ___ ,.-. EXISTING OVERHEAD ELECTRIC I 1 h 2 \ USE FOR THE OSO CREEK AS "EXCEPTIONAL" AND "OYSTER WATERS". TCEQ \ �X•\ \ ALSO CATEGORIZED THE OSO CREEK AS "CONTACT RECREATION" USE. J 3. THE BEARINGS, DISTANCES, AREAS AND COORDINATES SHOWN HEREON ' ARE TEXAS COORDINATE SYSTEM GRID, SOUTH ZONE (NAD'83), AS DETERMINED BY GLOBAL POSITIONING SYSTEM (GPS) WITH NGS OPUS POST 10 COS0 ING.THE UNITOi LINEARMFASUREMENTLS U.S. SURVEY l , I FEET. TO CONVERT GRID SECTOR 0 TO SURFACE, APPLY THE COMBINED A1.D0004. 0(10ELEVATIONS STIONSSHOW1ULE HEREON \ \ A. ALL FIFVAT10N54NOWN HEREON ARE NAVO'88 DATUM, AS DETERMINED BY GPS YARDREQUIREMENT. \ \ 5. THE DEVELOPMENT CODE AN I DUBJECT,O CREQUIREMENTTHEONINGF THE UNIFIED Df VELDPMENT CODE AND l5 SUBJECT TO CHANGE AS THE ZONING MAY PORTIONS OF LOTS 9 8' 10 CHANGE. 70.731 ACRES \ , 6. THE TOTAL PLATTED AREA CONTAINS 303.299 ACRES OF LAND INCLUDING MPM DEVELOPMENT LP STREET DEDICATION. DOC. No. 2022035657, O.R. \ 7. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP, PANEL 6110105406, DATED OCTOBER 13, 2013, PORTIONS OF THIS TRACT ARE LOCATED IN " UNSHADED & SHADED ZONE "X". 8. ACCORDING TONE NATIONAL WETLANDS INVENTORY, POTENTIAL WETLANDS EXIST ON SITE. 9. WATER WASTEWATER LOT/ACREAGE AND PARR FEES SHALL BE PAID PRIOR —a. JT- /) \ - GS — GAS - EXISRNG GAS 1 ,r / M \ ` I I ( J L J __ / -----1 10'UE 1 It.. / , ' a 5'EF \ / \ -.--- I SD' I 1 ( \ l \ 5'WLF \ I 11 1110106 O Y " C E E, ' �� 111 TO RECORDATION OF THE FINAL PUT. 15 ALL UTILITY AND TEMPORARY R.O.W. EASEMENTS DEDICATED BY SEPARATE ; ---' �� �� LOT2 9 \ 28.374 AC f �'r 1,235,9625E ( \ / l' -,. / �� ( yU �. I ' / �� _ _ _ /TO / \ 1 / 111 "" t I II 1 111 I 11I II I 11 I1 II 11 / i I N I j 1 INSTRUMENT SHALL BE RECORDED AND LABELED ON THE FINAL PLAT. 10' WWE (' 11. EACH LOT WITHIN THIS PUT SHALL CONFIRM TO ZONING DEVELOPMENT 1 (By Separate 1 \ STANDARDS(UDU.3.3) THE FINAL PLAT IS REQUIRED TO BE CONSISTENT Instrument n( t TO THE ZONING DEVELOPMENT STANDARDS. I By Others) 12. THE DEVELOPMENT, CURRENTLY MOSTLY UNDEVELOPED WITH SEVERAL FARM BUILDINGS AND SINGLE FAMILY RESIDENCES, WILL BE DEVELOPED IN 1 TWO PHASES TO INCLUDE RETAIL SITES, MULTIFAMILY, EDUCATIONAL AND 1 SINGLE FAMILY DEVELOPMENT. SINGLE FAMILY DEVELOPMENT IS I ANTICIPATED TO CONTAIN APPROXIMATELY 4.S.S UNITS PER ACRE. THERE 1 \ ARE NO EXISTING DRAINAGE STRUCTURES ONSITE. THE SITE *PROPOSED METALL TO THE EAST INTO OSO CREEK 1 I 13. THE PROPERTY ISNOT IN THE AIH INSTALLATION COMPATIBLE USE ZONES 1 ` (AICUZ). 1 14. THE NTIRE PROPERTY LIES WITHIN THE OTY LIMITS OF THE an OF 11 1 CHC 'E SP HRISTI. I' 1. 15. THE SP ROW WITHIN THE PLATTED AREA WELL BE VACATED. — 1 I 1 11 LEGEND I s� II 1 III \ / _r 1\'/ \ I \\ \ \\ \ \ \ \ 1 1 1 1 \\ l \ 1 \ ` g, OPNKT OFFICIAL PUKE RECORDS NAMES COUNTY TX pRNCT DEED RECORDS NUECES COUNTY TX YIWLT WP RECORDS NUECES CWNTY T% I" "S Es/22iNCHH'RON ROD °F/CW STAMPED v {FOND I/1 -INCH 1505 RDD TPI(' FOUND PK -NAA M YARD REQUIREMENT (SEE NOTE S) LIE MlM F SFMENI FE ELECTRIC EASEMENT CE --_-_`_ ORAYYfE EASFA1FMr / '1 \\\1 \\ MSEM1W F 1E�F/SELRiQ?EILr F \tel \\ ,J »y A /�/-`\ .. ii' Ory, \� ( ^ — %i...-- '30 gp0 \ 50'Y4 / .� i_��i% /5B1s 61•j5..1 if) .r'?A ✓ \ 5'EE - I _��_�_%5i i� 3y S �\\\ \\ 30'UF 90 d _1 566 01 (55009 66179'M�"C 316.09'8 /j _ �/ 1 N1 c. /ice lJ' \ b B LOS CH/COS -vim - �,� 'p /SUE fa OF G \ • _ss�� _ �� \-+ \ Yt f N 6179'06" W 49609' _ II B 6 190' L/CROH7 �EoE� 0,ii - - 5'EF \ -_ -_� - \\ \ M .F d 7 5'WLE _ 5'U[_ 50'54 s EE� - LOT / j9 40.138 AC +-- SO. m 1,748,407 SF " ". ., SEE SHEET 6 FOR LINE : AND CURVE TABLES K f3 Q�6 i g iv 1 a sJ1zL1 LOCATION MAP SCALE: 1' • 3000' LEGEND YARD REQUIREMENT 10519(NG EASEMENT PRE -DEVELOPMENT FLOW ARROW POST -DEVELOPMENT FLOW ARROW PLAT BOUNDARY UTILITY LEGEND PROPOSED WASTEWATER PROPOSED STORM SEWER PROPOSED WATER EXISTING OVERHEAD ELECTRIC EXISTING 545 CIVIL ENGINEER & LAND SURVEYOR QUIDDITY ..wlor`e ite .. MI•="m"",SAt s'Ain..6611 CONTACT: Joseph E. York V, PE CONTACT: Troy A Trobeu86, RPIS 0.224 ACRES LIFT STATION OF CORPUS 01,4150 DOC #2017043998 I -11 k it II a II 11 w 11111 1=1 I r I 1 �llg I 1111 II��, 1 11 1' nll 14 K ( 6 0 50 100 200 300 SCALE: 1' - 100' 6.00 ACRES GRANTEE: CORPUS CHRISTI ISLAND APARTMENTS VILLA MANAGEMENT CROUP, LLC 00042021027229 1.140 ACRES GRANTEE: CORPUS CHRISTI ISLAND APARTMENTS VILLA MANAGEMENT GROUP, LLC DOC42021020229 TO ACRES cwwrIEE. MC1200604664OERs 3 C Connect to EMating UN Stotlon \ WW Nw— ® om NW 2S'WWE OteSePoorth Instrument ByOthers) 5,003 ACRES WARRANTY DEED MAY 24, 2021 GRANTEE: MELANIE VILLARREAL JENNINGS DOC{2021028116 L �1 10' 1,19ht.of-Wpy� Drdirntbn (By Others) /"\^ 5 00771'E TBS9BY�_ 5 20' TO CL PUBLIC ROW Nam TARRY ROAD Vol, •A' PC 41-43 PG 41-43 m. S. LIF \ LOT 5 \ 3.555 AC _ 154,853 SF \ ) N 677102 ' W 660.78' ,..5, j S--12 LOT 1 ei\'4 I ` ? CORPUSACHR 50 CRES CALLED 11.ill lI '� / APARTMENT 00420LA0.P.R MANAGEMENT ��� 1 \ 1,1 lr�t SEE SHEET FOR LINE AND CURVE TABLES ( J /n 40' (ROW) PUBLIC ROAD TO BE RELEASED L S 286034' 16 1306 79' LOT 40.138 AC 1,748,407 SF 5o' FR F T5. - - ALWA� OR-- EPS— 019 --�_ (BO'PUBUC ROM - -�-1n0 SO' 10'UE 020 � x\19 22 IS'WWf LOTinstrumento 2 19.056 ACRESVECALLED By Others)t M. 6 DEVELOPMENT LP DOC. No. 2022025557. 0.6.` � ""- "'� \ 911SET4QNB 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 Z. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY S THE OSO CREEK. THE TCECL HAS CUSSIFIfD THE AQUATIC LIFE USE FOR THE OSO CREEK AS 'EXCEPTIONAL' AND 'OYSTER WATERS'. TCEQ 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 (NA0'83), AS DETERMINED BY GLOBAL POSITIONING SYSTEM (GPS) WITH 565 OPUS POST PROCESSING. THE UNIT OF LINEAR M(ASUREME NT LS U.5. SURVEY FEET. TO CONVERT GRID DISTANCES TO SURFACE, APPLY THE COMBINED GRID TO SURFACE SCALE FACTOR OF 1.00004. 4. AIL ELEVATIONS SHOWN HEREON ARE NAVO'88 DATUM, AS DETERMINED BY GPS OBSERVATION. 5. THE YARD REQUIREMENT, AS DEPICTED. ISA REQUIREMENT OF THE UNIFIED DEVELOPMENT CODE AND G SUBJECT TO CHANGE AS THE ZONING MAY CHANGE. 6. THE TOTAL PUTTED AREA CONTAINS 103.299 ACNES OF LAND INCLUDING STREET DEDICATION. 7. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP, PANEL 48355035406, DATED OCTOBER 33, 2022, PORTIONS OF THIS TRACT ARE LOCATED IN UNSHADED ZONE 'X' 4 SHADED ZONE .3.. 8. ACCORDING TO THE NATIONAL WETLANDS INVENTORY, POTENTIAL W ETUNOS 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 BY SEPARATE INSTRUMENT SHALL BE RECORDED AND LABELED ON THE FINAL PIAT. 11. EACH LOT WITHIN THIS PUT SHALL CONFIRM TO ZONING DEVELOPMENT STANDARDS (U0C4.3.3I THE FINAL PUT IS REQUIRED TO BE CONSISTENT TO THE ZONING DEVELOPMENT STANDARDS. 12. THE DEVELOPMENT, CURRENTLY MOSTLY UNDEVELOPED WITH SEVERAL FARM BUILDINGS AND SINGLE FAMILY RESIDE NCE5, WILL BE DEVELOPED IN TWO PHASES TO INCLUDE RETAIL SITES, MUITI.FAMILY, EDUCATIONAL AND SINGLE FAMILY DEVELOPMENT. SINGLE FAMILY DEVELOPMENT 6 ANTICIPATED TO CONTAIN APPROXIMATELY 4.5-5 UNITS PER ACRE. THERE ARE NO EXISTING DRAINAGE STRUCTURES ONSITE. THE SITE 5 PROPOSED TO OUTFALL TO THE EAST INTOOS0 CREEK 13. THE PROPERTY LS NOT IN THE AIR INSTALLATION COMPATIBLE USE ZONES (AI UZI. 14. THE WIRE PROPERTY LIES WITHIN THE QTY LIMITS OF THE CITY OF CO US CHRISTI. 15. THE STARRY ROAD ROW WITHIN THE PLATTED AREA WILL BE VACATED. OPRNCT OFSCME PUBLIC RECORDS RUMS COURY TX DEPICT DEED RECORC6RECORDS 1 YCES =MY TX � SEF 1/3 -NCH IRON R00 ((/CAP STAMPED 'JONES CARTER') T FANO 1/3 -INCH IRON ROD WIC ND PN -NUL YR ARD REOURENEM (SFE NOTE S) UE MINTY EASEMENT EE ELECTRIC EASEMENT OE OPNWGE EASEMENT NNE WASTEWATER F01N T DALE WATCRINE EASEMENT QUIDDITY ENGINEERING Job No. S0870-0123-00 LOCATION MAP SCALE. 1" • 3000' CIVIL ENGINEER & LAND SURVEYOR QUIDDITY • N r iii aat CONTACT: Joseph E. York V, PEA"I.n an:,.s"zlo CONTACT: Troy A. Trobau081, RPIS LEGEND YARD REQUIREMENT EXSITING EASEMENT PRE -DEVELOPMENT ROW ARROW POST -DEVELOPMENT FLOW ARROW PLAT BOUNDARY UTILITY LEGEND PROPOSED WASTEWATER PROPOSED STORM SEWER PROPOSED WATER EXISTING OVERHEAD ELECTRIC EXISTING GAS 0 50 100 200 300 SCALE: 1" = 100' 843 r � J / / r� LOT4 40.138 AC I 1,748,407 SF 0 _.;<-'s L ___),,,fi,,cri(1,,,:__L___,(iiii. 1(,.._,____i_...,1----7-1:1:4,\ \ 1_,,,___\ \o-_:L__4:k‘s\):i\ ,\ \ \\t'l 20'08 y// jS'EE� i -off BLL' =i Separate - 15' WWI / 51.0 (BY B1 Others) -1, 0.2715 AC to- LOT 13 3.08 ACRES MPM DEVELOPMENT LP 00C. 140. 2022024773, 0.P.R. OWNER 10:534011 40' (ROW) PUBUC ROAD TO BE RELEASED J • 9B" °E --T • 5 ��- - LOT 2 19.056 ACRES CALLED MPM OEVELOPMENT LP DOC. 140. 2022025557. O.R. 17 SEE SHEET 6 FOR LINE AND CURVE TABLES LUT 3 20.21 ACRE CITY OF CORPUS CHRISTI VOL. 2209, PG. 2 4. O.P.R. 9$ )5OF6 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 BUILOAB E LOTS: 4 2. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE OSO CREEK THE TCEQHAS CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO CREEK AS EXCEPTIONAL" AND 'OYSTER WATERS". TCEQ ALSO CATEGORIZED THE OSO CREEK A5 'CONTACT RECREATION' USE. 1 THE BEARINGS. DISTANCES, AREAS AND COORDINATES SHOWN HEREON ARE TEXAS COORDINATE SYS EM GRID, SOUTH ZONE(NA0'83), A5 DETERMINED BY GLOBAL POSITIONING SYSTEM (CPS) 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 NAVD48 DATUM, AS DETERMINED BY GPS OBSERVATION. 5. THE YARD REQUIREMENT, AS DEPICTED, IS A REQUIREMENT OF THE UNIFIED DEVELOPMENT CODE AND IS 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 FENIA FLOOD INSURANCE RATE MAP, PANEL 41355105406, DATED OCTOBER 13. 2022. PORT10 OF THIS TRACT ARE LOCATED IN UNSHADED ' & SHADED ZONE LM. 80 880 8. 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. 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 3.31 THE FINAL PLAT IS REQUIRED TO BE CONSISTENT TO THE 20N10* ING 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 LS ANTI MATED 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 OSO CREEK 13. THE PROPERTY IS NOT IN THE AIR INSTALLATION COMPATIBLE USE ZONES (. 141 81 14. THE TIRE PROPERTY LIES WITHIN THE QTY LIMITS OF THE CITY OF COR US CHRISTI. 15. THE STARRY ROAD ROW WITHIN THE PLATTED AREA WILL BE VACATED, LEGEND OPRNCT ORNCT YRNDT .F0)" OFFICIAL PUBLIC RECORDS NUECES COMFY TX DEED RECORDS NUECES COUNTY 1X 01 RECORDS NUECES COUNTY TX SET 1/2 -NCH IRON ROD (W/OW STAMPED 'JONES CARTER) FOUND 1/2 -INCH IRON NCO 80 LOAD REOUIREUENI (SEE NOTE 5) OF UTILITY EASEMENT EE -- ELECTRIC EASEMENT WASTEWATER IMF WATERLINE AEASEMENT [01 ING Job No. S %411 " -.11149 STATE OF TEXAS COUNTY OF NUECES LOCATION MAP SCALE' 1' • 3000 WE, MPM HOMES INC., OWNERS OF THE LAND SHOWN ON THIS PUT. ACTING BY AND THROUGH MOSES MOSTAGWW, AUTHORIZED AGENT. HEREBY DEDICATE TO THE USE Of THE PUBLIC All STREETS, ALLEYS, SQUARES, PARKS, WATER COURSES, DRAINS. EASEMENTS, AND PUBLIC P.m 1NEREON SHOWN OR THE PURPOSE AND CONSIDERATION THEREIN EXPRESSED. MOSES MOSIAGIIASI, AUTHORIZED AGENT STATE OF 1411!5 COUNTY OF NUECES BEFORE ME, THE UNDERSIGNED AUTHORITY ON THIS DAY PERSONALLY APPEARED MOSES MOSTAGHASI KNOWN TO ME 10 BE THE PERSON WHOSE NAME 13 SUBSCRIBED TO THE FOREGOING INSTRUMENT, AND ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS THEREIN STATED. GIVEN UNDER MY HAND AND SEAL Of OFFICE THIS DAY OF ,20 . NOTARY PUBLIC !NAND FOR THE STATE OF TEXAS STATE OF TEXAS COUNTY OF NUECES OVIL ENGINEER & LAND SURVEYOR L� QUIDDITY '"',;.5".4.9." nmo . a: "arn ligraiH, CONTACT, MsePF E. York V, PE CONTACT: Troy A. Trokmudl. RPM I, THE UNDERSIGNED. A LICENSED PROFESSIONAL ENGINEER IM THE STATE OF TEXAS. HEREBY CERTIFY THAT PROPER E16INEERING CONSIDERATION HAS BEEN GIVEN THIS PUT. JOSEPH E. YORK V, PE N0. 124934 STATE OF TEXAS COUNTY OF NUECES 1, MICHAEL A. ROMANS, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF TEXAS, HEREBY CERTIFY THAT THIS PUT I5 TRUE AND CORRECT AND WAS PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY MADE UNDER MY SUPERVISION ON THE GROUND. TROY* TRW BAIWH, RPIS N0.6241 STATE OF TERM COUNTY OF NUECES THIS FINAL PUT OF THE HEREIN DESCRIBED PROPERTY WAS APPROVED ON BEHALF OF THE CITY OF CORPUS CHRISTI, TEXAS BY THE PUNNING COMMISSION. THIS THE DAY Of 2022. Nina Nixon-M4nde,, F.A.I.C.P. Sec Eric 91106,ea1, P.E. Chairman STATE OF TEXAS COUNTY Of NUECES THIS PIAT OF O50 CREEK CORNER PHASE 1 HAS BEEN SUBMITTED TO AND APPROVED BY THE DEPARTMENT OF DEVELOPMENT SERVICES OF THE CITY OF CORPUS CHRISTI, TEXAS. THIS T11 DAY OF BY 2022. JUAN A. NMENTEL P.E. -DIRECTOR OF PUNIC WORKS COUNTY ENGINEER 0 50 100 200 300 \ iD UE ,CSI U 5' EE 4` \5;' YR , \\44• \ \\\ 4 SCALE: 1' •• 100' LEGEND YARD REQUIREMENT EXSMNC EASEMENT PRE -DEVELOPMENT ROW ARROW POST -DEVELOPMENT FLOW ARROW PLAT BOUNDARY UTILITY LEGEND PROPOSED WASTEWATER PROPOSED STORM SEWER PROPOSED WATER EXISTING OVERHEAD ELECTRIC — 635 — u5 — EXISTING GAS —PA .7 \ 1 VOr1061 Wk. 0,001090 Eettmm!\ \ !\ t ) 00 SreOrorc Instrument By Od..) \ \� el INN004E4 SIH. Culla LOT 12 7.07 ACRES MPM DEVELOPMENT 1P DOC. No. 2022024773, 0.P.R. OWNER ID,534011 LOT4 39.831 AC \\\4 1,735,046 SF \\ \\ /51EE�'i— SO!. UE CHE PwSn 5 j113::>1( 61WBLM%INo'" 70.312, 8 Nn�ZI•W � n\ N. W_ 13 41' \ 11' WWI (0901111135011 5NMm, 0 By Others.)) LOT 12 5.79 ACRES MPM DEVELOPMENT LP DOC. NO. 2022024773. 0.P.R. OWNER ID:534011 40' (ROW) PUBUC ROAD TO BE RELEASED 7 '\ LOT 4 16.68 ACRES CITY OF CORPUS CHR15D VOL. 2168. PC. 326, 0.P.R. \/-FEMA FLOODPLAIN ) ( 14.634 ACRES (CALLED) NPM DEVELOPMENT LP DOC. No. 2022025556. O.R. ) MC IAA, 104, SENNINC PAW 0170,40. N 1•4171. la aw' IP N JRyrWY V' CI Nro N 14 .1. .01.10 Sl'ff'5 OF PRELIMINARY PLAT OF 050 CREEK CORNER PHASE 1 A 103.015 ACRE TRACT OF LAND, BEING ALL OF 5OT5 8, 9, 13, 14, AND A PORTION OF LOTS 10, 12, AND 15 SECTION 34, FLOUR BLUFF ANO 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 SHEET 2 LHEEV3 - 1 SHEET 4 SHEET 5 SHEET 6 KEY MAP GENERAL NOTES 1. TOTAL NUMBER OF BUILDABLE LOT5:4 2. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY D THE 050 CREEK THE SCEQ HAS CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO CREEK AS•EXCEPTIONAL' AND 'OYSTER WATERS.. TCEQ 550 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'83), AS 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 NAVD'RB DATUM, AS DETERMINED BY GPS OBSERVATION. 5. THE YARD REQUIREMENT, AS DEPICTED, ISA REQUIREMENT OF THE UNIFIED DEVELOPMENT CODE AND IS SUBJECT TO CHANGE AS THE ZONING MAY CHANGE. 6. THE TOTAL PLATTED AREA CONTAINS 303.299 ACRES OF IANU INCLUDING STREET DEDICATION. 7. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP, PANEL005406, DATED OCTOBER 13, 2022, PORTIONS OF THIS TRACT ARE LOCATED110IN UNSHA0E•B SHADED ZONE'X•. B. ACCORDING610TO 101 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 PIAT. 10. AU UTILITY AND TEMPORARY R.O.W. EASEMENTS DEDICATED 8Y SEPARATE INSTRUMENT SHALL BE RECORDED AND LABELED ON THE FINAL PUT. 11. EACH LOT WITHIN THIS PUT SHAH CONFIRM TO ZONING DEVELOPMENT STANDARDS (UDC1.3.3) THE FINAL. PUT N REQUIRED TO BE CONSISTENT TO THE ZONING DEVELOPMENT STANDARDS. 12. THE DEVELOPMENT, CURRENTLY MOSTLY UNDEVELOPED 1 WITH SEVERAL MIM BUILDINGS AND SINGLE FAMILY RESIDENCES, W Ill BE DEVELOPED IN TWO PHASES TO INCLUDE RETAIL SITES, 0341)1 AMILY. EDUCATIONAL AND SINGLE FAMILY DEVELOPMENT. ENT. SINGLE FAMILY DEVELOPMENT IS ANTICIPATED TO CONTAIN APPROXIMATELY 4.55 UNITS PER ACRE. THERE ARE NO EXISTING DRAINAGE STRUCTURES ONSITE. THE SITE IS PROPOSED TO OUTUII TO THE EAST INTO OSO CREEK 13. THE PROPERTY IS NOT IN THE AIR INSTALLATION COMPATIBLE USE ZONES ( 601 111. 14. THE ENTIRE PROPERTY LIES WITHIN THE CITY LIMITS OF THE CITY OF CORPUS CHRISTI. IS. THE STARRY ROAD ROW WITHIN THE PLATTED AREA WILL BE VACATED. STATE OF )Q OPMKIT ---__ DEW RECORDS PUBLIC MACES ONM( COMITY 1X DIVOT TX WBICr ES COONEY TX 9' --51 1/2 -NCH IRON ROD (9/0LP STAMPED 'JONES CRATER.) D 79FOUND 1 /5-1NCH MON MID LPC FOUND YR TARO REOUIREMEM (SEE MOTE S) uE - - - ELECTRIC EASEMENT EASEME ORA/NALE EASEMENT WASTEWATER EASEMENI VILE WATERLINE Aqr,M,NE COUNTY Of NUECES I, KARA SANDS, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS PUT WAS FILED FOR RECORD IN MY OIFKi ON THE DAY Of RECORDED THE DAY OF A.D. 2022, AT A.D. 2022. 07__M AND DULY M IN THE MAP RECORDS OF OF SAID COUNTY, IN 0006P1OLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE THIS DAY Of AD.2019. NO. FRED FOR RECORD AT 310.010 M. DATE KARA SANDS, COUNTY CLERK ragas COUNTY, TEXAS BY: DEPUTY ERING Job No. A ORM t> NSWN0 POO Al. 0137' M' Aro .....It .Y A. r. N IV T AS. CS 0r IOW..IST SU.IV n1W. n UM. N7,1" JOA. CV Aro' St. IAM CV A. 51.4, APSW nA...14 MA' nor rlaa• SNSFbY WSW SIII• r r mea' S.O. 1 SENO, MN' Ilan. SM3.0.• A MAY CIS 310. 5 r 0..0D[11, r r. SA. C. .. .. rn.Y' .44 SIOY 470 ftl. SI 4, AVOW' S1071,01VE TIM 020,' .r .r• NA.0.11 aa' w. 00000 SM.' N SFr.' NAn.'AY WARN' AK 04. 0001. MM.' PSYST MI, cts A n. r . 'wt ZANY irY A10 nrPe. .... .11 Aro' •Y AHEM A NAAM 4.14, 2.0.W MASS IMO' .111.0r CAI ROT A.w RM.' .WS. 21. ROW CY A IOU, Sn1sT47 .Cha? CM lag. Sf ••• AY., .nAar SVSJI• NS. C. ASA. SMI. 10742r 'stat 5.4Y Z.V. MC IAA, 104, SENNINC PAW 0170,40. N 1•4171. la aw' IP N JRyrWY V' CI Nro N 14 .1. .01.10 Sl'ff'5 OF PRELIMINARY PLAT OF 050 CREEK CORNER PHASE 1 A 103.015 ACRE TRACT OF LAND, BEING ALL OF 5OT5 8, 9, 13, 14, AND A PORTION OF LOTS 10, 12, AND 15 SECTION 34, FLOUR BLUFF ANO 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 SHEET 2 LHEEV3 - 1 SHEET 4 SHEET 5 SHEET 6 KEY MAP GENERAL NOTES 1. TOTAL NUMBER OF BUILDABLE LOT5:4 2. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY D THE 050 CREEK THE SCEQ HAS CLASSIFIED THE AQUATIC LIFE USE FOR THE OSO CREEK AS•EXCEPTIONAL' AND 'OYSTER WATERS.. TCEQ 550 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'83), AS 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 NAVD'RB DATUM, AS DETERMINED BY GPS OBSERVATION. 5. THE YARD REQUIREMENT, AS DEPICTED, ISA REQUIREMENT OF THE UNIFIED DEVELOPMENT CODE AND IS SUBJECT TO CHANGE AS THE ZONING MAY CHANGE. 6. THE TOTAL PLATTED AREA CONTAINS 303.299 ACRES OF IANU INCLUDING STREET DEDICATION. 7. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP, PANEL005406, DATED OCTOBER 13, 2022, PORTIONS OF THIS TRACT ARE LOCATED110IN UNSHA0E•B SHADED ZONE'X•. B. ACCORDING610TO 101 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 PIAT. 10. AU UTILITY AND TEMPORARY R.O.W. EASEMENTS DEDICATED 8Y SEPARATE INSTRUMENT SHALL BE RECORDED AND LABELED ON THE FINAL PUT. 11. EACH LOT WITHIN THIS PUT SHAH CONFIRM TO ZONING DEVELOPMENT STANDARDS (UDC1.3.3) THE FINAL. PUT N REQUIRED TO BE CONSISTENT TO THE ZONING DEVELOPMENT STANDARDS. 12. THE DEVELOPMENT, CURRENTLY MOSTLY UNDEVELOPED 1 WITH SEVERAL MIM BUILDINGS AND SINGLE FAMILY RESIDENCES, W Ill BE DEVELOPED IN TWO PHASES TO INCLUDE RETAIL SITES, 0341)1 AMILY. EDUCATIONAL AND SINGLE FAMILY DEVELOPMENT. ENT. SINGLE FAMILY DEVELOPMENT IS ANTICIPATED TO CONTAIN APPROXIMATELY 4.55 UNITS PER ACRE. THERE ARE NO EXISTING DRAINAGE STRUCTURES ONSITE. THE SITE IS PROPOSED TO OUTUII TO THE EAST INTO OSO CREEK 13. THE PROPERTY IS NOT IN THE AIR INSTALLATION COMPATIBLE USE ZONES ( 601 111. 14. THE ENTIRE PROPERTY LIES WITHIN THE CITY LIMITS OF THE CITY OF CORPUS CHRISTI. IS. THE STARRY ROAD ROW WITHIN THE PLATTED AREA WILL BE VACATED. STATE OF )Q OPMKIT ---__ DEW RECORDS PUBLIC MACES ONM( COMITY 1X DIVOT TX WBICr ES COONEY TX 9' --51 1/2 -NCH IRON ROD (9/0LP STAMPED 'JONES CRATER.) D 79FOUND 1 /5-1NCH MON MID LPC FOUND YR TARO REOUIREMEM (SEE MOTE S) uE - - - ELECTRIC EASEMENT EASEME ORA/NALE EASEMENT WASTEWATER EASEMENI VILE WATERLINE Aqr,M,NE COUNTY Of NUECES I, KARA SANDS, COUNTY CLERK OF SAID COUNTY, DO HEREBY CERTIFY THAT THIS PUT WAS FILED FOR RECORD IN MY OIFKi ON THE DAY Of RECORDED THE DAY OF A.D. 2022, AT A.D. 2022. 07__M AND DULY M IN THE MAP RECORDS OF OF SAID COUNTY, IN 0006P1OLUME ON PAGE IN TESTIMONY WHEREOF, WITNESS MY HAND AND OFFICIAL SEAL OF OFFICE THIS DAY Of AD.2019. NO. FRED FOR RECORD AT 310.010 M. DATE KARA SANDS, COUNTY CLERK ragas COUNTY, TEXAS BY: DEPUTY ERING Job No. Exhibit 2 Reimbursement Agreement Application Date of Application: 8-18-23 Approved Plat Name: Oso Creek Corner Reimbursable Public Improvements: Water Arterial Reimbursement 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 [\/`J 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: contractsandagreementscctexas.com 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: PublicImprovements(a�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. uPDATED: 3/30/2023 FIEFERENCE. CONTR. eENCMANtNs IWATION NO I w¢ 1 BY DESCRIPTION Kimley»>Horn'161 CITY of CORPUS CHRISTI "°°u' TEXASPHONE 261,05-7dle �:w =' IM"'T'R`W Deportment of Engineering Services ,� CALL BEFORE YOU DIG! .. O ..�..MORN.. '-Mf- « ««-w Exhibit 3 *Tnv�e PARnCIPANrS REQUEST B HOURS NO KE BEFORE YOU DC. =TSP.'weer«TIN xaaeC,c„«„«xr«axww6 „ 7773011 OWL. OR BUST - StOR AND CALL 81 1 .... au tor men nuna ewu 6vm., 6« xn«rxex.ue x« R6now DM ...STARRY MO NAo NI EN ILIZIEXO' ..OTC661. San Patricia County THE LONE STAR NOTIFICATION COMPANY ' ....... .e.....,„o„,o.«„ee.e.........c«e ....„..„«oeo«,. Ru AT 1-800-669-8344 TO 624 $ N0h66 NUECES BAY /9t A` a'y �kR 6O,u N MR NI AaEs II OW At I 4 s GRAPHIC MAP SCALE cams,•;` II nmv,6nouL ,,,, CORPUS CHRISTI BAY , o-` 5000 0 5000 10000 15000laTaTill \/ �y t+”'\�.', ®\`` k„ 'e C•F ;•�„,` ;, , PROJECT LOCATION CORPUS cRRlsn. ,Eras 7esi. gab° .R *4 ;'`Q` I I kirr 11 PAW •,, i i , .„,.„, it 1 CIO 3, ,, falfilliP PROJECT LOCATION PLANS FOR WATER, SAN/TARP, DRAINAGE, & PAVING (5 Bria A. Digitally ,P.E., FM,Clay FA. Whitmire, P.E., 133S1NlOSOU M, CPM CFM, CPM 0:3595-05'DD' VICINITY MAP FOR OSO CREEK CORNER SUBDIVISION - PHASE w.useo i■ae caurnucnow 23P11022 PROJECT# . --j JUNE 2023++r+ Mall WNW" PL CrK CIU Yak= Myr, PREPARED BYro""""ch"' NoN on MIR.Olp.We. MOW NOTE: GROUNDNCE / CY LORA/ THE PRESENCE f OFG GROUNDWATER of ORPRJECT. IM /� �Y�LC !7 �Y SNALL ANTICIPATE,T CONTRACT OR'S ND GRFHS ADING PEE,MTIONSDURINGPERMS" SWEET wun¢R, PROVIDE ADECOATE DCWATER.. INAGEANDGROUNDWATERM„R.DEaEN,TO CONTOFRa r6OlsrwE Of sorts 11700 KATY FREEWAY SUITE 800, HOUSTON, TX 77079 281-597-9300 RELEASED FOR CONSTRUCTION: Oirecfor of Eng.neenng Sernces -... SHEET INDEX DESCRIPTION Kimley>>> Horn "F THE WO0IXMOS. TTNOT ..._ i •i � 2111476.111 " TCCf W L�TMTONfprs RP Sheet List Table LEGEND SMM Num_ Seem Tine EXISTING CONCRETE PAVEMENT TO a BE REMOVED ; edE.W.ud.O 4 /WALT 1.0CATIC40 .4 EXISTING BUILDINGS TO BE REMOVED Ems' O 4011 !CHEW, ii•1111,Cer a 0060 =TO. PROPERTY LINE II na n.yWOEAerw W.. 0 11i1MWATER00•1914,111 011.410. 41,04 KV owner --- SAN SANITARY SEVER 0ada eeapI O OA..O./Od.I SIN STORM SERER a d..ow we.Napd.l PIPE re 11010 CMP CORRUGATED METAL 1411 _ T0161.41,11 COO Popkwoer MAMA VOW 10•10.0•00 TO ,0,001 CPP CORRUGATE) PLASTIC PIPE .. wWrA,a.m TO1 .m1 r OW rWWWerny •. TO re.a 71 RCP - REINFORCED CONCRETE PIPE 100.1..0 70 ,0,041 PlA11.11m ni, ,,NW - MONITORING WELL w,,,„.mraa.. Q -MANHOLE a Oyro Wer Tram MOW PM, ma,a0ro, 094,0 WAY STREET • 910111,1 a•mroa.en SPP - POWER POLE a °SOw..,. 91.•1,14,0 Mi. MILE, Of z jOfoy •PP/T - POWER POLE W/TRANSFORMER zr .sower SIAM) Pair reWE azul POLE a alrom WATER .7011•011 Cf .PP/LT - POWER W/VCHT a arow.Wna.W V Rvraa C 31 - POWER POLE W/CONOVIT 20 VOW aerwe.w .PP/CT • 0 OW PARRWw WArt A0.0ro10.,0 - METER POLE m 060 PwyWer WATE.& erwe. 1,111,11,1 0.01,191•010 .80 r SSP - SERWCE P010 E .0.146,•10•011,3,0.1 30 GAE— - GUY ANCHOR.......,.....,.....,•.,,,,,,..}••... raw WArz. eyeA 1.0•174104010,.01 P- OVERHEAD POWER LINE wnr Awmnra.mroaH. - GATE POST • %r NW gOP a somas. n. Rat Mar I 1141 ELECTRIC B0% 00Pw, W 1 I 9r OESCRIPRON OSO CREEK CORNER SUBDIVISION SHEET INDEX & OVERALL LEGEND OM - y 11•10430,0114011,3,.na. PLAN OHMS W. 110vnca�rt Iy1a.4,41 0 BOLLARD a MGM w mem minim mune pMM WATER METER w MT N,31404-,0,21msa 1 nu OM WATER RISER MCC ou a Mal, 0.w ameuun OETuu P TELEPHONE PIN aT cocc sooner were.. CROssweu.r,niu FLAG/PAINT MARK m CMG cdcwE,r PAVEMENT MU. TELEPHONE BOX es CO= WATER � BTB ea ¢ WATER mnz d. H.C.CF. HARRIS CCUNIY CLERK OLE 0 wOcrrwdTAWa _ - - H.C.D.R. HARRIS COUNTY DEED RECORDS v cors aryyyO .a m Puryen7dl H.C.M.R. HARRIS COUNTY MAP RECORDS 0 ears a rar10RnNmAEaalasr far y m¢ imam mom 010.11 ad le pregumecue stom emu OTREE/SHRUB y MOT •1131,1•WA1011 ORw.R, r da • nmol 0713004.•11OMAu ..E AUlyvrada We - MONITOR WELL a OOIS WPIW4rtR00r.Wa Oear 1 coy y r...”... Wesco., - HIGHBANK y COM WAS1•000,1 EfrouL3Er]d.l er 10 r�PAWAWMT MUM, 0nuu •PIE.2 07 SI RELEASED FOR CONSTRUCTION PA/E1•11, WWIall MAILS rya. 3 O y re Amor NwerNr,wd10dTWuaNEn.coy n Mar MINOR kIMIONOdruuaN¢T a dR Brill A. wrounne. P.C.. CAV. CPM Daewy:mew a Ww.ern WurWlW0mn1 earvICH Engineer Eng er Corps CMN1 a MN mown. drw rd .4d. c.... on n» sag 'memo drmumerred a pW Conbna,a.l.ya a, LOC aE.a-v. 173109d A17 'ON ONIMV90 090339 SL 1O E 133HS 9 d S31ON 1VH N3O O 0, C C) 03 XI pm <� Cn Z� m 73 Y V1 9 4 3 Y 8 'ON 133H5 5,1NYIkISN07 01 00.10•110003 1 40 30.1.01 80121d 981109 991SV311V ILS 11VO 'NNOM ONION3WW00 Ol 8018d S3111111(10N9Otl088ON11 11V'OIOAV OMJ'AO 80119301 10993 MONK 1S11W 98010991903119 RJNIN21VM 0.00000090.64.00.0.00 1151/9 YaOq o airirn 110/00013300 (1133033.3.05/./.165.0 1305 300.0.„00.10657305.31. 1.6,00 613133,10tli 3360 5360113.66333 11.13.1051115.00. 351 0 000„ 5.331.6160361 5306006403e5 .316;6;6 61.60110010SYND11696 513nnie 63061 611 33600.. SI 110110.3NOD 3N131.553 01 011660610 215.1161. 34101.360V 335S S01111111=5.013011S 0611,10 0 55,3r 530 0 66110.03.0.1610 15060005003051030 71.6356..330tle .33 'ONO 551 30 1106133113 560 01.101660.30 1=0 6601, 740 COSS. ad ol0 IMP 06 • 10 100 0331 Te36.5„ 0005330365„. n10611. 3531 0 n1716 6501.16360300.0 SOW., 31,61551131,313.6150651 5311 S5/133/MlY vON 3330500 66101.33330.4 33.030111066650N5S13030511333013011 ONYSIV1.50 SIM 0.610,61.65 30110151530.5.6e 500. 0 n00 11 3 151e0 5111ISS3 350510 (103163003 000.00.00.0.00.0 03.340 33113533505 5.000 3300 e 30 03 50. SNOLOON00 55S 065003S50 S1610.061 03330110 S SO 01 1 IN 30•63131. 551 10 533nO3D0364 06515310350 36.5061/ 0105610 1351661060035553110115660.30 360 011305 33 10666SS1InS53 15 SI 3061110300 0 WOO 3 355330. 50 .30 01131611.46 .63011363 13510 506 150.6e 630350510310 1VNIA 0133,001 5. 6-113„ 0.6103 513003 30 6135S 0.60193,4 V0,4009 0310300 385150 19000350 Dool 35n3035 N COM 351 003 47.1 Ye 601 SOS 160.10603.6616105.350 03.1,0 SO 60 „ 'g 0 60 10 no 0 00 001 9 CVO lvDo ---g,trzzetv,=11.07v=z4tutravv.ten� y' °.... 03 103 01 0 nO 50305 ON,331„0661.3 S1.3361 3061316610300 7,6147,3t., 161 MOM SIN1 NO 0 Y903 0 IS 310 .500 32500115 1600 13110 TO,010010101 03/001 o0.00 00 0 1V1103ovlinie 6V1 503 050350311 gee 0441531min OW 00300300 .319031,031000111110/1003131.300 ONY Dn. S01 IV 6.006361 13141 033313n0.1 NO 50,00 05..0W 51.031110003 013111161n OM/ 611113;6=D4Cc651,,y,6.6=t63.154.:3106.02,rcerlin0561611561110e A110,35 10165 S0530035 0301 013.5.3..0 56-174: 313300ZZO,316313,13c6.215S 06 COPOSSOlda 00010 11V1V 03113.1033 0.16.310001.110 1121W,10 .0.31b33 1104 39.5.110 3160 50 .6.110 351. 03n551 VO. 91003a onyx...000N 1,110A %wit:N.161r 50,30 oca1031.00d asypxyts 0.00 3. Nom 2,4100 v0p 5000110 5Nne 35 3511160 010.03 OD 556.1ed350560 15005 11.0 80103601300, NY SINSNISIV60.0116 n 00005 1430/0.0 1. 011500 0.011 Al ISM 1001000 11.0511010.11.03 301.013 Nof a304014,0040, 01101003 1,301003.1.030 0 191. 07•90 30vitlfIca3Nsiroi 1110 602000 2011VOI11309 011-10.10.0 39170i V:41%7.0t2n0 ITV 01'33. SVM OW 3a 3.0119 AO 1.010101.3110 OPAVOIX0100015000 300.31SVM OW 031. 3 313516.561.63„1 MAI10530 3...S.30355 OW 310. 011,134-10 0000.1,0001. 11006 MOW, OW 911,01 0003.1 grON 6 ONUS 101 1051.0 11013033 D a30 IS o 10 CM 160.61 0606 ne WON.. 010 61330151SnOINVA 5301.0 Y165 36.133 „0611/6/0 3535110 35011360 6101:X .60 501 .0 'VAX' "71i0'''grSilli1766E6EE'l'6'1F1'FAI'dl?Fn:SO:Ii:+:1"NLF;171i'DFF36763F° line 0 foo0 01 0 1050 10 01 3n0 0303 0330 1 0 5116155551551 61535 6.310bd VRIV1111111091 33001d re .611.031606 SRI /0 33.60300tle 7. COM 5 WS 01 511.15.66555 00 0010 03 0,111101if n1.3100 1331010WV 013300. t(31.000 311101.35 30 INNS 5,153,1 01106. SNOLLVD1.033eS S., clanOtitler, 041 Nom 10,003003DV 0311,10013s 013tiv 63.3010 031101319 IIVHS ID3rOild 301001 XV, 1000400 001,19c03: 03 OM 3 a S 11.30 Z030V-Id 3e 11003 ISV3 COVEN 10 Ora OING 003 SNY14 363 II • cn 0 11 8 8: !H REVISION N0. DIE BY DESCRIPTION NENSION N0. DUE BY DESCRIPTOR OSO CREEK CORNER SUBDIVISION PROJECT LOCATION MAP CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley>>>Horn 3G23aNLF,raNNµoASSOCIATES. INC ON 1331-S S,1NY17OSNO3 TN ' 11. •w•w o aR.X .M la 1 AS 800.110111\01 . IPAMECATITOL 0.0.00. ROOM. 001 LS AS 0.11.02.90N 0 IS AR 1000.001 TA DESCRIPTION Kimley>»Horn 140 NOODL00.1 GORES DRIVE MATE MS TME WOODUNC6..173.0 TIME REGISTRAIVN AT TOMOS v 10018 .0 MOTOWN nwo MI 91110.0. WM WM. TESTING SCHEDULE 4. ..A• DESCRIPTION RATE EST. QUANTITY p 0T R. CT 1,10 SOILS: •.. STANDARD PROCTOR - TRENCH BACKOLL PER MATER. SOURCE as 2.3.000.3000•3 00 VS tANO.RD PROCTOR - S0000000 PER STREET/1.ER. 07 .0.0800011.0.01. WM 418 D05S1005 - TRENCH BACKRLL PER 200 Lf TRENCH/UFT 121 DENSTES - SUBERADE (ASPHALT STREET) PER 100 Lf/LANE/LIFT 0 00021101110•101. V •m DENSITIES - SUBCRA01 (CONCRETE STREET) PER 200 Lf/TARE/UFT VS 11000.129090. V •m VI .m 110151TIE5 - SUBGRADE (000£0005) PER 2 02000405 DENSTES - OKRA. (S1000.0) PER 5000 SF �s DENSITIES - REPAO CURB AILD CARTER PER 200 Lf w .. MAW OVAILIMINIXIMIN. 09.1:WWV .., NI SIEVE PER 3000 C RR m ATTERBURGYS UMITS PER .1000 CY RN sC00010130A. OOP./ V MR MOOFIEO PROCTOR PER .00 C 104 .002.2.2 V Es. LA. AMASON PER 3000 CY 00 9.0100 AR <N (STANDARD) PER MATERIAL SOURCE WI 0.01001190 AR RET BAIL TOL TEST PER RATER. SOURCE 101.2.1102•11 0 DO Tomo.I. TEST PER WTERML SOURCE Se •W p 0 DENSITASISIES O COMPACTED BASE (AS00. STREET) PER TOO LF/LANE/LO PARM-0112110111.09.110.01 PER IMO 17•1 MICI.101 kW ROOM DENSITIES Of COMPACTED BASE (CONCRETE STREET) 200 If/LANE/UT (POP IP RI DENSITIES O COMPACTED BSE (CYC) PER 200 Lf CYE a arO11 IP MR ROr-MIX ASPHALT (HATA) EXTRACTION. SEW ANALYSIS PER 000 TONS OR DAY 40 DENSITY Y STABIUIY PER 500 TONS OR DAY 40.11. Ls MD THEORETICAL DENSITY (RICE METH.) PER 500 TOMS OR DAY TEMPERATURE - DURING LAY-DOWN CONTINUOUS AS NEEDED MICKNE55 - IN PLACE (CONE) PER 1000 U STREET N - RI PLACE (CONE) PER 1000 LF SMUT THEORETICAL DENSITY - IN PLACE (CORE) PER 1000 U SIREEr al goo& V 111 C. _ 100014100•020011.00.01109 • CONCRETE: I ar 1 DESCRIPTION OSO CREEK CORNER SUBDIVISION ESTIMATED QUANTITIES & TESTING SCHEDULE W.R�...LIAYM (UNCONUIED COMPRESSION. 2. U. L 20 RAT) v 0 0 CURB Y GUTTER / CURB PER 500 LF CLO / CI00 31 019 111110.1.0 A 510UPALPS AND CURB RAMPS PER .000 Sf 21 a7 0710-011.1.0100000 0 DRNEWAS PER 2500 SF 0 as .. yuy; POSTE INLETS PER 0 MR 10 .280.0 BOXBC (CAST-IN-PLACE) PER 100 U 0 CRS 0.01011.0.• IN 10 SINGWALLS PER .CH GO 00141NOMLL (8 T. STORM MANHOLES (GS1-I5-PACE) PER 2 EACH 18 PARTO08.10003001011 WRAP. APRONS Y S.E.L. PER 4000 SF nIN 0.11WR0.11011 OR OPARTIT mANHOLE RASE/FOOTING PER 10 EACH 0 91050 >w. 'r ROD CONCRETE POEM., OPTIC WORM V '.Tx 20 DAY) 0 WaWO.oAER.1w. V 10 COMPRESSION STRENGTH (T • PER 2500 5Y OR DAY 0 REXUPAL (BUM) 510(0010 (7 L 20 DLV) PER 2500 5T OR DAY 0 01 R•L , a.1'MT.N V MR AIR c0N101 PER 2500 ST OR 130 0 _ • SLUMP PER 2500 S' OR DAY 0 xa•0LWAln wo 1. THE ABOVE TESTING RATES ARE ONLY ANTOPATEO CUIOEUNES, THE DOWER RESERVES THE 0011 TO CV C 4AMmT Lr 01101240110124i CONDUCT ADO nO1AL TESTING At THE ENGINEERS DISCRETION. RE-TEST FOR FAILURES ARE NOT INCLUDED. • 40 p0 MOM.. CONTENTS TO 00 INCLUDED SITH DENSITY TEST. • 0 3. IN THE EVENT OF FAILURES. ADOTION TESTS SILL BC ((020(0. E EXCESSIVE RON OR ORE PERIOD W SWOT 22.0100.00 0 • OCCURS W A PREMOUAY TESTED SECTION. THE OTY MAY ORDER RE-TESTS AS NECESSARY. p, Mr00 M 00.1011. w w 101118•011111111001 .11000.110111 an 1.1.10111.011 ISO 00000 •1010010.1.00111111 A. lPPR044 B.L00O• V BSI SIA wL.n• 0 004.11001.0•18,002. AS 1 • .20•11.1•11•101110.1 ORM 0 n • RVae•r•nRwin IAUI•WY M , RELEASED FOR CONSTRUCT1O� au A. VIMOUR. P.G. CM, CPY 13.002101101 COl Bsm.borerOborerCNp07RICO.. COM 0010 MM..`.copcAc, 1002... Doc 3a. 5f. J ROW OSO PKWY (FROM YORKTOWN BLVD TO STA 24+69) tROW, OSO PKWY (FROM STA 24+69 LEGEND: 0..EI.Eo..Ea O 4°,=o....,.o,oE»9=' pWitila..,...E.o.. p VW. S.WA...N.,.<.eE.. El a- woe SitenIALK,O....iillOthe., El snwo eon., WIT TO MAPACHE PASS) Row COMMIT ..11ari ....A„e0..W , 4:70nW., .,7,1Jo,Z o..o.m".' STREET E,rA..,n.,o..ELOW TOP O.CURS DESCR PTON Kimley>>>Hornti}' ,, i O Ab NErt£Y+.oRN AND ASvxuTES,Tx. - yti 1 �, THE WOODLANDS.TXR3,D 210 476-NOS WE DMA ISEDISTRATIOS S-020. WWWISIALEYNOISHOOM 10 p 1 10. 1 0.a' 12a a.0' 0+,.j... 11+ 110' 12.01._ III8.0'8.0'J11.1:e1.� ��� 5.o. 1ma 0+ I 12+ H E0' e..,, ..... ' ..... ...,.. �,. ...,.. �.... .e.,.. 80.0 LOS CHICOS ' ROW DRIVE Q 60.0' MAPACHE V ROW PASS M IISF, —_.---4-4.--� _ ...w..,, o,,,,,,,,,,,,�,,,,,,,,,,,,,,,,,,,,,,,,, w p I 0.a I um I.wo rl I no. I ,o.+ tt'tl I tttl I "L12'."L12'.I I III t.a I tt.tl 1" wtl�itl 11 I.tl I.a I.tl+�Sa�ctl 1..._ 1�LLLLIJJJJtl�tl �.. .�� �. ..." ...... ... �.. ....�.. .... I I �. �� ...... l'...." 60.0' OSITO WAY (FROM YORKTOWN pM wEl p ILS.tl a I 110' + ROW BLVD TO LOS CHICOS DRIVE) OSITO WAY (FROM LOS CHICOS 01 p 13 V p 0' 'JOI..aItlII aia I 13.0' 11..0. ROW DRIVE TO MAPACHE PASS) 00 p L,,x, I4.0j.._5.0 � I I 1.a I BY I DESCMWiIDN OSO CREEK CORNER SUBDIVISION TYPICAL STREET CROSS SECTIONS 1+ I.+I Ia ..e.. ........ .,.,. I I a. ...u.. ter. s. I 60.0' ROW 60.0' ROW RELEASED FOR CONSTRUCTION en. a Wort nire. Pt., cr.., cru Cityofmru eMI N000+01 City 01001041• MIN 1100 yR6 Kp ,y u - —� ' _ _� r i coNsuLrANTS SHEET NO. O WOE HOUTHE T WATER SHOT D BE ECC GROUNDWATER NEOO ANTICIPATED ON THIS PROJECT. CONTRACTOR'S RIO INCLUDE CONSIDERATION FOR THIS ISSUE. WHEN PERFORMING G OPERATIONS CURING PERIODS OF WET WEATHER. HER. PROVIDE ADEQUATE DEW'. TOS MAI.. AND GROUND WATER MANAGEMENT CONTROL MOISTURE OF saes. n.H _ aMIIIE: S rcxw *0'10' - —� _ Minim ``22 E irfYjl t' N O 11 •ciFl{ V L BOSWORTH 7 S 1�86O4 sAOEHe55,,x(2i L t��l��,E::-9�1fpZy .�gMB.L °muma'i .109 Vol .8404..94.44.., Mcx104101.645 l' _ $_ -� IX.FH Of FH �� IDE. -• IXFH -IX OH POWfR _ - - - Rx 30HGW, v 0 . T - — - - —. .. +�>— _ •0- ON POWER - _ - IX 109 Sy IG Kr HOW ,• Owj - - --.--_ = LJ II�jI HFM 1EEP0 —, pl r ----i Ma �I.�. ---' IXIST IV UTILITY EASEMENT FN 111 b FH wARRANG DEED NONOABEN 21 ARO 2100/2020050295 y S ..FH 6 S WATER LIMEEASEMfM FH - pp - I - °.°o"�- -` - _ ,-- I EXIST 25' RIGHT OF WAY EASEMENT FH WATER UNE EASEMENT I 1DSTRIAN FH EASEMENT 10 SANITARY SEWER EASEMENT EH SEWER _/- EASEMENT_ __- -'......„.....•\ , _ �--ter'= �.�-a WATERLINE I IK `10'SANITARY SEWER EASEMENT mad omi.O.MT U. O. x. 202201x06), on. 1pir---, 1 I 1 i EN 11S �� I i-1 I s _... IXNST ts' WPM. EASEMENT I I0M c, s WATER UNE EASEMENT_ gm I I 2EA H Ir IX ' RIGHT Oi WAV FASEMEEASEMENT E WATER UNE EASEMENT 1113 61 LIEN Ern 1 N BPEDSTRIA EASfMENT N ERYSEWfR tO EASEMENT AIM SANITARY /,9xW1AM 7- EASEMENT EXIST RV CSCP wpTERLNE b `ICH AR SfWER EASEMENT m 251 ` P.11ONS Cf LOIS IF 4 /0■ 1 S 55 nac... 20320151s).Ow. L O � T "P' Q ^..n 93ii2 .g4 Y/ �� O ` s -- :x,YI _ 509 P'G`N` P PVC WL Fp wiaF i� 11: 12u 0 EX. LIFT STATION 0,00 SWAE E)SEMENT LOT .2 x93 ;LP PP6 0.06 ACRE STIORM � i G iH WATER UNE EASEMENT s 4 ,\ 1, FH \ 0.34 35.0,1 059 ACRE STORM M2US DNNE,MNOONS.NST SEWER EASEMENT � 31 \ SEWER EASEMENT )I:iEI BLAND117003 61. x.93930 9is4 LL.c !nip ISL- MwAOca.02102 c YI �b I FN \ 5'wATER LINE \ EASEMENT 1 i .r� S. -rI•E.I 5 WATER LINE KENT •�Gn9 P I �1 FH use �C EASEMENT SEWER FASEKEM /� g 10 RIGHT OF WAY EASEMENT / (SMOTHERS) O'rnWi]+.ttOFID wµ % Da ID.I". MST.. EMENT 101E 1_,I ` IT ARY eEWER ..SEMEN �I •. I EMT ja IX. OH PMVER E� V POLEOOREL ED WITN� t L:SYl PONES PROVIDER j am_/ 9'SS S WATER LINE EASEKE1{ ®� 6 EASE. SANITARY SEWER EASEMENT IO RIGHT OF WAY EASEMENT IV OTHERSI ArPou+ttxasv .,,,.....TH. Ar1S �3.036.AxxFAL FN 10'PEOSTRIAN 1 EASEMENT 5 N- 114 SANITARY EWER EASEMENT YS „, FH S•' 1a t - POLE RELOCATION TO RE FH .� EX.. POWER POWER PROVIDER YF'1O ¢ �" — — S WATER LINE EIa FH / --Tr PLUG TEMP BLOW GW VALVE NVE 9+ I ocscwvnan OSO CREEK CORNER SUBDIVISION WATERLINE & WASTEWATER BASEMAPS 1 Iy LOT 12 ACRES /LOT . LCHNOIT LP .ss •�\ 00c AIOW 02.0,0.ii1 — • 0.PR. SIM 93x0es . n''" .K. Oral O 5.011 lFj 1 U VITT / / / CbNEFOR UNk9RE wG >m KC. MPG.. 53931 ADOC. Ma rn5 FN /� j 000+6 2.55930 B -640.--0u. _0 `tS SANITARY LOT• x-55 t5 F E.EMENT SEWERLOT 3 a—a.5 0," L., —9 tYPLUG W/TEMP BLOW OFF VALVE FUTUREFOR . E N3N T, �- - 6 ,S EASEMENEWER 3 16.84 .PES CM OF CORNS VOL 1200. W 205. 4P4 0.53.0. 000 Ha 2072.5554 0.A 12. SS.. r R ,m 1 LOT H.H55 OF .(42125 v0.. 2209. K. 204 O.P.R. 0.011. 024 2o. 2029025x5,. OA WATERLINE BASEMAP` WASTEWATER BASEMAP / GRAPHIC SCM{ Y FEET /� Iii 100 'ir CI. crown .. CwmM- ... Pebble Water Pal* W•677 2.61011 0010010 WMx DwbR1911wu9R Po10110WAYr P.A. W0Y OPY- GRAPHIC SOME IN IFFY 050 Gee, rernr• 50Mr,90wx 009001 M109IMxbn 0 100 EMS. AwroO 49x011002) IFAKYDWIOPDI Q! T Ar11 GA 101,193 962,26E RAU I UMW OPD -ADO BPY.Am Bw-YDB Peak Newly Demand4FrxIW 9.0940915, NA 03,550 26965 OMR LEGEND W H2 16�A6 7171 ]1020 nw FOUYII0n01 40 7,676 6,092 4950 [0mm0rtlMLR9O1 1).5 I)3,A)A 619865 6950 — - - rwvsxry uxs IKWIry0222221 30 ix 13.71 17.13 RELEASED FOR CONEmIiGOON LEGEND 0x1410 H.OF A2,9H 16;62 0.]H _ _ souTury MUWx 010w00rg11•••9L10101 000. OMWY� 0193 RM 1302" 16000 .7 231.E 2EN b]At 411 _- mw2 TOErE ROAM 1.µ9M UM _ w v AT.L9s 0101 101}M AIR 11}M r0.cntcw ®9 _ _ .47.5044.7 — — mQM FASIiwwATsluW +w0xr00N009 ux WA9TEWATER�O DEMAND NOTE CAPACITY CALCULATIONS. SEM ON OCTOBER rxvxvssvrr WATER OE NAND NOTE. I CORNER, .,.,, x 23, 2022, FOR MORE INFORMATKON REGARDING WASTEWATER FLOWS. Q FASTING HYm DATED KNEASE PLHN].202E3.FOR 3.2EIIIE PO EMFpHYDRAULICTER IM ORMATON ON ESTITECWAITER OEMAMD. rr.2222252.002222r. cscv m402205220 222220.02221122022 16 NEIASION NO. DATE BY DESCRIPTION RENSION N0. DATE 8Y DESCRIPTION §,g s IH OSO CREEK CORNER SUBDIVISION EXISTING DRAINAGE AREA MAP CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley>>>Horn e AND ISSOCJATES. NC 1.0 WOOD.. FOREST 3111., SURE VS THE WOMANDS. I-% 28.76-211. TIME FIRM REGLSITUTEN ;AM 'ON 133HS S,INV1711SNOD l T9 a �I�MIi •3�a O c 8 0 ZJ D 2 D G) m dVV V32IV QN303130VNIMfa RESISION NO. 051E er OESCRIP5°N REVISION NO. DATE 0ESCRIPiION 0 OSO CREEK CORNER SUBDIVISION cs STORMWATER BASEMAP & DRAINAGE AREA MAP CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley>>>Horn C 2323 .4,EY-HORN AND ASSOCIATES, INC .33 WOODLOCH FOREST DRIVE. SUM .5 TIE WOOD,NDS,11,1380 PHONE: 28147.8. TBPE FIRM REGISTRATION G.. 'ON 133HS S,JNVMSNO3 3N11 3I7:10313 OV3H83n0 ONLLSCO —''0 I E. Noel ,oe) ^OnIB NAOINa0A ONLLSD(3, lllj 311d)1OO1S 5 coco 0 N 111J AVMOVOa T1101 8 8 0 4 MATCH LINE (THIS SHEET) m m 0 0 REVISION NO. DATE Br DESCRIPTION REVISION NO. DATE BY DESCRIPTION 9 1 la OSO CREEK CORNER SUBDIVISION GRADING OVERALL (1 OF 4) CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley* Horn 0 3023 QM ANO ASSOCIATES. NO. STORNESURE ES ON 133Hs s,1NY11nsNOO 1—;. at'')' I coNSuLrmrsSHEET Na IffALY L gpgypRTH S 0617i_"''LW232O23 C 110 W Yg � \ / i ``/� '...l R\ ,, ,: j 1 '.. ,. \v, IGRAPHIC0 M FEE'�0 \\iii I ___ wcn5 lB,Tre�D1 N ), cR.WTEE:/MORTEIA\ LEGEND 72;20‘141,840., \ LOT 8 50� \\ eJ• W i,t l •-1 `_—/ �llllf l • 0.,..• : . / GRANTEE: YWARROFTEIATY S NMNURY \l \I\Il OOC/2011039]89 / •T \ cnoaswurcWONT Of v ELACX OF 1 ``ILIII w �. W ;i:. CeouxonxrMim,xcs II _.. L'—� V sDm, LOS ._ BST Gis � 1 \ O� rHlrOq RRNE — _ _ — _ E Eror_ n r A ,.a _ Nix .,,. li —�� — LOTS 6 0. SECTION 34 1 I ,sYw �.1�. _ _ ,. n.Dua aLurF6nNto cEilc NM.TF34 rN\0;\�I CARDEN TRACTS 1 ;I I / CH DRIVEWAY real ' Sy _ pLf ` eCIro0 9RNEWDIEA61\\1 PPCE \BONG to moroscv cvx,vuv I. I `\\ 14EMENTPAY ELEMENTARY • H00) PANS \ SONDOA PLANE • �NOTE: \ \ /''\ \ 1 •\ _ 060* TRACT 2e• \ PROPOS? 50.50.10.. SITE I LOT 11. SECTION 34 \• \• 14.634 ACRE TRACT O ENCINAL FARM \ FLOUR BLUFF AN \` \ AND GARDEN TRACTS / "A',`\ \\ \ 1�= 0 DRIVEWAYS INTO SCHOOL SITE TO BE CONSTRUCTED BY OTHERS FINAL SIDEWALK AN DRIVEWAY LOCADONS TO BE COORDINATE MTN APPROVED DRIVEWAY PLANS BY OTHERS. ROADWAY ELEVATIONS ARE CALLED OUT TO BE TOP OF CURB UNLESS OTHERrSE SPECIFIED. En' I ocscwvna OSO CREEK CORNER SUBDIVISION GRADING OVERALL (2 OF 4) "� — ' \`1 \ \\\ NET ROADWAY QUNTITES I v 1" . v v QUANTITY CY TOTAL ROADWAY CUT 19,300 TOTAL ROADWAY FILL 7,300 UTILITY SPOLS 20,100 STOCKPLE FLL 32,100 RELEASED FOR CONSTRUCTION Brie A. WNIOnln. P.L. CM. CPM ] Development 8•800••••••••E City of Corpus OM1s6 . - DESCRIPTION Kimley) HornWODDLOCH FOREST MINE, SUITE VS THE WOODLANDS, 77380 X .40nE: 2111-0,2316 x" ° LOT 7-- / \ — �, /� / POKER / -I 40.14 AC // IX atlCAWn DR ) POLE REL ''',// Ta %_ Ay /tea.'./ APgC •B0 - - I W W GRAPHIC SCALE M FEET 30 60 T 0 , S W •. i�.:T Rei/, �\ l ,. _ - i , . PASS It. ' Pp1oLs nEiODrwnoN TO RE - ��°, _-, LEGEND POWER PROVIDERN �4B<I71:�-- _. ;_ Z __ \1.. C \ — '}'" ov„ /0000 1J -\ 1 owe own T/ As.\ _�,{ .� 1 / l j -. POLE/ . l = _ \\d_-� •� \ Y - �, 000 1HACT 2R _ ^-_ ,_ - ��.> \ WUrvE DyyEl�E9D9-- RwE.P oF ass -____ - \- `Loi 11, SECnON Sa ]TY i, - / /./ \GRANfEG CIO'.OF FONP00 CN 1511 \ 834 ACRE TRACT VOL Iles, PC. 338 - -- -�. \ FLOUR AND CMNEN"TAACTS FMY "- — - — aNrte°s KW FON13 o H W r"�bp2 �'•``�..`� I I al ��1��1�11�1111�� 11 \I •� I I I I 0010: RTOP CC OADWAY ELEVATIONS ARE CALLED OUT '\ 1 )I 1111 1 I TOR ED. CURB UNLESS OTHERWISE SPEC• �Vi 1 _,„_ T. ..< 1 r BY I DESCRIPTION OSO CREEK CORNER SUBDIVISION GRADING OVERALL (3 OF 4) i i' NET ROADWAY OUAMrtES co „9 i QUANTITY CY _._... .. TOTAL ROADWAY CUT 19,300 _t. `= ...m TOTAL ROADWAY FLL 7,300 I `-�'�LA.� UTILITY SPOLS 20,100 W Z . ,... "-_ ;;ti STOCKPILE RU. 32,100 0020 TRACT :R '-'I LOT 12-- I I 11 LOT 11, SECTION 34 I 1 .834 ACRE TRACT -- WARRANTY 1 I I 1 FLOUR BLUFF AND ENCINAL FMN AND MARCH 30. 9 GARDEN TRACTS GRANTEE: CITY OF COR CHMSn VOL ]23R.N.1, C.T. PG iiiiii\/ - D. / 1 I RELEASED FOR CONSTRUCTION Brie A. /nlmm,. P.E.. 000. CPO Development BON.. NANNY 0/0 of Corps CINNII ,. . _...... ..Po-. e..w«w MATCH LINE (THIS SHEET) ior, r 0 R co \ \ \- \ \, \ \\ \ '\ 'e\I.\\\\\ \t\ \ 3\ \ \ \ z/ / s\ \\, \ \ \ \\ _\`.\ \ l \ \\ \\ • \ k`''` ✓\ / 1 \/ \\ \ i \`; \\\ \ \ \ \ 33 '1,, \ \` \ \.>\ \ \\ \ \ \\ \ \``\ \\i/,\'\\✓I� \ \`\`\\\ '• \ •\`\ \\I.\\\ \\*\ \ • 1 / , 1 ,//'\ ,1111 'I \3. \; \\\ 'X\\ \\ \i\ i ( \ 1\ \ . \ \ ) 1 / / / , / / , 1 \ \ \- ` \\ \ \ \‘.‘,.._‘, I \' `. /if/ /� / } /' \ =\ \ \ \ \`\``; ` `. .. ` 1/ 1 1 J 1 11, � \\ \ \\ \\ \I \ • �` ,\ .11.........___: . 1 , , / / A 1, \ \\ \ 11 i' 1 ` `\ \ \\ 1\ ` 11I : I / / \ '3, \ \1 \ 11 1Sc . \ • 13. `" I1\\ \\3 `/ I 1\3 \\ \` : '''.3 i 9 .' , I 31 •, .'., \ \Y \. 1 ,.`/ ;\`; \is-\ \ i \ \ \\ ; I. \ 1.`. ' \\: \ \\ .\ 3\ '1\'Y'--',\,4.1-,,,,--=-,--,--,.-=,' I 4 3--=-1 01 33 9NLLSIX3 - --_ _-..„--.....4-----(1,,08 ,S9) l = 0A18 31301)0100 0N0 N I I •-----_-- ;' — NOLLOfINISNO3 NO,I 03SV31321 n v 3- O O 36 i3 8 8 2 i I p � ' ` .1' /gar 2i144 12 '88€ w F m 0 MATCH LINE (THIS SHEET) REVISION NO. DALE 9r DESCRIPTION REVISION NO. DATE iv DESCRIPTION 0 OSO CREEK CORNER SUBDIVISION GRADING OVERALL (4 OF 4) CITY OF CORPUS CHRISTI TEXAS Department of Engineering Services Kimley>>>Horn 1.100 WOODLOCX FOREST DINE, SUITE II5 THE WOCOLANDS. TX 77380 PRONE: 2I11475-2816 TEPE FIRM REGISTFUTPN F-928 'ON 133NS s,1NN7nsN'0a DRAINAGE NOTE. THE TECHNICAL MEMORANDUM DESCRIPTION el Kimley>>>Hornt.,:,,,,,,,;,,%-:_.-11,:cr, g CNLEY MO ASSOCIATES. NC.�WOCOLOCX T ORME SUITE 225 THE WOODTANDS.TXPHOHE: 281-07,211111 SlFp._ i-'_Jxww.wuLE..01.1.C. CO PLEASE REFERENCE JUNE 2025. 610101 CARO FOR 6911 DATED TWO ITERATIONS OF THE 10 -YEAR STORM EVENT1 THE FIRST ITERATION WAS RUN WITH A UNE STATION 0140111 FOL CULVERT PPE 1494111403 FLOW NOL ELEV MARTEL= 0441440 CANOE WERE RUN. 25 -YEAR TAIL WATER AT ELEVATION 9.8' IN OSO CREEK. THE HGLS FROM THE FIRST ITERATION WERE USED BUT THE FLOWS AND VELOCITIES WERE HEAVILY 11991.1MUNF DOWNSTREAM 14404/451 UPSTREAM A%) (ft) Wert IRR WDM FA ORA, 143) SLOPE VELOCITY FA) 00.09031 5) Up eam N 004T3mm (1) UpmEm (1) DanOMln (t) CONSIST PU PO11031+00 INFLUENCED BY THE TAILWATER. AS ARESLLT, ANF RAIN 917 M4 A14 1144 IN N/A WA M 0.014 1011 441 13.21 1634 LM 67 161 1147 7111.E KIMLEY HORN PERFORMEDA SECOND ITERATION 911 MN 416 011_017 SLA 111 14/6 WA 36 0016 0012 SIM IAN 110 111 LM 15.0 1561 FALSE WITHOUT TAILWATER FOR MORE ACCURATE FLOW 40 4113.15 An 416 744 163 W6 WA Y 000 1012 111 14.4 14.4* 6.11 SIN 15.15 110 FALSE AND VELOCITIES. EACH ITERATION RESULTS ARE 416 149414 1413.415 7467 144 14/6 11/4 0 096 1012 60 0457 4.11 112 435 14.19 ISA FAVI ATTACHED IN THE HGL CALCULATIONS. 414 1411440 1_A14* 5111_6145111_614 9 170 14/A 14/6 0 OWN 0 137 18.13011 18.1301 E 41 L Y 415 14.72 1419 RAW 611 4143.110 10.411 IN 170 14/A 14/4 66 0.014 0012 137 1.11 1111 101 111 142 FA IN FEPMI Ell SIH Al] INN 150 WA W4 M 5% 0.0 0.012 )9 ILA 1118f1 7.11 SIA 6140 13.14 1471 RAW 111 441310 MH 111 172.1 152 54/6 WA 4* 106% 0012 7.47 121 1171 415 111 1533 145 14A11 110 MLN 1413.110 18174 14 N/A N/A M 104 0012 7.14 NLN 70.34 40 SIN 13.12 11 IMI N MILN 144 ES 1412 47 N/A N/A N 1071 0012 11 NN MN 4N SIN 925 1112 FAIN 18 01_1 01_33 INN 101 N/A N/A N 1071 0.012 111 NLN 164 411 45 1110 12S )ALM 41 /I 16 10E7 0*7 91 14/6 11/0 Y 6071 1012 4.754 112 1.21 401 440 13.00 1140 FALSE N 16_15 A E6 271.01 61 5 1 54/8 111% 1013 14 470 17 4.27 11 113 1100 FAVI 4 16 N 18 ES 440 174 6 6 44/8 ON% 0.013 111 136 170 1.11 427 11.61 1300 FNA 0 45 El N M 11.0 114 5 8 N/A 0116 0011 111 L4* SIN 406 414 11.61 1111 FALSE 4_04IFALL OMAN/ 14.141 3440 N 5 10 N/A 9.026 0.013 47 W WO 3.1 LN 9.1 120 IAS1 01 141 0W 144 091 SIA 117 44/4 6/4 42 612% 1012 54* 111 114* 7.111 14 141 1416 FAIN 06 144_0* 614030 66.23 M 14/4 WA N 00276 1012 64 1113 1113 712 7.91 144 IAN FMN 014 IM ON M1_0* NM 130 N/A 14/6 N 611% (LOU 64 AA 9.33 7.11 712 1434 144 FAM On W 027 IM 04 1131 N N/A 11/6 4 11134 0.012 1.111 AN 112 7A 7.11 1470 1434 FMN 07 NL036 614.027 111 11 14/4 44/4 N all% 0.012 111 ASI 114 7A 712 1414 1470 IMM 011 144 OSI NI 036 411 410 11/4 11/6 N 100% 1002 611 33.4 0421 3.9E 7.4 1174 1414 FMA 04 M1024 ML00 Nil 630 11/6 WA M 0076 0.002 SIM NN 110 194 14 1114 1151 744 64 14 023 1.111 014 NN 311 11/4 4/4 54 0716 0012 110 436 NSI 5.11 114 02.66 1114 FARM 01 NN 022 MI O23 NA IIS W4 N/A 4 0016 601E 3.4 Lti N11 111 1Y 139 124 FALSE 01 594 011 MN 022 119 M 343A WA 14 0054 0012 5.115 LO 17 112 64 124 1105 7NS[ 001 WI Om MN 001 NM 111 11/8 11/4 54 100 0.012 111 LN /.N 16 111 1277 111 FALSE 00 01_00 MN 00 NN 111 11/4 44/6 54 1774 1002 1* w 116 612 LN 120 17 741[ D OUTFALL OUTFALA_i 144 09 NN A 144 11/4 34 60371 1012 07 E.41 ►N 111 196 114 1214 FAL14 06 01_04 734 CLS 1* 1* WA 11/6 M 611% 0.002 20 1186 129 0.111 LN 1m 1294 FMSE 434 MI 033 144 04 M.N WO 34/4 4/6 m 1.1.1% 0.013 1.111 114 lin LN LSI 129 140 F4W CLS 191_01 0103 8.52 14 44/4 194 36 0.1116 0013 40 14,10 1114 434 LN 12.81 111 FNA 02 MLN 14103 647 212 14/4 WA Y 012% 1012 LN 3.4 NN 64 LW 100 14* FALSE 911 144,031 MN 11311 NLN 31 4/4 WA 66 601% 1012 40 AA 1451 LW LN 1466 111 FA= 017 01_14 414_1997 1174 313 N/A 4/6 24 100* 0.012 SA 144 142 14 9.05 511 146 793 631 IAN Al MN 611 1086 55 N/A 11/6 4 10216 0.012 0.4 1111 121 686 471 4.72 1446 74434 510165 CALCS FOR 106MWORM RAM %YR OSD CREEK 91.1/9141E1 ONE 1149071 1 11316714 1101CI4VERT PPE 14144110 FLOW HOE BEV INVERT ELEV F14161400 GRACE 09.01549 114MNn 01414903 Lpbpm 000704030 3.0004171 P010046017 5115WI.MDN1 *O645TRNM FLOW V 19004 Aal 311 HENFT W 910TK 111 001. IMI SLOPE 4 VELOCITY (116) A) A) N A) 14 AI ANL 0107 441314 NM 126 11/6 WA 66 006 0.012 216 1417 110 SIN 17 14* 1147 FNA I BY I DESCRIPTION OSO CREEK CORNER SUBDIVISION STORM CALCS 957 143.416 444.617 124 121 11/4 144 66 00% 1012 20 1414 1402 64 LN 10 11 FNA 444 0141 50416 3153 111 WA WA 4 0.014 0.012 21 141 14.50 11 111 115 12.E 7243E 416 MILAN 1414 915 110 144 14/4 WA Y 0035 1012 14* 149 1412 614 131 144 15.15 FALSE AN 013.1 NH AM 112 ID 44/4 14/6 7 0.4% 0012 3.14 1471 1411 E.A. 1.1 1415 14.29 77E 44 143.912 14111 179 172 34/4 14/6 N 61114 0012 10 MAO 1*71 172 186 1472 1415 101E E12 0LF01 444.612 13.1 IN 14/6 14/6 N 0.004 0.012 54 3431 4486 3.11 3.22 111 14.72 FALSE B11 01_110 1.111 El 1079 333 WA 44/0 4 O % 0002 41 1417 040 411 111 133 111 11050 1110 141 0 144 ELS 15.4 534 144 14/6 N 0.401 0.012 11 14 1417 418 445 1122 133 714E 4 MN M 101 E9 17.1 17 11/6 11/4 4 1071 0011 114 1126 170 4413 443 115 12.72 761E 4 141_02 444_14 217.46 101 4/4 14/6 N O % 0.012 1.67 114 114 4111 411 140 111 INA 17 M E6 1.44_1 143.74 1 WO 44/4 N 0.0716 0012 112 114 1107 1.1 411 100 140 INN 4 1 05 M 0 14.04 Y 1 1 11/6 11111 1011 411 IRM LSM 437 1.1 10 10 1M1E ES A M !I 0 100 311 1 1 WO 14971 1013 3.10 111 LSM 434 41 181 13.0 TRUE 4 M E5 1134 382.4 214 5 1 14/6 60606 0.013 SIM 111 114 486 SIM 165 12.1 *UE 7 1161 /I0 31124 212 S 6 14/4 0411 0.013 727 147 LSM LM 44* 12.56 12.65 101E 6_0U1IM4. 03154M31 501 411 45 5 10 14/4 10316 101 110 019 10 111 111 181 10 FAIN 01 01_130 14_01 0.17 34 WA 44/4 42 01116 NU 417 141 114 712 17 1433 4410 TWE OM LSM 0* MN 01 971 34 14/6 14/6 4 61131 0012 SIM 111 Ian 7A 7.11 An 141 141E 00 444.0* 104.09 1117 11 1414 N/6 4 61216 1012 4.0 MA 1410 7.70 79 4434 144 1111 O4 01_037 MLD* 414* N 14/4 14/6 N 011% 0.021 4.1 114 1461 7.10 111 1470 1434 INN 01 1914_04 141 DTI NY 151 WA 14/6 N 11116 0.012 411 1430 1474 712 7.4* 1414 1170 NNIS 04* 141_04 0*4326 6111 470 34/4 40. N 00116 0.012 6.16 912 131 6.91 7.43 13.54 4.14 1161E 06 an 04 MN 025 417 430 WA 14/6 34 6076 0.012 44 111 111 150 .24 114 111 141E 004 MN 233 AIN 04 914 31 WA WA 34 0014 0.012 414 114 IRM 3.70 114 111 114 TRUE 023 01_02 01_123 111 ILS 44/0 4/6 M 007* 1032 10 146 1* LY LY 10 186 741E ON 144 001 LSI ON 412 N 11/4 WA 51 OSA 6012 1.0 1212 02.4 614 110 111 103 FALSE 021 MN 034 MN On 111 190 196 14/4 54 0.71 1012 672 AA 114 SA 14 12.77 111 FALSE NO 441 MS MI Om NM IN 1464 WA N 6071 1002 411 12.34 111 3.1 W LSM 12.7 FALSE 0_OI7FA1 0009_2 MN 019 9764 46 4/6 WA 54 0096 1032 61 13.51 1114 IN 114 114 LSM FALSE 014 01_04 144 01 410 116 11/4 N/A 24 11156 0012 146 1627 14 UM 111 111 130 7142E 04 194_03 1194,04 111 300 WA WA 7 1116 012 21 un 11 10 111 124 1.31 117E FOR CONSTRUCTION 013 MN 02 1691_033 Til 111 WA 144 14 11114 1012 LA 35.47 11.* 14 50 11 111 7911 RELEASED C1 01_16 01_02 41.4 222 14/4 WA N 0.0% 0012 3.1 13.38 17 111 111 10 1221 TINE .,. _. 034 10031 404,636 138 314 14/6 WA 36 0.171 112 3.74 15.11 172 14 1.06 1426 15.42 7M42-..- 4657 444.111 104_637 30.11 3.3 WA 144 34 11211 1012 LN LSA 179 LN 1105 112 15.46 1311 144 A.W1NNn,P.L CACCFSE FN 1413.32 144,366 114 35 14/4 WA 14 10214 _ 0.012 111 144 14* 14 3.1 1472 14.46 1304 0999000 1900 1165109/ Cly oT C04V4 C11%0 Nan Com/melon Plana .11 upn Mood on nu DRAINAGE NOTE, THE TECHNICAL MEMORANDUM CONSULTANTS SHEET NO. �..� 3 �y4o�111 ..i Hy BOEPAORTn 199604 R . Y c75 : Aiy,I, E, 1 r;'-RR'��� �B�,.rr/�6/2023 .1 ?awl) 1J�'� PLEASE REFERENCE JUNE 2023. STORM GALES FORME.. PREE MM.. DATED TWO ITERATIONS OF THE 100.YEAR STORM EVENT WAS RUN WITH A 13Mf STATOR 1 1EI4%N gar CIAVENT FSE 718661305 FLOW WL ELMO m2IT [Lev FNLMEDONAOE WERE RUN. THE FIRST ITERATION 25.YEAR TAILWATER AT ELEVATION 9.O IN OSO CREEK. moan 00/1b433 UaSNM lbw* Upfrwn Op* 11031311 PO1001040 THE HGLS FROM THE FIRST ITERATION WERE USED AND VELOCITIES WERE HEAVILY 175636414710 OOWNSTNM FLOW C WM.. N*211 IW WISPY (41/IRI NOM DLL IMI ELOPE n NI 6 N/ N 0 11 0 Al BUT THE FLOWS INFLUENCED BY THE TAILWATER. AS A RESULT, 550 AH AIT W AN 1 WS 113 N/A N/A N UN 6011 173 NN 107 630 601 116 1347 NLN KIMLEY HORN PERFORMED A SECOND ITERATION Ail 1.1_416 1.11U7 NN 171 04/0 N/A N 0671 6012 375 X71 3413 64 613 1100 116 NUN WITHOUT TAILWATER FOR MORE ACCURATE FLOW M4 MU A6 MN 16 9/0 N/A 4 50131 0.012 SIG NN 34.75 601 Y 1519 x16 NM AND VELOCITIES. EACH ITERATION RESULTS ARE 115 134.010 69LA13 130 M/A N/A tl LONE 0.012 SU 1157 1471 61 W 1455 1139 NW ATTACHED IN THE HGL CALCULATIONS. 012 591,01! ...LAM 11 169 130 6/0 N/A N 1141 0.012 130 140 1471 113 W 5472 1455 TEE 112 0_411 131431 Wil 131 6/4 N/A 31 0201 0.012 151 69 146 171 5 6 5111 6 71 361E C L 1 0 py s �x f� E[1 $$ 7 ^ o M ^ 3' g f3 ` Y SS >}� p {� F# 0 AO R i 0 _ 2 E A 791 MILAU 19 5.13 IN WA 4/4 6 6671 6 012 l 9 136 1446 111 3 33 1 3.6 1411 74130 ll Eit M91 0 540 0 1.114 611 ULU SN WA 11/0 6 6671 4012 177 1175 146 li W 1133 1L6 361E 715 W. NI 61 171. 313 6/4 4/4 4 UN 0.013 3.6 1114 1171 430 413 an 13.33 366 N 14.4 554 E9 133.11 257 34/0 N/A 6 0.055 1012 523 111 33.14 M 433 1115 1311 3613 15 841_07MINi_07 _55 101M NI N/A N/A 6 000 1032 19 11 55 11.8E 131 4 410 6 6 25 FAME 57 12 55 131_0 111.30 91 MA MA 66 0.01M 0011 413 11.53 UM IN 413 6N 64 N%3E E4 9 6 18 E6 55955 6 5 5 WA 4.3136 406 0.51 11.6 IL13 ASI 4.6 66 13.6 MU E6 15 N 10 FS 3119 174 1 5 NM 0116 0013 139 1074 1021 413 46 1211 631 FMN E4 15 6 13 13 3431 244 9 5 WA 0.3N 0013 LN 113 1174 413 AN 11.6 11.51 NUN K 15 6 13 El 5513 179 E 5 W0 0.013E 0013 513 113 630 113 413 656 1165 3044 LON .I 0UO*0L1 15 EI 15413 4 1 10 W0 UN 0.013 7.13 7.6 113 s6 4.N 16 1113 001 MN 030 MN 931 136 117 WA NM 6 01311 0.011 105 04.4 617 7.51 127 116 59 14 79UE MO 314.055 MN 030 1013 N WA NM 411 1113 0.012 133 1375 14.31 7.13 7.13 1429 1431 TRUE 031 MN ON MN 019 77.13 130 WA 74/6 45 9.315 6011 06 NN 0471 7.13 705 14.31 14 29 TRUE NOLEN MN D9 2113 N WA NM 4410.113 1011 413 KIS 1455 7.31 ).13 0615 918E 001 794.071 ON MW D2) K13 131 WA W 41A PIM 0.%i 430 13.5 126 703740 1416 10 70104 013 794.915 MN 1/16 3013 475 W4 44/4 410.1130 1011 4.T 1113 146 4.6 )M 3.1 1 14.16 74150 ON 634.936 174 D25 MN 413 WA WA M 6013 0.012 4.611.01 3183 113 213E 616 1158 FRSE NI 101_073 AV 013 1366 NS WM 14/4 34 0.0111 0.011 4.6 1115 6N 171 LN 11.6 13.16 NMS. 031 79509 411925 1169 113 74/0 9/6 54 51016 161 7.13 10.8E 61 s31 113 613 613 44156 031 LU 931 AU 012 169 N WA WA 54 5O71 0.011 413 309 136 130 36 1130 603 54104 011 10010 Ni 021 19.6 /SO 31/4 5/0 13 31136 0012 7.13 NN 6n SO 5.35 1177 116 ON 604.013 131 010 1M0 10 WA 5/0 13 00116 1011 7.6 148 1114 La Stl 613 119 0.9/7011 611.14.3 134 019 5146 4 WA 14/0 13 INN 1011 7.13 06 135 SN 166 114 12.6 7.113 CN 61 CM 131 C35 727 115 6/4 14/0 24 61111 0.012 151 1144 1113 613 180 610 1196 CN AN C13 131 C34 955 113 6/0 6/0 N 6144 1011 4.74 3113 1116 113 413 669 04 031_C12 551133 516 169 WA WA 30 611 109 7.13 1040 1.115 56 113 1111 11.6 761[ CU 851_6 134 C32 KSS 62 71/4 WA tl 61130 1012 44 11.0 52.0 19 144 13.6 1131 FMN ON MI 06 060 14 3023 352 13/1 6/4 30 6613 1012 5.6 119 671 137 613 613 632 1151E 56 104_531 551347 119 313 54/1 WM M 519E 0012 646 Kn 671 LN 00 632 1546 1116 535 1.4(_114 644.116 020 6 NAA WA 13 61556 0.012 10.1 139 1413 66 19 139 134 11543 I ar I DESCRIPTION OSO CREEK CORNER SUBDIVISION STORM CALCS RELEASED FOR CONSTRUCTION E. L WTroNp,F.0 C714 CFU 04641723076 NEN. 0016. CITY 01 COIN30 cM5U Note' Consin..mtlon Pune rAtt uH.• 13444don u. r� na.d y.xi¢:oi wxrtimvr �'wl ..rwcs DESCRIPTION -..-. Kimley>>> Horn g -g A g .2023 wmer+roNNANC assoc..,Nc , `_ 4, a WO WICOOLOOM FOREST ORME PATE 225 TBPE NMI REGISTRATION F-928 WNW. INIALE,PORN.O. g sTM rYPf •b MN O28 STA 2.01.02. RIM I4.SP FL(NEk2e9 FL (SE): 1.10 - q4 wwiw.x9 wro.ur ...... .. 00004640. °. w .. ` gTA .00.s D.°P.x..y= TA 1.93.09 MN1.41,. Pss) PROP. 2459WR ESMT �,/ �[r zrwMillifl ..,.:0wwvze 1 L TYPE III BARRICADE ANOPA • ER FOR S. WONT OF AY DEDICATION 8•WATER LINE 1e• OW OTHER9) RW p GRAPHIC SCALE IN FEET 8 0 20 40 CO FUTIAi oNNECTION - b ---- -00.79*--0 _ i`N. �'`I _ d bDHx e OSO PARKWAY �SLY•7W1C7:�►AVN m FUT 90 _ s� :. D - OSOPMMNAY 1 32 LF OF 42 NPP 0 0.11; 362 LF OF 36' NPP 0 011x L w - - — 1 ..►`7a+, ---- m LEGEND - ----STATI2 d,nswlT U STORM SEWER MANHOLE O END CONCRETE NDCON PAVEMENT ,�, .� STA 7 7 / �. / O STORM SEWER CURB INLET (CO PROP TYPE, I Cu2B RAMP RIO 1400 FL (NE). r9• r,..,N°�� IO PEDESTRIAN EASEMENT) I *c.' (OTHERS) THER 1 SEWER EASEMENT) STORM SEWER 14 1 FL(SE).8.62 FL INWI: 8.82 tt 1.1.08 STA • TA: 9• ]84. RIM S IT p1I B.er Ji1t Mil BACKFLOW PREVfNTfR 43 FL (SW BIT 0 WATER METER I II I I ' PROP RAMP I OSO PARKWAY WATER LEW Q SANITARY SEWER MANHOLE SANITARY - _ - - PROPERTY LINE SIDEWALK (V TYPICAL WIDTH) 1.'.'.1 NPoSDICTIOFUL WETLANDS IALTLL — ? : En NOTE . z_ ■■■ ■■•■n■■_�■ ■■■ ■■ 4 I WLET LER E WM. UNLESS onl69mTSE NOTED. 20 : ■■n�■nr ■■�■:M:� ■n■=n ' iCi� M ■CC:: 20 — ■■■ 9P CFQI M . . :.'�: ■■ i=ia■98 �C BE 0r3 O - ..*,....00.6 : ■■n■w �IL�TO -- of OR DENS �OR ; °d< rAM'I 110 '• EMTER R1F. ■ RBCdA.1 .71019'-- t5 + HOUA ""� - �_' ramANOMMONJJ..... 13 _ �+/l-- e' I DESCRIPTIOI OSO CREEK CORNER SUBDIVISION OSO PARKWAY STREET & STORM P&P (STA 0+00 TO 10+00) III 10 w■ 54 LF OF : 10 On m a.r PP III s QOM; CLiticsr��■■■�■■■■■■■■nn■■■■■■ n R. : n, 5 ■ n■ ■■nnn _■■■■■�■Mn■■■■■n■■ ■■■■■ ■ n■■■■■n ■ ■■■� 1•111■ ■■ ,r . ■■�■■■� INIMME■n■■n■■■ �� ■� Z ■n■■ ■■w�■■■ ■■nn■■■■■■■■■■ ■n■■■n 0 =El ■ ■n■■■■•■■■■■■nnn■■■■■n■■■11111OM■■QOM 111111111111111 IIIIIMEMININIMMIN ■ ■ -0 0 • �■nn� , MIME o ■i■■ n +j i�iiiGn�n'Giuiiii�� n■■ ■n■■■■ i _5 n■■ ■n■■■■�■■■■■■■■nn■■ �■■rte -5 moss MINNOME Infill II Ens ■ ■■■�.. ■■�� ■■■■ -10 n■■■ 1 ■n■n■�■n■■■■■nn■■ ■■�— ■n■ -10 ■■ ■n■■■■_■n■■■■vn■■ 1111•1111•••• =••••111111.11•••••• s N EW J ■■inn■■ ■■ . ■■nom■■■■ �n ■■rn■■■■ ■■ ■■■� ■nn■ n■■■■■ y--r-; --• —n■■ ■■ ■— ■ ■■-■■ ■ RELEASED FOR CONSTRUCTION _15 _ 0 iC�■nn■■i ..: M■�C a■..n..i. -t 5 MEM ■_. ■■ ■■ ro .-. ■�■■ as " - _■■■■N ■n■� �■ ;-t,. eMAw tn*.F.CCM.cw NIwNEF Y �� :��■ �� 3 ■■�n■ (WD•Ly16DIIIM+6 at Clwled 5 7n ■■■■ ■■ ■■ ■■ 500 n■nn ■ *r .4w,.. on Om -20 .__._. ,�, �, MW..., 1 : w��� -20 0.49,x0+ Fras In UDC 3.8.6.F. 1+00 2+00 3+00 4+00 3+00 6+00 7300 8+00 9300 10+00 MIT Ms" x vA r�wrs�":s.0 P -0+p, .. CONSULTANT'S SHEET N0 . •.:1, A....« ..................:... Kaq•.!-. BOSMA,RTMt„f 1.98601 L d`�B� x Q '$7312023 n,9n .�z�iii _ PROP TWFI CURB RAMP \ '4:4= MN w0+ ¢: w:nwrn' 9¢P Dm 13 LF OF RC RCP O 0.79[ A99 ST 115407 1 �,/ ICRY.MA.Ailf I`9. C. o 0+p A MLACROUP .64 i t 64 eM I m Cr. RIM 14.57' O L ( 1. r 0 mov1 •. OI + Amow.msl IDHTOFJzAY EASEMENT 9`WATfR (SE). 9.7E FL INf: BIt' ( )- . (SE) O 4TCH LINE STA 1C iHERsI oP TYPE 1 swATFR L12✓E =EMI - O GRAPHIC SCALE NV TEST + 0 20 b 80 0p = P.- s /% or) r. Q /\ a3S Yui i SY Efh O_ Y OSO PARK "a.":..'.— 95 �— : Tcn 211 LF OF 21' HPP O 0.111 172 V 0+F 80' NPP _ O 0.09i 120 LF a 80' NPP O 0.09%- W I -E :+ a tl LEGEND 1 - ! it • - Al T 2 (..) 10 J CURB RAMP SANITARY /7 IB PEDESTRIAN EASEMENT (IT/OTHERS) SEWER EASE / 11 P CURB RA SRRA17.00 INE,: 5.98' SEWER EASEMENT 10 PEDESTRIAN EASEME NTJ ~ O STORM SEWER MANHOLE lailligBPlicP TRAMP E FL B.44.PSR STORM SEWER CURB O INLET FL .. H pctFSIx �~ STORM SEWER RIM 15199.&,•A FOS STA 19,07.90 STA 2.0.11 00 Parkway 4 to CN0A Oriro _1 SP �' "".1� s FIRE HYDRANT ASSEMBLY FFL L(NW1: (W3 3.. FL SW .OS' Y II a § N CAW VALVE AND 901(ea BACKfLOW F PREVENTER G. WATER METER - WATER UNE p SANITARY SEWER MANHOLE OSO PARKWAY SANITARY SEWER •4441_ _ PROPERTY LINE III_ SIDEWALK 15. TYPICAL WIDTH) I.4.•.1 WI.SDICTIONALWETIANCS t $ ! { 1 ■ NOTE: ,L.. ''. C 1 ! ' ■N: NIMMI PLT�IANATEAR E 9I HPP UNLESS OTHERWISE NOTED. 20 a r z ■ 20 I III.. . ._ _. AAAA 041PACTED TO Fsx B _ 100Yx i; bPROOToit DENSITY DR NATURAL LUNO Pa I ye .. 5 s M. H F9TlICHaE�y'(MM!-�R NON OC iF. F t... .h y... 9rR IaL 00 YR IICL 15 -.% Air �� ��1 sc.i � /Nss �- '�/ .9®x 15 J __ _ 9Y 1 DESCRIPTION OSO CREEK CORNER SUBDIVISION OSO PARKWAY STREET & STORM P&P (STA 10+00 TO 19+00) lir / - E �'/6 /lam/ c. . s.T�l ,//'IF.# ./ / _ iia /VN - _ _ 10 ; 10 24,1 OF zL IItP®B•■ I - 00 + 5 F a oK HPP 172 a a BO' 60OSx 120 LF OF Sp' 1P @009U _ __��...___ _ 5 - N i•N■■N■■N ■N■■NNNN■■■■■ ■N••■ - - - J �� z =■■�■■ME■■■■ ■N■■■ MIN M.. C ' ,. . ■ ■■■■ LU N■■� ■■■■I■■N■■■■ N■ t .- ... o .j N■N■■ME N■■ ■■q■■■■MM ■ ..■■ ■ ■■M■■ J o = N■ M:.1111..:.r OMEN MI ■p■■ l ■�IM�H• ■ 1�••■�■N■■■iJIIIIIHIIHF• ■ ■ ■N■■■■. . N■■■N■N■■ N.■I■■M■■■■I■■■ ■■_■■■M■■ •■ ■■N■■■■i■■■N■M■■■■■■E■M■.■■■■■■I■■■■M■ME■■■■ ■■■■■■■•!■_■■■■■—■•■■•■■■_■■■■■■■■_■■■■ EIMEMIIIIIIM=MOMIIII ■ ■•■ ■w■N■ ! -to iiiiiiiIii iM ■ ••••■••iiia+++•••••••••••i•ii■ • ■ !RELEASED FOR CONSTRUCTIO -15 N■N•■■••■■■■•■■ ^^ ■ �■■■■■=■■■,111=1■�7■■■■■■■■�■■ 5 ■-••■■_••• , —•••••_•• £LM ••� .■■■■NN■■ .•'tl.. ■ N■ ■ . ■ ■•.401111.1111.14.1111111r ■ ■N { • BIN A.YMMIKI P! CAI CPN 0+iINEM iEia•• , .:�. ��.�•�� �_� N ; 89 c.F E p MN City N: ■N ■ Tri •■NN -E1311111111114/111111 .Gw »9'9. -zo \ ,a w� 20 Q0:�.utiw9on.A1.bSIn UDC5.9.1.F. J 10+00 11+00 12+00 13+00 11«00 15+00 16+00 17+00 18+00 19400 LEGEND CONSULDWYs SWEET NO. Ex0. 1rwL 1 0 STORM SEWER AMNHIX£ Q STORM SEWER CURB INLET ICO 1.:�.•. y✓.1 /•f 11 ,H ,•1 if I�LLV136604 RTHj 15yy< �99�Q4 � Yj �IIP,CENS/%. 4 .�F� ldN}L_+t 1 Z '5/24/2023 CURVE TABLE COST. CFP STORM SEINER CARNE RADIUS LENGTH CHORD BEARING CHIX3o DELTA TANGENT MEMT' RICHT OF/WAY ET DOC. 113009015519. O.P.R.B.:.T. a FM MDRANI ASSEMBLY CI 500.00' 107.2r 11]439.00'5 107.78' 1222'22 51.20' CONCRETE PA PAVE ENT I TOI w GATE VALVE AND BOX C2 500.00 108.01' 1134'53'01"E 107.80 1222'99' 51.22 RXTOWN BOULEK000 YO`NU PRO.I. NO. 088) I E➢ BACKFLOW PREVENTER MST IS'I]IIUTY EPSEMEN:3 4e I O WATER AFTER OO su n.lo rtr . 10 WATER Su m.mo.orr. xrm r STEEL EX IT WELDED AS WATER LME O SANITARY SEWER MANHOLE C E 0 p _ a E * •- � txY sppa SS ra 4 E 1 w .� Y 5- PIPELINE CONTRACTOR �®" . .. •. OFl PTH LANIARY SEWER _ - - - - - STA M.85.0, F O N POWERPOLE, _ PROPERTY LME W WATER 55. womu• x ms PoM' 19A]' FL ILEI, ]A]' FL (11x1. nor R cOLOCINAreOWrt POWER PROVIDER SIDEWALK IS TYPICAL WIDTH) Z g " -EASFMEN] oP11xcr, FL SW 0S - JURISDICTIONAL WETVNCs =_2oo LEaeo•NPP eo.oe6-tl- ��� 4 A........1.9 _----. l+eQ 411.8 448, ' I^ ',. 111.1 /13,5 1fa78•xPp -_ �� ACTH LfTIFARWPM DS ARE NHPP UNLESS OTHERWISE NOTED. Q - 7 SEWERR EAISEMENT 10 PEDESmwN EASEMENT) O� x _4E•� 0.� _ 1220 is Of 98' NPP . �e� - � .. 17400 b ��I ��� 128 Li Cf 56 HPP • 0.09.[ �_b $ ---_ {111-80'...-_ MOW.. ``�� _�---___ 1I ` STA 3to• Si 33.54.14. 1L90 - -=lit \ W IX . ,/ % 14 SE fLISE]9.58 FL INE FL(R R SW 15 C/ - _ _ _ _ 1 <I� r F11151:9.18 v O I n' B eR • A, STA II 78 15 00 FL INEI 845 STMTME'A'MHAt] STA 35.96. MMM 4LNus 7EL/ rr COD mom. $HNwm 1 GRAPHIC SCALE W FEET 0 20 40 BO IS EI: 8.51•. rtINW):8.51• ISA': eus RI 158t' !1151.8.58 FL SW 8.58' wµo,. ,90.0 RNV ULT 6>_ OSO PARKWAY EO 90140W NN - 1 z5 1 1 i HIGH KKR , 1 k' i15 t_ { �� t' i I ' It91 -_. w811 M9 5 20 `+ I "' I Et369vc a1x112 -- - 20 -�... R_ D CIXPO� t THP ;GAB r,-mu x� re .R, N 1. y _- _ WIlICAL PAN -y-1 I 1- T"eo"" MS° 10 e^A 1aBY11 c: sYa Nc .cFNrtiti,o C C .$ t TIN le 11. NS , 5 29«]a .. -{ 99]. 925.15/1 I er I DESCRiVlION OSO CREEK CORNER SUBDIVISION OSO PARKWAY STREET & STORM P&P 3 (STA 19+00 TO 28+97) . . />--•, �% /�1 %y �r7� �O /AP.' 1552 /'/ /i >9, 15. / x--. 10 lO, 3.5155 623 211+ms ,499 .FF. L._631=0..B IIP, 900.09% r' i N E..n.. ... 0 1M F0 49. Hw+M 0A3x Ir LF OF98 lb Lf OP 98 HPPBI6.9. 5 Qman.. nose 1 ��52 1111■•• •-••■-■•■ ■1111■■■■ ■ NEM r - w z -•••■ -■■11_11■■ ; ••••••■ ■ -_ N 4.�, �_ 1;3 0 1111■ ■■■■■�■■■ 1111■■■■ ■-N■- ' 0+ 7 " 0 0 299 -111.11■..1111 1111■■■■■ 1110■0 r- .. .. 27+11152 95. x 11.111.1... ■■11■■1111_ ■■■•■-■■■ •■■■■■■■ 11.n F • MINIM■N■■• 27.2302 78 ■■ 3104L93 1183 .111.1111111111.111 -s 21+5553 11.53 ■ ■p■ �� ■ ■ ■ 11■11■ ■ ■ 11.11 3.11693 ,120 ■ 1111■■ 1111 ■■■N���- ■�-• ■ 1111. 115 =: t ., DESCRIPTION Kimley*Horn s = F. M TTs.NC. NM W0001.004 THE WOOOLNIDS, . MP PROW: SBIATE-SSIS NNIN.�ETE..10TN.aON a :.N1:11'o CURVE TABLE /20 CURVE RADIUS L040111 CHORD BEAR610 CHORD DELTA TANGENT 03 1519.90' 537.03' S212.621•E 534.21' 2011'38• 271.34' BS STI. 2.00,11 Los Craws Onw- STA 15.01.00 On PnOwn (RAMC SCALE IN FEET 40 I 6 . STM TYPE 'V ft STA RIM 1130.01, . g • FL (NW): 5.11' FL ISE): ISW51.95 t . wnrtln Wei ion pn sRnn wm • P " STA 5.52.21. RIM 11.05' FL (NW). ABB FL ISM: 7.66 .. cxwrt[°°c prtoA1� u a P.R.:.Y • 20 • ,• ••• O FL Y.66 FL(SE :5.11' FL InnSM: 1.66 FL SE -41.86 Ofiliiiii PR, TYPE1 CURBRAMP PROP PROP ttPE1 CURB — — — — SEWER 1P SANITARY EASEMENT _ -- — — "- Q LEGEND `.•. _ Q .- j /'1 STORM SEWER MANHOLE I • HICOS DR. a z —,, STORM SEWER CURB INLET 1 r �� 130 LF OF 6S• HPP 0 0.00x �'. — — ,•• -' 332 LF 07 66• NPP — • 006x b �- — 351 LF OF 56" HPP O OO6f. - (C) J — STORM SEWER L~_ I�- 6 d9VAYE7uFFEA5FME0T 10' WATER -- ---- ~- -- — — — — tY WATEIL U- I- Q FIRE MYOMMASSfMBLY GATE VALVE AND BOX 1 BACKFLOW PREVENTfR PROP TYPE 1J CURS RAMP w. orr .nm en -IRS RNP (SYOTNERS) WATER METER 1 gM61WAP 1c I11lillikp (BY OTHERS) - - WATER UNE O SANITARY SEWER MANHOLE SANITARY 6.5._ — LINE ............ PROPERTY LINE _ SIDEWALK (5' TYPICAL%MTH) I+•, •+1 auwsDIcrRxlAL WETLANDS LOS CHICOS DRIVE ALLNL£1LEADSARE21•HPPUNLESS OTHERWISENOTED. ■■■gq■fJ' q■■■■■q■ HCI■q■i■■■■■■■■ ■q■iklgq■■■■q■■ ■■■■■qq■k'. q■■■■■q■ `Iii■■■■■■■■qq:C:■■■■ MENNE■■■■■■■ :■ ■q■■q■■■Q ■ ■q■ - q■■H•IIMI :::Cr:■■:H:■•::H: 20 ■: a ■■q■q■■■h :H: ■■■■ q■■ 20 D --- ■qq■■■ ■■■■q■ii■■■q■■■■■■■■ ■■•� a OBOEc ++ TO BF ,OMPA TED to =EMU. ■■q■ ■■■■■■■■■■■■q■qqq■ ■■q■■■■■■q■q■■q■ I Br 1 DESCRIPTION OSO CREEK CORNER SUBDIVISION LOS CHICOS DRIVE STREET & STORM P&P (STA 0+00 TO 10+00) ■ (y. E FSHREce5infNDATION SYRNI'.L q■■■■q■■■q■■ 15 1111111111111111 ' ■■■■mild■--- = _ ■ ------ ■■e.■■q_ •U:■■■■•••UU le•m 10 10 - g = ■ w ROPi i 110 IF OF 55.N>Pi. 9 OF : 22002x 2NLF0F55•HPP®o.ON111••••••••••1: :■. • ,I Q 5 MEN ■ ■■ q■■■■■ I- 5 1 EMU q■ :■•■m■■■: ■■■■■ Z • ■ ■■■ ■■■q■■■■■■qq■ ■q -_. : i:::i0 o :: ■■� ::. ::: :n:n:n:unn: o •••• • - ■■■ ■■■■■■■■■■■■■■q ■■■■■■ ■■q■ ■■■■■■■ ■■■■ ■■■■q■■■■■■■q■H ■■■■■ ■■■■■ ■■■■■■ ::q �:: H::: :::::: ■ ::: H■■=■■■■__ ■■•■■■■ lIl ■:■■■■ ' q■ q■■qqq■ •■■■■■ ■■■■■■ -5 =5 ■ 11111111111111111.1111 •� n NnN■111 :: ::: 111111111111111111111111111•1111111 ■nn ■ R0111101111•11111111�::1111111111111111111111111111111111111111111111111 ■ 11111111111111 111111111111111 q■q -10 ■■■■ ■ W ■■■q■ 1111••••11M11111 q■■■■■ q■■ •■■■■ ■q■■ -10 ■■■q■ 011111111111111 ■■ �q■■■ ■■� ■■■■■■■■I q■■■■■■■■■■■■■■■■■■■■■■■ RELEASED FOR CONSTRUCTION Cs "mP ■■■E. .�qq■: ■■■■■■■■■■■ • .: ■:.:■�:::■■::■■■■■■■■■■■ 1111:::■ �t : ■ _■■■ -. _ ■■■■■■•■■■ ' 111111111111 ■■■■■■■gl■■■■■ll■■ SD.A 1MONn,PiLMItDM1 DSVMepnMM.BIden121,S•51 -15 .■:H ■q ' ■■ 8 ' q■ ■■■■■■ ■■■■ ■■■■q■■■■■■ ■■■■■ ■■■ -15 City a Como awe ■■■■■■ ■■ 2 2 ■■■ ■■■■■■■■■■■ 2 n ,, ■■■■■■■■■■■■■■■■■■■q■■■q -17 I , Ww 1 ,•� ,Jv t 7 10...mmon..N1.40 UDC 3.5.65. 1+00 2+00 3+001 1+00 5+00 6+00 2+00 5+00 9+00 10+00 8 8 8 O MATCH LINE STA 10+00 27.0734 I. z4 w st ( 66 OUT 4.36 C 66 IN 433 1 24 I 7.29 i 24 Pt ].29 96 000''410 46 IN 5.2$. C 66 IN: 4.3 Pa PP PVI la 1 • ••• 0 40 N C) 0 U) 0 y s 8 MATCH LINE STA 10+00 8 i s DO C1 0 ;-- Q O SE a REVISION NO. DATE ar DESCRIP0OI REVISION No. DATE BY DESCRIPTION 1 I9 OSO CREEK CORNER SUBDIVISION LOS CHICOS DRIVE STREET & STORM P&P (STA 10+00 TO 16+00) CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley*Horn .,,,ORN AND ASSOCIATES, INC WOOOLOCM FOREST DRIVE, Su. MS THE WPM/NOS, TIRO PRONE: 181-06.16 TBRE FIRM REGISTFUTION F-928 WWW PORLET.ORN.COM ON 133HS S,1NV17HSNOO /, CONSULTANT'S SHEET N0. '•.II I�LLYL BO6VARTM} 1'I' •q. tty143 .1s t(ti 0 't31/2023 ///,, QQ��� ��yy}} 4'/,44 N Tli _ o 6 4 / CURVE TABLE NOW y • Y CURVE RADIUS LENGTH CH0R0 BEARING WORD DELTA TANGENT / CA 1177.77' 380.4fi' 5TR6'{8=E 388.87 1838'41= 10).06' . i / STA: Ir99.99 MpxIN Pau = TA,w037Ow P.Arq GRAPHIC SCALE IN 1EET 20 w 60 / L O _0 ^ o Ci CU i E 3333Q O- O i • // / 1 E%. CNN POLE RfT. COORDINATED POWER PROVIDER POWER � TO BE WITH /�/ '� .'�,. ���/// PROPTYPEI /. ,1 CURB RAIP srA fowweri .Bm tT Y�.: �` *C qt. / LEGEND ..� _ = ST S. •' •. sTUr/Pe%I MH on A 1M .f�•,...........................Te.Ta <ANFL JO 16M: 1..16• IWI: TAP FL (N5 F ISI. TAS' FL E:7AT 12 WATER BC POWER ;ismer Fl MT B.er FL 045 7.81' FL ISI. 7.BT g O sTWM SEWER MANHOLE = STORM SEWER CURB INLET ICA) s WATER LINE EASEMENT ICH LINE STP STORM SEWER a FRE HYDRANT ASSEMBLY 0 \ b NPp 0 4111 & ..•. 15/ OT I $ I •• . • ', 11 VALVE AND BOX w GATE V B{LIOLOW PREVfNTfR PROP WEE CURB RAMP 48' HPP O O. B {]0 Lf OF M' IEP O 4115 a 2' i SO LF OF S1' XPP o WATER NETEA . 4,5 .. 0 0.075 • WATER LINE f 3�.OB. _ r a O MANHOLE IST..'N.Ni.1s. Off 1. s RT __ - � Il FI INW51.71' FL FL INE): 467 FL(f:1.B1aB ocEn P STM TYPE V MH OP RIM 14.70'P3E30 �, 15' SANITARY SEWER EASEMENT / SANITARY SEWER PROPERTY LINE FL I(EI IVO' N. IBww sr rom B, MEM M (S. TYPICAL Wim) of . wI 91.„ LC .0 I++. +1 JUNEDICTIONALWETIA„DS OE NATER NOTE: MAPACHE PASS ALL INLET LEADS ARE. 21NMUNLESS OTNERWISENOTED. 4 , 11111111111111111111111111M1111 MN , 111111111.111111111.11111111•11111111g { ■■■\■■■n■■■■■■ <- 20 ■■nn■■■.�N� 20 ■■ RB ■■�5 R D GND ll la J a+ 1 oESCRIPTON OSO CREEK CORNER SUBDIVISION MAPACHE PASS STREET & STORM P&P (STA 0+00 TO 11+00) ■■ IIr _ -E n■ `®crNZRL E { �■■■N■■i■U•• 15 111M0MSCE �. .'�_ � =I --,u6rRXOL / ■■■•■_■■_■■■■■0 MINIMBIB•Wmaw Ni■■■■i■■ .-_ __® GL _■■■■I= ■■■■■�■■■� i ,-- _ _ �-- 10 ..•••• •0 0 10 - DFSSNPP -.i F..6 Nw<� ___ -;,� ,6•IFIE..'PPP �a„w. <roLc F.e wP150uM s0 Lr of + 51” HPP � 11111 IIIIIIII ■■n ■■ ■ ■■ �n■■■n■ l 1111111111111111 1:. o C..I .i...SEIM ... ........ ......�■ ■�■ .111110.11 MIME 111.11.1111111111 ■'■� GSC::■�: MOM ::_ _: _�� ■■:::: -5 ■ . _.. ■I\■■ ■■■ 11....11 - - ■■ -5 n■ ■1J■■■■■■■n■■■■n■■ ■n■■■i■ 11 11111 i■i ■ n■■■■■ EM _ ■■i■■ tmon n PRP ,T%■■■■■■ 11111111 n o SAN SEW 1111■ ��EMI MUM NMR ����� a e w■■ p i ■■IIIIIMIIM , emitmagasunialmi MI 8 8 7 ; ir , .to rA6reeALw6w '41.4_ -15 75. , t,-, , ■ 1 u..i1 ` rwez..-- r/ 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11 00 I _ I it I II DESCRIPTION Kimley»)HornEl ;az= r, WOODLOCM FOREST as _ ,;:4,0DIE W0000.05. TX TM.� CURVE TABLE 1 / 1NOV CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT C5 4440.38' 403.38 S7819.301 +012+' 912.110 201.13' I GRAPHIC u SCALE IN FEET I I .] 68'C 40 WAY Pau • I STA10•59.27 I I LEGEND Qs W Z —------_--.__.—___— 00 =-5'39•E 11.00 IN00 wATE,: uNI: EASfAENT • A . •-- 1MW ---- IrwaTER ..� 1 — — — _ — — PROW ttPE ; i : 3 "'®r.�a.... — —' — �R�'�SEMENTR� „— O STORM SEWER MANHOLE Q STORM SEWER CURS INLET IDI) STORM SEWER = U 380 li C+ 54• MPP O 0.0Jx ___ ! O —' � b _ -.. $1�=' Jes �- �• a O nRE HYDRANT ASSEMBLY 04 PATE VALVE AND BOX F., — _ _ _ LF y0+• HpP a o.a>x � _ — LF OF 51•NPp O 0.0)S PROS RAMP) ea SACIeLOW PREVENTER O WATER AFTER 5 _ — — WATERLINE 15TSANIiARYSEWt1 — -.. Z O SANITARY SEWER MANHOLE FL (Nk O.As' — EASEMENT . . . • . -- — _ ' _ FL(Sk FL TAS' E . 5.R3 .•mv.Orr wm Pl STA IMM.BE, RIM 12.55 — PROPTYPEI 1 � SANITARY SEWER FL (W}SAS LURE RAMP SS Sl � � � PROPERTY LINE q SOMALI, (S' TYPICAL WIDTH) P R lsklW FE:. • o.., I JURISDICTIONAL WETLANDS I. +1 I I 1 STORMWATER NOTE: MAPACHE PASS ALL INLET LEADS ARE D MPP UNLESS OTHERWISE NOTED. I ) a 11 ^ Mq ■ C..=M■■■■q■■. ■■ ■•MNEME■E a o0+ 25 ■■■ MEM ■ ■ MEMMM■■MM■■■MM ■■■W■■■■■■■■■EMM■■■Eq UM • MEM q■MOEMMM■ ME ■ ti s i M■ 25 MME ■■■■■■■■■■■■■■■■■■■■■Ei3 q■■■■■■■■■■ IE ■■■■■■M■■■■■■■■■■■■EiIGlIf3 1 BY 1 DESCRIPTION OSO CREEK CORNER SUBDIVISION MAPACHE PASS STREET & STORM P&P (STA 11+00 TO 20+00) MMOOMMOMOOMMMOMN��■■■�N����� II ■■� ��N�N���� �������f���Eq■� �u �' I�I ElMIN 20 ■q■■■■■ENO■■■EgOMMEME■q■■■OM ■■■■■M■■■■■■q■■ 20 ■E■OOq■■gMMgEMM■■EEMM■MM■■ I■MOPORMIMq■■■■■■■■■ q�ElEgl� ■ ■Wq■■ q■■■■■■■■■■■■q■■■ M. I*18 ■■■1 t• al ■■■■ ■■■EEE■•■MEM■q -�_— W ■■I■ Nu E ■III ■■gEUMMM�■� ■■� .... 15 uggq hove . ISN"+,. 15 -_ _ --- -- ,rsvR HCL / 11111111111111 10 --- -- -_ `1 10 �H LINE 350 Li 51'HPP®001� II■IIOI e05 �'. IIS LF (K LF Oi sa•HPP by a.O.x I I l �- .. ,. s0+• HCP o o.mz u 0+•H._. — ■■ __-___ _ — ■■■■E■■■■EMMq.■■■■■q•■ MEM EMEE■O • ■■ 0 ■■■■■E q■■■EOM■■■M■E■MOO■■NOM■M■■■■ ■■E MEOW MOO • MEMO ... ■■■■EpM ■■NMMEMEMEEMMq■■■E■E■■■■■■■qq■■■ q�i■■q■■ q■■11■q■■q■■ ■ ■■q■ ENE■■E■MOOM ■MgM■■gq■■q■q■■M■M■■■EMMEM ■M■ Oq■ ■MEEIu■q■■q■ ■ ■■■N E■■■■■■E■ ■ ■■■■■ ■Eq■■■■■■■ ■■■■■■■■■■■■■ pMW■■q��� ME� i MME■EENM qq��M -5 E■WMgEM■■E ■■OMMM■■■■■ ■■EEMMM ■■■■q ■■M■■� ■E■M■■■■EMM■■■■■■■ ■M■■■MM IMMEMMOOMEMEMgq■■MNNq ■■MMEE■■M■M■■■■EC�i OMMMEMMMOq *■_■■■■OE M■ ■■EE■E■qN■■Eqq■E1�MM■■■EE■■M�7�E■EE■■q E■Ill E■Eq■q■■EOMOMOM MNEME■■OO■MMW■■■MINIM. 5 RELEASED FOR CONSTRUCTION - G �.EMINIMINOI MEM MOO SerrIces am• :....... �■C ■■■■■■•■■■■■C■■■■ggM■BLUdi■■■■■■■■Gi;:i■■■q49 City Caput IA _ EMMM ■E ■MOMMOMM ..�.■■■■E�E■Kit# ■■. q.■.N..■..E■���.E3FtaG1........K;' —10 1 ... -6.<0*m0o,.. —10 :..,�N. .1.02 mSDCO..8. 11 00 12+00 13+00 14+00 15+00 16+00 17+00 10+00 19+00 20+00 20+50 DESCRIPTION Kimley>>> Horn-ei=1Ft ,a � !r DPM wuEr«oaH MO ASSOCL,TES. r.._ `_,�g. WO NOCD FOREST OWE SURE n, v „PEEN 2111.0.1111.f -23, =' MA CURVE TABLE QIM E RADIUS LENGTH CHORD &EARNO CHORD DELTA TANGENT w \ CS 2030.01' 951.20' 10500'13.E 944.45' 1022'52' 320.44' K SWIM Orr fres= r �., lV GRAPHIC 503 IN FEET >1 1:6,1 e 4TM POP JB F] o O STA P•26ee OMP WsySTA 19.5927 Maps.. �• S9.404�0. 1T WATER O INK w5+00+ 1 i MEM lNl m LEGEND D _ Madill CURB MNF � 1�:� iL - 449 — � CONSTRUCT -,E111 BARRICADE �. — — '; (n O STORM SEWER MANHOLE EM FIITORE CONNECTION 1g _ _ .....01-, S1 , "50 ? J [] STORM SET/ER CURB INLET Id, STORM SEWER % - G 9 wATER LINE RAS \ _ �j yD' a o0.' U A FIRE HYDRANT ASSEMBLY -_ ..�: FUTURE kir _ ; 275 LF PC4 O 0.051E • . GATE VALVE AND BOA P R M1i 4AGSFLOW REVENTF eF0 _ p31ro NAT E+,.• H00 E:f.• :..� • �••.. ■ 99 c z _ c. STA1.9T.6e Li OF I� , 190 LF d: S•' NPP a 0.0)f �• • „ _ �F1 r WATER TETER '-- -- WATERLINE _ENOLOICBEIT 54 PAVEMENT H 00.0 TYPE'0'85101 1 O SANTART SEINER MANHOLE OP TYPE 1 • .. STRI(ST25T ` SANITARY SEWER CURB MMS POP �' STA 4.71.79 �. MOM TM TYPE MH 022 STA N261e, 3.07 NM 410. FL ISI:O3P 1 14 RIM: 13 e9 FL 1ST 695' FL (ST fl f. • :•• 'ALN- �i5. ,.As�� 'PROPERTY LINE SOM. WIDTH) FL (W): 6.2' FL LFL EI ).19 FL (W): J: T . sTq.... Is'TYPICx FL IN}s.e9 50 6 rtif) -s.9> 12 o, • `• JU109dCTKKNL WERANDS I• PROP TYPE 1 t']r FL MO.6)e' FL INA ].ST FL UFA�SE LEI_].921 R CURB RAMP E 9TapMYATER NOTE. 1 OSITO WAY AL LET LEADS ARE N' SPP LMLESS OTHERWISE NOTED. L u 20 4 y , ■ ■■ _ 20 i j n :�� I BE I DESCRIPTION OSO CREEK CORNER SUBDIVISION OSITO WAY STREET & STORM P&P (STA 0+00 TO 10+00) 31 T OF CURB ' . _ ■■ LURAL MIND /0CENTE(LN[ ■ ■■■N 3m N■■ Fui•roBE o _■ 15 - B % sTo MORTONEENsiT*o* _ 15 _ , _ at a]�x .I Snw s ICL -5°r. oo vRt ra. LDLs% OTFc.HWMBEFDA. IRe •' -OS N9F- - - — O.U% / 2,filffessrear , N ANN w seri /NV /'/ AMA, 10 ■ 0 10 59 a 180 — o ao o L o�:aoz � Li OF .Ba .o � aeo� oRCEI � .mi oe e.s 5 o ■ U MM. Zw L(NLr I f ■■■■ N■■■■IIMIM■■■r.11111.1111.....111— — 1 N■N■_■■■ ■11•■■■■■■■■ ` ci a N■■■■N■■■■N N■■■■N■■ MI ■■■■ 1- o N■■■■ ■■■ ■■N■ ■■ ■■■■ ■N■N N ■■■N ■N■■■.m■N ■■N ■■ ■■■■ N■■N■ ■■■N N■■■■1•111■■■N MENOMINEE ■■■■■N■N■NN■ ■ ■■ ■N ■ ■ ••••••••••••••••••••••■■N■■■N■N■■■u■■■■N _5 ■■■■N■N■•••■N ■■■NN■ ■N■■■■N■NN■■■■■■N — -5 ■■■■■N■N■�■NN■■ ■■■■■■N ■N■■■■N■N■■■■■■■■N NN■■■■ • ••••••11 ■■N■N ■N■■■ ■■■ MEMOM 7 ■■■N■ l ■N■■■ ■■■■■ MENEEMI{ ■■■■■ ■■■■■T RELEASED FOR CONSTRUCTION 10 ■■■nfi P..._ IN °� ■NN■■■N ■■■■■■ di ■■■■■■■ :tae Tn U n N d M �N■■■■ ■■■ ■_ .. fid- SF1r A WT16L9N. P E. Cry CMI a� r 'M. N■ ■■��■■ a� Bk iii + a Swelses [Vowe DSD.Ma�N. ChM 13-�--1-- - _ ■■ AV N �� e� r* ■■■■■ *An*4.J """.w,.s. a a -15 1-!+ I 1 ,�, ■ �.wl '— w� w.1 4 -15 \ .3+443+ •MMa+Ups 09 T 1+00 2+00 3+00 41.00 0+00 6+00 7+00 8.00 9+00 10.00 0 CONSULTANT'S SHEET NO. h T` �`•�"; •/' E..Y.. l BOSW...O....::�HS 1$8604 - '‘iCt 5''5131!2023 :..: . it I CURVE TABLE C) CURVE RADIUS LENGTH 410140 BEARING 010070 DELTA TANGENT 07 1270.09. 72542 H1219.24'E 710.48 3211'37' 37454 •\ OP TYPO CURB 7 1I Q � II Itir,yq4.,.NE? 1311 n.n2 242+ . N PROP TYPE CIM RAMPI OGRAPHIC SCALE IN FEE 20 40 so C L iI1 n a g A xxx 8 pG E Ri `I O f • Y �r.FxaxIA1477" STM PROP JBES STA RIM 13.81. STA: 14.26.03. Rik 12.911. FL(112 3.22CS+ osl p�Noa4xM � `� �, m �I• ELM): 4.3• Rlal'1.30 Pw W'Iilm� MT _R ' nLEGEND Q y.-ATF.BIIL$6'� k , �• - _ 5`W 1ERLIIg O STORM SEWER MANHOLE •- , - • �PT STA: 18+82241- T O W RCB 00.oA 222 LF OF 48 HPP O O.tlx �M� ��. Q STORM SEWER CURB NET (CI) Z J i.i I I,= 1741£ OF 9Yb ► 0 0.05% - V 6E`NER��P ------ _ -_ -- _ -- — � CMBPROP TYPE I — — — 1�-. ` �� 209 -- �4•.` u � `IO NPP — 0 \I � O.IUj Z STORM SEWER a FIRE WORM!! ASSEMBLY 14 GATE VALVE AND BO% Bim' RCB �A Dnre STA 14:62.03 _ J BACIOLOW P PREVENT. �. 1Sb — A 14 i5 OFb Way . .: 99TA12.03. _ ` ` ` = U 0 WATER METER TS a 112.65 0a1 oPF m ic..z ilikiNg 26.91•'. T sIR1'EREA3pM WATER LME RIM FL(Nk 4.16' FL FL M47.12+ FL S:SA6 \ 2 0 SANITARY SEWER MANHOLE SANITARY SEWER (408. FL 6W' MI,9 FL 3:1.16 PROP TYPE CURB MMP I dm m PROPERTY LINE lair. 1.002. 720 12.1 AUGUST 111, .1 Cayirr., -"mam. I N SIDEWALH (6 TYPICAL WIDTH) 1.2.8+1 JURISDICTIDIULWETLANDS STORMWATER NOTE'. OSITO WAY ALL INLET LEADS ARE 2,1. NPP UNLESS OTHERWISE NOTED. i l N) ■ • ��■■■fin■��■■� ■ ■■ ■■�■ 1 G ■■■ • 20 ■N■■■N■■N■ i 1, i ■ ■ ■■■■ ■AN■ 20 11111.....111.111 ■�� V I DESCXiFnw OSO CREEK CORNER SUBDIVISION OSITO WAY STREET & STORM P&P (STA 10+00 TO 19+00) ".. ■■.■■■6�}��■.. g 1 •\ tUUU■ ■■■N■IMINE r—■■ ci' f TO OF FILL TO BE COMPACTED Tp .�...: Maid F a. NA o rr a %s PROCTOR ri 15 •.. ... _..-� ---'.--._ YR MC+. 6 y' @ .£PILI PER(1 FY .COMMENRTIOFI 9+7+0+OR , ■■ 15 .-■■■■■a 0.2% 10 __ _ _ - - _ _ - __ -. • -- ' _ _ _ — 8 10 0 CA 5I- 5 o BO 05RO0 ] LF OF 5 RCB O 0.05% 33 LF (� WtSH 11 60 0.05% OF RCB 2421f OF 6'HPP G. 0. 112. _ 215LF OP02.22 09.11°A F- F 5 W YI W N111 ■ NEM0 MEM I- O MINIIIIU ME Eulm u. ~ 111111 ', ■N■.NI■■■u■■ N■NNIN■ sal s ■■■ -S =5 m■■■■ ■■■■NI■■NNN■ I I ■■■■■■ ■■ ■ ■■■N NN■■■■NN■■■ N■■■■■ ■■ ■■■■�— ■■■ 111.011.111111 ■ ■■■■■ N■■ � --{ ■■■■■■ RELEASED FOR CONSTRUCTIOO -10 ■■■■e ■■■■ MEM 1.11111111111111.1. ■ -10 .," ■■■IYm FDI :sad MIT ■ ' N■■■■ ■ , lHa A. WIY6NM, PJ.M% CM ■NI■C5■■■ ,r{. ■I�—ii s•8184018 UMW, MOMS a a Y z 111 Ca "`°�" `INYII t. 1 ction I 774.7.44.1174 -15 I, �.4.t� w�.,, W i 1 : .....,....N u+ 1 -15 �u.. Fonmaua.Wad J �^ uoc 3.e.a.P. 10 00 11+00 12+00 1x00 14+00 15+00 16+00 17+00 18+00 19 00 01ST. 421 CSDP 25' WWW 444,,,bti, IGHTOPWI'PES O O.P.R.B..T. DESCRIPTION E. Kimley»Horn =r: g 0 202310.11.E,HORH ANO ASSOCIATES. NC. MX WOODLOOR FOREST DRIVE. SUITE VS KAI ig! 47..• T THE WOOOLANOS.. MSG NE. 291-4163!16 ,-.4.'=_J IBM FIRM FRCS «0RNm91 0 IX OW POWER i nog ULT ` 4,/ DAanON E%111WELDED STEEL NATURAL GAS ` no Pncr PIPELINE. CONTRACTOR TO FIELD VERIFY DEPTH. I r i TO1'I ea qow \ OCRA GRAPHIC SCALE IN FEET SeAl10 5m,tKlmarrr� BEGIN CONCRETE Tr ; 0 L V r Va \ I 11 I STM TVPF'D'MI CB9I DLONNEMECT YORKTOWN BWLEVARO rc lfar '•. aF Mar lrl (SEE PROSTAN•BT.51 co � N STA 10•RIM •9.92, 1� 0 0 FL (NET EST (WOT.1B .et m.ar 2O LTl clip i Q O p5 FL FLMET 50Y WATER i I LEGEND 7-1r r wATERUNE FASEEENi 0 STORM SEWER MANHOLE p STORM SEWER CURB INLET IGn LLI B00aBo. a.m � 1.0 0_.00 2 a WW, Z J 300 LF OF 30' MPP 0 0.111[—�1 126 LF OF 24 HPP 0 0.112 - , STORM SEWER — r �E_ I 30; 0 FIRE HYDRANT ASSEMBLY FF GTE VALVE AND W% 2 • Rik SF AII: 7.20' Nw FL (SEL 2.20 SE`NT WM TYPE I05 'A' STA 23.41.09 FOE 2 R (NW): T.14' FL(SET 7.14'- FM BACKFLOWPREVENTER 0 WA TER METER WATER UNE Rrl FL(NET1.1B FL (SW SW, .rsa.orF.mm FL TeSB FNS, 1r I_ £ O SANITARY MANHOLE 1C-1 2mTre,asF.mar T r N sANrtaRv SEWER C . rir Ip20 lxWvie , 1 DUST 15'VIILITT fASEN T - — PROPERTY LINE SIDEWALK(5' TYPICAL WIDTH) I.'.',1 JURISDICTIONAL WETLANDS STORMWATER NOTE: OSI TO WAY ALL INLET LEADS ARE N. HPP UNLESS OTHERWISE NOTED. ■■■MN■EIIIII■M■E■■■■111.■E1■■■■■� : ■■IIIIEM�■■LIE■■ILII MMII■NIII ■R EI R■ E■■11 �IEE■MIRR�■E■E■■ 20 ■M.■■.MR■■■■■I..lMR■■■■REQ■■■H 20 MEI■■■ ■■MM ■■■ NUM —T RY I DESCRIPTION OSO CREEK CORNER SUBDIVISION OSITO WAY STREET & STORM P&P (STA 19+00 TO 25+99) 7EMMIll 1111■ o a� 4�� �CENTERL NF 1111■'. m COMPACTED TO 1111.111101 15 TOh OF CURB -L ORE cEMITPEaD ami 15 � ,x;�- - nel`i -Th9 N .2 ibo , it ■ O S '_��, .2 Reef .07 %.Pigs . r..: �,, -- ;--. 100-- —+ - N a„% 1111 300 0 OF IRP �a t x ..OPP p ■ Q ` NEM 5 =MUw EMINIIIMI 1111 111111111111111■ 1111■■■ 5 ■ N■■�N■I■■ Z I ■ ■■I__■■� MIMR■I■ E�■ _. J M■M ■ ■■■■■■�■E■R■RR■a MI■N•_■■=ERu■_■■■■■■■■ Y _ r. 0 ■■ MM■E R■■■■MM■RE■■■■E 0 iIII ■ ■ EM _5 R■■R�IIllIIIkIrU. MMR ■q■■■m■■■ NRR■■■■q N■ 1111■ -5 NM ■qE■■M■I■MII RRR ■ ■R =M■■ 1111■R■■■ 111111111111.• ■■.IRR IIIIIIIIII RELEASED FOR CONSTRUCTION -10 -.-. _ ■ ._■■e■■..■ ■■EI■IM ■■■EM ■■nM■■ ■ Irk he.:CAC CPII Development : SM.. engineer i:m:i�i■inallit : C.0 1::?CS:I City of C2gn Ce • ■IE • w ®■ • mom • d.Le..e all. -15 -a_. Ir rw..eeml,�e, -15 ao.-.. 19+00 20+00 21+00 22+00 23+00 24+00 25+00 25+90 1• 1 OGRAPHO SCALE IN FEET 0 C DESCRIPTION Kimiey*Horn"F1' ift3stiti*LV4.. s,NEODNGS..7 PND:ze ': a UWE FIRM REGISTRATION F.11. WINW.NIMLEY-MORN.C. 51 JURISDICTIONAL9.18 WETIAN0S I I,AMON STAONNIBBA I 07 FL(WM1.e FL EL INT ..• L If1: 3 I 0.1 AC MAX r� LEGEND T%DOT HEADWALL IMPACT .•"rte,' • r GRADING . I O ff DETAJL ON SHEET OPTHICK• I' BURIED PoP RPP « _� ` O STORM SEWER MANHOLE Q STORM SEWER CURB INLET(CI I II' . . I WOO /_... _ Fp ... {.00 Aro 4 r rr•. � ♦ . r . r ♦ a �.xA♦ • . + •__. STORM SEWER •MEl s FIRE HYDRANT ASSEMBLY _I( �— _ — I� . 1 �'. • � . . • • • • ♦ ✓ ♦ . ♦ ' . �-I Ir.O fa7 I . . if CATE VALVE ASO SOX o BACKFLOW PRESENTER WATER METER MOT SAFETY ENDTREATMENTa 9 OBEWSTALIED( DETAIL �� . J. y ♦ INSTALLED4 ' - ATER • STA B•ST.SI •ON SE a 11`TJ r �' • ` ♦ C DOW ACRE ORM SEW I .; ER ' ` a _ ITARYE SANITARY Q ARY SEWER MANHOLE RIM 11.53' 1515.91' FL E.3.91' :II, I EASEMENT . ' • a \ ♦',7�/ SANITARY SEWER — — — — LINE . a /' • 7 .E�fis -.FZ77FFE. 7 II MEM gPROPERTY / ne ca,. Ma.9.r�ss.eeTI j Juwsaer's•TmluLvnorro �.'. .1 roN.i WETLANDS I .. _ .. , ... STA: SAMS] r _ • • • • . • e`•lk / / ♦♦�♦' ♦ L°RLENOTE. f ALL INLET LEADS ARE 211HPP UNLESS OTHERWISE NOTED. OUTFALL NOTE: ESTIMATED 15YEAR TAILWATER SHOWN BELOW. PLEASE REFERENCE THE TECHNICAL MEMORANDUM. DATED MAX 15. NM ECM MORE INFORMATION. OUTFALL A U BY I DESCRIPTION OSO CREEK CORNER SUBDIVISION OUTFALL A STORM P&P _._.._. 11111111.111.11.11111111111.111. 11111111111111 $g IMI■. PINE■■■N■NN... ■■■■■. ■ ..■■■...■.■■■■■■■■. 20 NN. „ .■■ANN.■.■.■N■■.■N N■■■.NN■■■■.■■■■■..■■■■■■■■ 20 v,■ ■■■■N..■■■ ■N■■..■....■IMINIM .■N e T9BE'GOMPAC E0T0 . .■N■.. 1 . �■ N.■N■■ ■■■ N rag IIIIIIN _ _ -Pell Tp PROCTOR DENSITY HRE owe OR) T . . ..wwwp■■■. .N■ ■ till . .. _ D ... ■■N■.1111 _-.•....■■.■�■..� ■.■■....■.. ■ 15 El B IIll 15 "_ ,,,IiHIrnu 111M 100 '' sl�cJ. or • • ..... ..N■M.■N■.�.■N■■■■� wwww • 1 ' _M �Il ER TINA ORtnIUO ENT�,HD E NN..■ N■■.■ ..N■.■. . II�N ..■■■■■■� 1111....11110111111111111111111111111111.1111111.111111M 10 �MI � .:F \� Pik IIB !� (EH q■■■■�■■■■■■ G.B.■■ 53IIMr.G+°T..� N■�■■■N■.■■■■■■NN■■■■.. ■■■■■.■■■■■■■■■■■■■■■■N 10 T:D� GET„ ETC) N■■II � ���.n�n����%�����%�� •��I i. j .■.■■ ■■..■ .■ ■■■ • ri:� ■� i� 1 ■.■■....,Iliilaigi '�m2-..ii■.ri111111 ■�iiii-G:l__ :::::::::::ii :::::::::::::: N I. iL N„r * ■■■■N■r■■■■■N■■■■■■Iuuu �■■■■■■■■■■■■�■■■��■■■■■■■���� IN EN a■ma,',��I;:.,:;:. ■ ■■■m. mm.o. ww wwwowwwwwwi•w ■ •■ ® ii— d■. '���� a EF of ■N..■ • ■■■■■■■.Nr■ ■ ■■ ■ e■■NN •■■■■.A� ■■r ■■■■■■ ■■ L01,: RDP • eosB ■■■■■ .■■■■■■■■■■ •••. ••••• ■■BBB■•UU•••■■■■■■■• o •amHu°w n ■■■.■■■■■■■■■N■ANN■■■■■■.■. �� ..N111 11.11.1.11111111111.1 NIN....■..�11= ChM 11 aH 25 LF OF PP • 0.0E>: ■■■.■N N.■■■■N. ■ ■..■. ■■ ■ ■■.■■■■.NN....■ M .. 5 Lf N O'W%YH FCB O0.p1F f11luiiuHhI,111Iii'„l”,I,ilIflililll�hIUIIIIIIIIflhIIIIUI n _5 RELEASED FOR CONSTRUCTS!!! =1s C•••=llallll•••: a a 8 8 a 9 a C Y 8 C= STRIPING POINT TABLE ggggggggggg 8 STRIPING POINT TABLE I < -- i 8 2 8 8 1 5 gS B g a Y ' u i 'o 0 8 8$ 8 8 0 8 8 8 8 m 'v Sl 3'2 'l '2 a 2 P a s a" k k s s k a a LI k g B o a a a L C 6...a Y 8 .. W 8 STRIPING POINT TABLE I < -- 2 $222, Y ' u i 'o o Y i i Y i i N 8 8 ., ., 2 2 g "" g a 1. 8 a s 8 s 8 8 8 8 it 2 is a 2'' 6 g 0 g 8 g 8; 8$$$$ 8 g 8$ g B g m is a o is : s a_ a a- a t z'' b_ g 3, n 6 8 8 8 5 8 8 8 8 8 6 Y 8 Y � OLL3a LSNO0?JOA G3SV313N MATCH LINE THIS SHEET 607 ROW 60' SV. a it 5561'E (F I 1 ___1 m SE, II e 600 ELT a.7 11) 0 MATCH LINE THIS SHEET ' it i 0 REVISION N0. DATE DESCRIPTION REW90N N0. DATE By DESCRIPTION 96' 81 OSO CREEK CORNER SUBDIVISION OSO WAY STRIPING POINT TABLE (1 OF 2) CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley>>>Horn WOODLANDS,2501042EY,RORN ARO ASSOCROSS, INC T>51110 ON 133HS S,1NVI71ISNO3 LEGEND DESCRIPTION itt Kimley»>Horn 4441 awcr� MP ASSOCIATES. '�mNOODL� "w 4,70 s REST DRIVE. SUITE 225 - 3 WOCOUNDS, TM* PHONE: 281,6413104N vww.wlµav«OPN.COM "_ o ��1091 CROSSWALK S.cKOrcwe GRAPHIC SCALE IN FEET 20 40 SO CO - _ - - - - BOUNOAF, LOT .., SJOEwua 8iax ra97a F W I _ I "0 ,* a 1YkllWIN TiVi ar'TI I W TO 'R" GRAPHIC SALE IN FEET <♦' _1 I 1 TTI 1 DESCRIPTION OSO CREEK CORNER SUBDIVISION OSO WAY STRIPING POINT TABLE (2 OF 2) STRIPING POINT TABLE STRIPING POINT TABLE 8 ALIGNMENT STATION OFFSET FT ELEVATION (TP) 4 ALIGNMENT STATION OFFSET FT ELEVATION (TP) 01 090 PARKWAY 21470.0* 4800 01) 11.18 18 OSO PARKWAY 1841920 3.09 MI 14.34 02 050 PARKWAY 27470.48 000 (1.11 11.20 19 OSO PARKWAY 17498.82 400 CRT) 1429 03 OSO PARKWAY 25404.95 4.00(471 1535 20 OSO PARKWAY 17.20 8.00(07) 1409 04 050 PARKWAY 25404.58 4000 01) 15.13 21 030 PARKWAY 1848152 *00107) 14.77 05 OSO PARKWAY 24441.88 -15.028x7 1483 22 OSO PARKWAY 1841.52 8.00(07) 14.89 08 OSO PARKYAY 1454.01 0..021L7) 15.00 23 OSO PARKWAY 1545053 -800 07) 1041 07 OSO PARKWAY 23471.95 40.181) 1492 1 OSO PARKWAY 1541.53 OM SIT) 14.41 08 OSO PARKWAY 1.91.94 '*08(47) 14.91 25 030 PARKWAY 15492.10 000 V) 14.55 09 090 PARKWAY 23.81.91 1.151 RT) 15.13 25 030 PARKWAY 154190 .6 (LT) 14.70 10 OSO PARKWAY 22.22.58 0001LY) 14.91 T OSO PARKWAY 154190 a00(RT) 14.0 11 OSO PARKWAY 22.3.15 8.00107) 1509 12 OSO PARKWAY 2241.0 4.00 01) 11.03 19 090 PARKWAY 2241.70 000 MY) 11.93 14 OSO PARKWAY 2183,3 5.0014x) 1135 15 OSO PARKWAY 22441.70 800101) 1035 10 OSO PARMAAY 19472.73 -8.00 (T) 14.74 7 OSO PARKWAY 1949.1 400 013 14.80 RELEASED FOR CONSTRUCTION !08 A.IMIONI. P.L. CPU CPU eo.wwC.rpu Engineer lly el Pivw 4w9.9.5...4 PP 5» 8r tomMlrr PrnS M UOC MEGs. LAT AT MH A18 LAT AT MH A16 LAT AT MH A14 LAT AT MH A13 LAT AT MH Ell C ULTAHr$ SHEET NO Y . RR �� a8 8 aN' 8 V- u ^ 8 j'. ;At' I>`51� Yom.. our. SON M_ N �, 1milr^X1 _... "`� -- 6 8 a N .. $hP ~. Rs,�pg{�.,. ip AA ."-',t _ Rte. 1-� P 8 ..0 8 9T '8 $. . 81 $.., . 8 c. b uRSus A'$ _ -... 20 — ad 20 20 „ 20 20 + d 'rr 20 20 20 20 5{1 20 -�� _+ NI m HGF 199 15 �" -I- t { 15 15 15 15 z1� 15 15 1--s 15 100 It' 15 — 'S-CN'fl ,--� y- 00 M NMI1011 YR NGC 5 1R NGL �-�--�— f I- -I -+- i ^ 6y_ ^ '4g ^^`^`^'' S E 0 9 Ne HCA � g -�_- o — — 10 �o 0 10 QI III �� 10 10 i'`li 10 10 10 ] 1F 244F:; OF✓T] If Of 2Y� 11.6 24" 14 Lf 6 :4 HPP O 1.2'S _. 20.1E OF 2 PPO 1.50 1 Y _ 10 1F 01 2Y" 20 LF OF N" HPP O 1.501[ r , 201; 'HPp_ Of2✓. OOIi 20 1f HPP OF O t.'SOx 4" >_20 HPP LPW 0 1.50E 2✓ 5 PP a I.11% rmP o i_� 5 5- .___011+1, S S - HPP 0 1:SCK- 5 5 - 5 II 0 0 0 0 0 ■■o oIMO 0 o ,-F o NEE IMO NM N _ ::: j -5 _5 _5 _5 - N _5 -5 ■■■ _5 _5-. _----F.--,--ii.r ,-F-C ? .om m m Ij a� ■o LE 10 o -10 0 10 ■■■ 0 10 ...,L.4-',..,,.., o -0+50 0+00 1+00 -0+550 0+00 1+00 -0+550 0+00 1400 -0+50 0+00 1400 -0+50 0+00 1+00 RILIMILISIESOMPAginati 00/0Cam0000 001000 LAT AT MH E10 LAT AT MH E9 LAT AT MH E7 LAT AT MH E5 LAT AT MH E4 t° 8 !c L,I 10 1 'a 8118:: un6 1'O,' 8 g 9 ba t w a; I eV I D_sCRIP,ON OSO CREEK CORNER SUBDIVISION STORM WATER LATERALS (1 OF 3) $_; + 3 1'i�8.„g, SSA 8 e5 ' p' ' t - 1 A � ;.0 �?r a„ ..,�,' pig Sp E r Eo 5 3 �. sp= Sy �1 3 20 . W a S g n E 20 20 8 s 20 20 o r 3 N5 20 20 r,,,,,—_,._ 20 zo 0 20 d n x If ? d m —d __wo -...{2t.. _.i.____ 1 : ....- a 15 oo YR 15 15 +--- 15 15 15 15 ; 'Do �I� M H¢- 15 15 15 '--`-'-� _ _ �00 _ YR�10o rP Ha R-4...,--, / -'-_ -' _ /-IOD Ht H0. sm Ha TI NEa3SO4G LC .....� �I -H0.Ts � 10 10 10 10 10 art 10 10 -\ 10 10 a 4Il2. 10 5 PLF Of . .SOC NPP LFOf _ 2.1 5 5 - 20 P O 1.20% HP5 ” 2O 1T MPP OF 24" O 1 .508 5 5 .. -20 IS OF 24"+/. HPP O 1.50% .-.. _}..- 2c Lf 0' x5- HPP O 5014_ 5 5 5f FOR xEFEHEIC k - '\....,_20 l- IS0f2/" HPP O .501,5 5 20 OF HPP O 1.90%H. 4 - lOf 2s 5 _. - .- 20 11 OF 57 MPP O 1.90% —■ ■ I , -- . -5 —5 5'" I _5 -S 2' -5 _5 214 -5 =3 -5 *-F. -s38-- �s - .�, '§'§2k2' T§ 1'§23itt§ §13th 2213 37, .n$ •w.$Rn -10 ,-+-2. V,.yVV:.i -10 -10 J, J I -10 -10 �; _N22.trv.'•V VwVVV -10 -10 V -10 -10 -10 -0+50 0+00 .00 -0+50 woo 1+00 -0+90 .00 1+00 -0+50 0+00 1+00 -0+50 0+00 1+00 LAT AT MH E3 LAT AT MH D28 LAT AT MH D26 LAT AT MH D25 DESCRIPTION Jpn = 1A�` ,„WO WOOOLOCN FORESI ORM, SURE 223 '-' N'A ii .4.7 9pT. WOODUNDS. ` 8 20 :Ig$*q8 3N s� o; 20 20 16; _4 -': :Y° R i 5 8' '-, a; 6 ' - 20 20 --1 sns § `,i , $ R. ao„ F 20 20 'app g§ II 8 04q§ • 14 3 rtB ue - 20 „' %• F j._.... N 0 , 15 ?- 15 15 �..77"--- -7"---°° M"°- 15 15 ,,.�. 1ao m Np, 15 15 ,co Y" Ha: 15 Mb CL ! *0 114111 5 M HCL T'_— - _1-1-- . _._ : S M HOL� -!tea 1-- ._ 10 _wK 10 10 —' 10 10 10 10 10 ____IIII T- T ,.- . J THIS SPACE INTENTIONALLY LEFT BLANK �' _ 20e-Ci2., HPpp1.50% v - HOP I 5 ,,. 5 5 20 LF OF ALP 0150% pP �! w% 5 5 5 rmiPv a .sa`+ NPP 0 s 0 5 m IPP O 1.50E L LHolc_oi PPO 1.50E _ r'-- -11 „g -5 _5 -5 - -5 =5 ,. -5 =5 riff m ems°' . Cco .. _r -10 ,.....,V V V —10 —10 ,-,..J —10 —10 L.. Vw : 1 1 —50 — V yVw —10 -0+50 0+00 1+00 -0+50 0+00 1+00 -0+50 0+00 1+00 -0150 0100 1400 MISSIMUSILSIMISMage ®O.f A.00S. -- > 01 00100000E010.00#O a••••••01:010 LAT AT MH D24 LAT AT MH D23 LAT AT MH 021 LAT AT MH D20 LAT AT MH C35x _r-_ --` � ic+ 2-. 8 of e 77,h fl� -..1♦� r�. ` AAAA ...;_ 02B y,,,..° 2 v f 0�.. RB.. ryryw� glNgi r 53 0,g 7! k f NL S g$ N �� k a^ N'. $,5. -... _. J t 6NSg �..4't K a.. , a I BY I DESCRIPTION OSO CREEK CORNER SUBDIVISION STORM WATER LATERALS (1 OF 3) g i + _ �' k k k '-f-. P Nig . _ �J Ift ._.. .P':3 gg 20 iK 20 20 m '-}- fi- 20 20 20 20 20 20 ,,_ Z..F 20 c R .__. �_ 15 15 15 15 15 15 1 I 15 -1- ', 15 15 15 Hi nQ 100 YR HCL 1 ... �1b0 - 100'00 NOY CO M N0. .. 1p y.n Ha : - -5 m 1151.--,,..._$ R 10 _ _._� 10 10 YR r1cL 10 10 5'ra'11a- ` 10 ,0 a PCL 10 10 � 10 'I � _.. 20 if o� .• 1. �1p V Oi k• _.. .2O LE Of 2{• r 20 IS OF 91" ✓ _ _ 0Q tf �' Ir . HPP s L 1 , HPP e .50E 5 5 HPp o Tso% nPP o 1.50% 5 5 10.1F�3 _ __ 7o IS Oi 5 5 _ 5 5 *0l00 Hpp O 1.. %L WPO .50% 4,P 0 1.50% NPP 0 1.50E -t ri __4_ y ±4++-'k-- i 1 5 _F. : _5 5 _._ jill -5 _5 _5 -5 —5 1 ''yS i -S ren ,,�{{� 2{r ~ -83'L N1r :tlii�L', 1.; ��_ �OP• F 33 ti83 33Yt$5 biS ,� � ___... €', �' 8- 32- Www .2 A .S .S i� n ' 0 I .L w.., -10 `VwVVV -10 -10 �✓ -10 -10 .+V�. -10 -10 �� L'ryI� -10 -10 V -10 -0+50 0+00 1+00 -0+50 0+00 1+00 -0+50 0+00 1+00 -0+50 0+00 1+00 -0+50 0+00 1+00 (j1 O N O N O N O ■■■■ttt■■■■■■■■■MINA• ■■IIIA 8 ,_„.,4 1 } ■■■ ■■■■■■■■■■■i9a■■II■■ II! 11 1 4 1 1 _■B■■■■■■■■■■■IME11■■ ■■■■■■■■■■■�■■rM■■■■■ 61+ 15+52.79 20.00ErSrrirMEM' NELIIIMMEMEA FQMO■■■tNIE MIUM C 14.6 II14IIII �i 5A1 5272 00' R ��T ....� itilii�■�liw=Sa 473 ilsmri ■■■...i■■iE 1014.5 ■■■■■■■■■■u NM STA 21 0.00' ' ■■II■■■■■■ .. ■��■■■ .■■ S -... — =C::::� :_::■:: MIN111=::: 8 8 8 8 8 8 9 8 8 0 0 N I8 0 yy1 i 6 pro 1e 111 III evi ���� ��- simaami .■■ w►■• ■�1� 111MMM11■1r-'11 •IL Mil MI" ■.._.• �U E*1 is ■�_ is iii • zo _ IN ■• • ■ . I I ME 1 N. Tno i MU wm�wn:o ,. As,E.a. .F.,.,w..«. ,n,. t9 MONT OPEASEMENTr rev.,W u - - P.c, v..v %// Q DESCRIPTION Kimley»)Horn' 1 e� Imu .NaRN MO..55onNTES. ND. ' '� "�• '�^ I WPM.. EDRESTsulTEm =^':� j .,• THE NDDDWNDS.PHONE: 281475-2510 • - ti ., ITCH LINE STA 10+1 ����� _- PftorC PVC 6900 OR 11 wl �V 8 „' 0, GRAPHIC SCALE IN FEET 0°24. „ ,DSO PARKWPI,Y OS!'ARKWAY v — - I - I - 1 a 0 20 40 110 NPP 2 24 RPP � NPP .. .. LL, ?.••0F 11PVC 40 O.LF OYc® O. �-o_ j ; 162 LwcD 0.28 -- 1a PEDESTRIAN mwN FA9EMENr dp e R EASEMENTY11ta`f - w 1 LEGEND a`L sEWEaeuN Sml Q O STORM SEWER MANHOLE ;� \/ = STA: 18.0,.90 Oso Parkway srn. 2.SS.16 L°. cNw. l 0 STORM SEWER OURS INLET k0 14 SEWER 1' ■ �18iSTORM LV 1`JOE MIO MOI "47N =Now GNP o W0' x0.,. a m FIRE HYDRANT • GATE VALVE AND boxOil ASSEMBLY MORROW PREVENTER GS WATER METER .47CSCP WATER LINE O SANITARY SEWER MANHOLE SANITARY SEWER OSO PARKWAY PROPERTY LINE SIOEWAMt,6• TYPICAL MOTH, 20 ■■■■■■■■■■■■■■■■■.•••••••■.••••• ■■■■■■■■■■■■■■■■••_■■•M•••N•• ■■■■■■■■■■■■■■■■_.M•NE= ■■■■■■■■■■■■■■■■•••• ■■■■■■■■■■■■■■■■MI ■■••Ea••111111111■•■•••■■•••■■■■.■■.■■.•■ NE= MIIIIM 11•••■1===••••••••••••.•■.••••••••••••■•••••••M•••• ••.•■••••••••••••••••••..•.••••••••••••••••••••••• 11111•••••••=••••••••••••111•11••••••••••••••••••=11•• •••..•■•■•••••germEMENE••■•■■■■■..••.M.....• •••I••.••.M■N••i■•••..I.M..•••.•M•M•M.••■■■ .• ■■■■■■■■■■■■■■•••■■ WATER NOTE WATR NOTE E WING FOR PIPE sizes THROUGH 114NCH IS 250 PSt 20 ,, „ EC NSI,, . 11====1111111111111=••=•••••••••••••••••••••T MMtIIIM- M —■ -■_■■1 -■■■■■■■■■■■■■a ■■■■■■■■■■■■===■■ •••••••••••••••=•• /W ■■■■■■■■■■■ik ■■ 15 V/4 V77 ' /M ■■.......111111111111■■ 15 _ Ar -:=1...''f..'• AZ 4�<- i /%/%/uiusr.►ii a i1Gi�i■■■■■■ glVY/%!I i is .� ■ y //I/i/ to1 DESCRIP110N OSO CREEK CORNER SUBDIVISION OSO PARKWAY WATER & SEWER P&P (STA 10+00 TO 19+00) ■••■ # 1 ■■■■■■■■■■•• NEMESIS= ■■■„ 11••••••••••••••11 •111•■■•••.•■•11•■■1.EME.EIIT!i •MEM■• ■■■ •••••••=•••10 ...ummmo..u•• •s nomN•■mi•Nm.. Eummu , 0mo •mmomm• 10 g o _�••■ �ME_S■■■■■■iii.ii.iiiiim ••■■•■■■■■■■■■■■■■••■ 111••••••••=111 M■■NE= •1 Non iiM,. o 0 1' 5 Q M••••••••■••••■■■••1+•••••1 1•••1=••M•••!.-... ,o„a I 1..•■•■ 5 _■■■■■•■■■■.•■■■■•• _•�■•■••■NE •1 1 .N •1 1••■■ Q N ■■■■■■■■■■■■■■■••• •I I •••••■■•C..'= IM •••••••• 1••■• o MN1u�••■�■■■11.11.11.iPROF ••N••• • •• 11.111+■■■ Z•.■.■■■■•11■.■■■•■■• �■■■■■■■■■■■■■■•.■•■•••• 111••■•■.■■■•■. ■• ■i 1111.......... 1••■■ Z 0 ••■■■■■■■■■■■11.•■■••....•111 ■■■■■■■■■■■■■■■••• x•110 M1=••••••••••••••••••••3•1••••••••••=1011111=••_ •■■■•■■•I■•/•MESEME•GI■ ■■NOMI■■■■■ 11■■•■•. Z 0 ~ Iiiiiiiiiiiiii11ii�= =I 1=11111111111•••••••=11111111111111111•••••• IMMENSE= c= I= IEEE a••■■C■■•.■■■■■■S■■WEINE -s _r_111 ■M■11I 1E= ■INO_ _ MMM— ■■■ m -5 ■■_■■■■■■■■■■■N■■O_EM—�.2 �•.•■■■■■■■■■■•.■ � � _ X19 LE 04 ,z" DR -26 VC o 0.263 162 LC tSA-25 FVC .�...■■■.■■■■■■■■• M•M.E1MM2 SE=MME. MWMWOMIM=211 i.••■111••■••_■■ 2 I.. ■■ Il- •I O 0.28{ ■■■■■■■■■•••••••C•■••■.—••■�••••••.M•••N■1111■ •• _,o ■■■■■■■■■■■■■•■•••�•••••• ■■■■■■■■■■■■■■■■..■■■...■■■■....■■■■1=EMM ■■■■■■■■■■■■■■■■===== 1••■•■1M.■•■■■■■■■■■■■■■■ •.•..•••••.■••••••M. ■■■■■■■■■■■■ ■ ■ NOON___....■ ■•■Ii11••■■■■•• •• a ■■■■■■■■■■■■■■■■•■■■■•=00=111111■=■=■■•■■■■■■■■■■■■■■■ MEN 111•••=t1111•=••••• RELEASED FOR CONSTRUCTION -15 -20 ••■N■■■■■■■■■■■■■■■■■■■•■ •••••■•••••••••••••■■■■■.••I■f •••■■■■■■■■•••••••■•...•� ■■■■■■■■■■■■■■■■••••iO1.•■■■■■••■■■■■.•..■■■■■■1.■■■..■.■■■■■IY!1••■■■■• r■■■■■■■..■■■.■■■���■1.a.7�r■ �.11111111111111111.1111111......11= iiii MENEMEiiiiiMME�ME 1Cil••■■■■■■■■■■■■■■■■■■■■■■■■■••+L'11■■■■■■■■■1111■E■�Gl■■■1111■■■■ MNII�■■■■1111■■■■■■■■■■■■■■■■■■■■■■■11.1•1.■■1111■■■■■•■11+1■■■■■■■■. AM wi CONSULTANT'S SHEET No. 1 21'.7 87P F ... �,,? . ;r `II q' •y �E11.Y 1 B05'M...., iT4:- ''� T.G){ �" 1986° � 5i r,'� �y�sL��" Y'tYCEN9 �P'� ''F`QI�: `�'ti/311207! 1YN} f0.q ROYI ULT CURVE TABLE FXISTIXr 6RX91TM.WAY F- T 'IMM"' WRVS RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT DOC...01019. \ Cl 500.00' 107.97 N3433'09-E 101.)5' 1272'22' 54.20. WST 16, UTILITY EASEMENT —T-0-- I Tl Q �,/ C2 500.00' 10&01' N3S33'01.E 10].80. 1222'39' SA22' PIPELINE. CONTRACT. UJj iv ,.rx*114 eLr mL. erw �_ r rEvwvE xa�ra LT TO FIELD VERIFY DEPTH. mrwEnro—vn 1 GRAPHIC 0 _ _ _ _ _ _ _ — - – ® - PT BTA: 25.O3.b a,w 1 _ _ LZ 20 AO � O 2� a 4 SO a �/"�� 7�M p ^ §e�� a) nidi yy�Lu / 4 F g Y +— .. _ ,x – ....al .w.E..,J...3..� _ ,.1vaAr.YALYE 7T ..O �0,,,,,,, SO EM nA 1. rxuxwr .4 Ma 1.exuuaLT IXOVNPOWERP E ea .. ... = • A' `►M� - - POWER TE VN GM OM --- =.10==111._ P U _ 9sLFa,rPVC oYzax "a SE'AE FAR SEMENT / -- 10'PEOfSTRMN EASEMENT J/ ®%\_ fty _, 1 ___ O LEGEND STORMM SEWER MANHOLE QSEWERR CURB INLET 1 SEW —....2._STORM BJ=0F13'PVC®O.M% 0 FIRENYOPANT ASSEMBLY nr• � 283 LF OF IY PVC°01 B% M GATE VALVE AND BOX "nre,®6. �iaxc� O. Nle a> SFWE .. MENT NM Ic M &ACffLOWPREVENTER ... rlF OF 1YP/C 00.25% O WATER MfTFR IX CBCP II _ WATER NINE O SANITARY SEWER MANHOLE SANITARY SEWER OSO PARKWAY I PROPERTY LINE SIDEWALK ,3•TYAULMOTH) � .....a MEM .���■.N�u�uu��%���..■■■\���NH.w....N■�����■N�N�.H■...����■u��.�n�l���■ �� ATER NOTE. MIMMIM PRESSURE RAIN G Foa.PEz,2EB NR0000 NIG2�P�. ■...H■H�■ ■HH■.■..■■■H.H■■■■■u■H■■M■..■■■■■..HHIH.M.HH■■■H.■H�1■M — 20 ■■■C■■■■■■H.■H.■■■u..■.■■■.■■■■■■ ■H■.■C: mm•••:_::: DESCRIPTOR Kimley >>>Horn oti i 1 or�,,ME...o,aVuassoca, sffi n *TO 140.000.00.1su .+ 4.1 DLANDS.. rneo REGISTRATION x1. e w�t?i .b' wyA.D,LE.-HDR� s L. CURVE TABLE - QII .,A I iF.sQO GYNL w�ui'�"w.a. CO5W MILK 1031011 CHORD BEARING CHORD DELTA TMOM /- ' '� P 05 15166 537.03' S71R6'21'E 031,21' 2011'38' 271.31' a • tl n. (n I" STA 16601.90 OwP.hay= STA.. 2100.07 LP. Clam. Dn. ' 'I Q GRAPHIC SCLE M FEET PC STA: ]+1.06O---- SFWEREASEMftL _-------10'SANITAPY IOLKt2NODOS9% -271217-0F1-4.4O% ++ L99 a ... a LEGEND LU O STORM SEWER MANHOLE 1 ' ! / _ _ ..urn _. 'O •.• I SWARMI—FA5�1E 1•NN°7,L',17: _ _ _ _ .. 5, OFF MO 1.7 ""'",'1,17.1= ,FRAM., Z J CURSWLfTrt = STDRNSEWfR 2 0 FIRE HYDRANT ASSEMBLY A GTE VALVE AND BOA ¢I ^lyl I �GM 161i1 BACMFLdY PREVENTER WATER METER EX D. MGR - WATERLINE 0 SANITARY SEWER MANHOLE SANITARY SEWER SIDEWALKIS ME TYPICAL FADER) LOS CHICOS DRIVE ren X5000 INGFOR PEES saESTROD N.S]bRSA — 20 1 20 0 ■•■_■■■■ TDP Of CURS u ■J_■■■NA� 5 8 0 TO 0 MI ITYO BY 1 DESCRIP110 OSO CREEK CORNER SUBDIVISION LOS CHICOS DRIVE WATER & SEWER P&P (STA 0+00 TO 10+00) - El _■■ LN,TIr INE E MI 15 ■••■ 15 - - ■Ml■ _ _. NEN _ 10 — I■ ^IF1^.W� / MOP MVP *MUM ig I me W5 1.......„1.I_ NE HHIIIIIOII ��_u•a 0 iii mL. 1- D ■� ■m■■■■■■■■■■■■■ 1– 1I1 aam 1- 1—m .. ■■■■ yy - i...z.7-....,_..., s. E '+ 15 0+15 SDR 26 -5 ■■■■N ■ - an If W 2' SDP 6 PVC a 0. 5') • 0.11E -5 . . —10 �� do4 —10 RELEASED FOR CONSTRUCTION • t� 111>S I . b4 A. , R.L.CMI.CMI YAW..YAW..n WWWwini Wefts Engineer -15 UM Gily Of Corpus Ciriell ■■■■ Joh N. Com...Ion Moro wIll 0+,w —17 .rA-IJ ,w —17 A.<aa,..a., DDC 3.11.0.F.u...e ,uuw 1+00 2+00 1+00 1+00 5+00 8+00 7+00 8+00 0+00 10+00 8 8 8 8 8 4 I 0 to 10 IN 1 O MATCH LINE STA 10+00 ° DROP °' OUT 111 0a-20 BACPVC 8 PVC fel. AtEASN 1 1 0 3Al iG SOOIHO SO1 A MATCH LINE STA 10+00 11_ 1 U° A 0 Sg 0 d 8(0008 80.0. DATE 8Y DESCRIPTION BENSON N0. DATE 88 DESCRIPTION ,o 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 C KAA EN -A01, AND ASSOCIATES I, WOODLOCH FOREST ORNE. SLATE 225 WCODIANDS. TX MAO ROW 21114,7•16 GIRIA REGISTRATION 42/3 WNW KIMLE,MORN COM 'ON f33HS S.1HV37nSNO3 8 8 10 lu 10 IN 18 2 ■■��y■.p. I1 rT10MW 11" P„ 14IxePVC f I ail- PVC M.... 1111.■■■ 1111■.■■■■ 1111■1111.■■ Y■■■■■■■■ 8 1111■■■■■ .. ==ME ■1111.■■■ ■■ ..... wan= W W ialdb•111Mil ■ M11.■■.. 8 ■ • ■■■■■ 8 ■ ■ ■■M11■ • ■ ■■■■■ •• •■•MM•M 1111■ 1111... ■■11 M■■■■ M•MEM • • M11■■■ 8Uin •••U: • • 1111■■. ■11MOM ME ...■. e 'I em■■■ lAQII ASiW■ MI 1 iliiYWENN • • ■■M11■= ■■ =MIME• ■ ■ 11■■■11 g■ ■ 1111■■■■ ■■ 1111.... • 11 111111111111 11 ••MIMI ••...• :::::::0 II■ ■.■..■ • 11 • ..••:: 811 • 1111■■■. • ■=UM1111 1111■■■■ 1111...■.■ ■ 1111.... • 1111■■■_ • 11 111111. ■ 1111■1111■_ 8 ■ ■■■■■■ 8 • ■■■■■■ ■ ■■■■1111 11 11M■■■■ • MEM ■• 1111.■■ 111111■.■ • 1111■■ P,a.MM ■■■ ■ ■11M■ • ■■1111■ ■ 1111■■ ■ MM■. • MINIM • ME= • R• ■■1111 ■.■■1N ■ ■.1111 ■f' • ■u. REM 1r.211 MOW 1 IIWMU ESM M■■■ ■1111■■■ ■ MUM ■■1111.■■■■ ■■■■■■■■■ . M■■■. 336E EC3■■■ y ■■■■■■■■■ A. OM :EM :EM ENE MN= =NM EMU MEM :EM MEM :EM M - MIME ■■ OM IIIM■. MB MINI M■■= MEIN ®■■r ■■■= M :N -__ MOM • ■■ 8 ■11■■■11■■■■11■1i;U■■111111 ■■■■■■■■■■■■L:i■■� ■■■■■■■■■■■■iii■■_ ■.■■■■■■■■.■i'7■■— ■■■■■■■■■■■.Ii11■■� ■■■■■■■■■MIIMS :1■■1111 ■■■■■■.■■.■■i'1■■ ■■■■■■■■■■■■.".1 ■■■■■■■■■.■■.'.1 8 • • • MATCH LINE STA 11+00 0 SSVd 3H0Vdvw MATCH LINE STA 11+00 s 0 V Y 6 c D FI 2 m z O REVISION NO. DATE DESCPoPnaI REMSDM MO. DATE DESCRIPTION �Iw Ao 6 OSO CREEK CORNER SUBDIVISION MAPACHE PASS WATER & SEWER P&P (STA 0+00 TO 11+00) CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley>»Horn C 2.3 AND ASSOCIATES Y.0 ,40/1WOODLOCH FOREST DRIVE. SUITE 225 T,E WOODLANDS. TX TM* PirONE' 281475-2.916 !BRE FRIetREGISTRATiON WAIN NIFALEY-MORN COM 18 IN MATCH LINE STA 11+00 .. MN • .. .. RUM MEI iii ■•• ... .•. OM slogg NOLLOfld.LSNO3 BOA aasV31321 SSVd 3HOVdVW MATCH LINE STA 11+00 0o REVISION NO. DATE BY OESCRIanaN REVISION No. sr DESCRIPTION OSO CREEK CORNER SUBDIVISION MAPACHE PASS WATER & SEWER P&P (STA 11+00 TO 20+50) CITY OF CORPUS CHRISTI TEXAS Department of Engineering Services Kimley>»Horn 2923 4.1, MO ASSOCIATES. NC THGE FIRM [4120 W*V.ONLEV 'ON 133HS S,L'MUISNO D (I/ OESCRIPOON KimleyHorn ''• m nµg TT CANE, mss. =o re.PHONE: 2111.473.2818 'WOFIFW REGISTRATION F.= -:. CURVE TABLE D CURE RADIUS LENCTN CHORD BEARRIG CHORD DELTA TANGENT GRAPHICS�CAAAALE N FEET n CA 1070.01' 651.11' N3'OS'I7'E 81613' I622'52 326.M' 80 AT ,.,ITErIStreg Y..uRM,RMa,6 M D,STA.T �„ vOL PAR r .g — ' ..fes. 8 o LEGED• 1 x_MENT_ _ _ lir O - vs i Q /•�__ 11± RCB Imo ip .. •... 1 - 6.YryyH - w _ ." e— L 6 T of 1 0 FIRE HYDRANT ASSEMBLY • GTE VALVE AND 60% 23 Li 0i 6 PNC 6 0.4.3 I — 11 •YMI 7r 4 _1— •_ Riir !y 11,06LOW PREVENTER )1 WATER IETfR MIT CSCP STA 19.391, My.W Pw • TA 2.28.15110010 Wee � ( r -..--..,.•••v, - WATER LIME 1 $'� ,= J O SANITARY SEWER FA - SA/VARY SEWER ., op enxi. PROPERTY LINE M. NOMA. IS' TYPICAL YADTN) — OSITO WAY WATER NOTE. kIININUNI WING FOR PIPE NSES THROWN IIIIN NIB2�P� — I 121+ 1 --i 20 ;. 20 I BY 1 OESCRiPTCN OSO CREEK CORNER SUBDIVISION OSITO WAY WATER & SEWER P&P (STA 0+00 TO 10+00) TOP OF CURB+ 1 1 Nil s v. SCENTERLINE_ FILL TO IO 1 STD STDGPRCm -PFR PROCTOR R 15 ■ 1 �... GiORCRR[COMMEN MEIEM _. . _ 1 I 4 l wiv I e.A. 10 .�._ . I ! $ 10 PROP rt' < 5 j J ;MIME �,. Z5 I MI 23 Li OF ' ' S" SDR -23 PvMSAANm AM FRO , , ±i D - 0.44% N D Q i _ RELEASED FOR CONSTRUCTION —_ - MM A. WABmIM, P.C., CM, CPM { Ureic. Er 04.6,6prINN nRw City91C6rgNI Christi a 1 expire..bawd an m. -15 ''+yY� 11 I 1 _ _ _ —15 B. coom0onc steed In UDC SSA, 1+00 2.00 5100 4.00 0100 6.00 7.00 6X00 9.00 10 00 1 i 1 I DESCRIPTOR Kimley>» Horn :_A�=' '' OW000O04EOESTO THE WOODLANDS,spm A, 1' TOPE FIRM REGISITUTIONF.IS xNW.10WIE,NORR...1 tl �, CURVE TABLE \ i CURVE RNA'S LENGTH CI am WARNS 003R0 DELTA TANGENT �� IL C7 1270.00• 720. 42. N1210.25'E n al." 32:1'37' 374.34' U I, EAAPNC SCALE IN PEET 20 40 !0 * RA 1,za.TEvuv.. STw I�ESm Lnieo. orm •I Wry ENST 30' R _ _ ——?yATE "-•'•.=NEM """eo�i��.Mvx,,N. no LEGEND O STORM SEWER MANHOLE NL — ' • •• "[��, S �1i� b• _ - ' ` ` Q STO NI SEWER GARB INLET STORM SEWER ,.��� W.,YN mer ■— 1fa."Pw eal4F _ ��� = — _ OP – � \ s ASSEMBLY N GATEIVALVE ANO BOX L71 2a W.. n1' AIRAM SEWER EASEMENT - JhC t O.N>< _ _ �A.. � � BACIOLONMk-VENTER J ®� Wl LE OF 8' PVL O 0.N1f7JJ ` G. WATER R M1^if!'- 44_4. � . IX4T CROP F\0.IS Z Zi —O WATERLINE ANE MINY SANITAR4' SANITARY SEWER xMR�xx N� It = F— a• i – – — PROPERTY LRE am WmEWAuc TrnuL mum) OSI TO WAY wMPRESSU RANO FOR PIPE ROES TROUGH 2NN H 3ESO PSI. 20 '. : N:::C::::::::m :I::::::::I:::::::C:I :::■■:mm:::' '. A--` ':: ::::••:::::=:::::::•M::::::h:: ?::::::::C■■::::: moue 20 I BY DESCRIPPON OSO CREEK CORNER SUBDIVISION OSITO WAY WATER & SEWER P&P (STA 10+00 TO 19+00) ■■W■■■H■■••■■■■■■■■•••■■■■■■■••■■■ II :=:••::::■�:::■■■■::: ■■■ alai Chea .. • P. - - T.,rt.,,�.c ■■H■�■■■■■■■■�■■■■q■••■■■H■■■11 •• ®rErma "x„ muRr,' sl DP 15 MATCH LINE STA 10+00 I ■■■■■EM■■■■■■■■�■■■■■■■EM■■�■■■�� TN°e P-- r.+Jrta+ 15 - C■■■■■�■■■■■■■■�.■■■■■■••s�■■:: .■■■. ■■■■■■■■W■■■■■.10 ■■m� _._._ aME MEMEEMMEMEMEMEINEEMEIMEMEIMEM III -: io ■■■.■ME■■■■■■■■ ,,:��IIII �.siiii■. ■■■ �w.rm._, r■t lir■ ' . . < H■ ■�■■■■■■ 1�7BEmi ■1 N j r N . 5 — ■■■■■EM■■■■N _ w ■■■■■••■■■■■:■■�■• ::■■■■ f I� i T1 ••• 0 ■■■■■■■■■■■■■■■�.■■■■■■ MINIM ■■■■■■■ ■•■■■� W.Va. l r '. . .B�EFIWIN E:P FV– 0 f r_ ■■■■■ ■■ .. 1'x\ Pcvu. �....Mux�u 61 LG Of a SDR -.4 PVC :■■■■ O O.44S .–r + 55 –5 I J.4 I 11 I! d 6 4 4 RELEASED FOR CONSTRUCTION _10 b m i., - of -10 1 tl' -_L_ y I '�'n i v `U . � 6 Bra A. WTIMIn. P.E.. CAI. CPN 0� F. t�i t� WvNopnNO ER tars EINMTrm M • - S City Corpus Ching -15 + LA, _ i .wN -15 w.NESE... ..a M UM ISA, 10+00 11+00 12+00 13+00 14+00 I3+OO 16+00 17+00 10+00 10+00 EJ09T.ATC9CP jl y TI IGHT 1 -W I6011. SIC PRI, T OESC Prwn Kimley>>>Horn 15ISM FIRM REGISTRAI.0:021 130.q I RC.v ULT I OrmLT O Cr, IX OW POWER •'"P°"^°� ON EY E. WELDED N, 66.1 W,� CAUTION EY N„NyDRAL rAwaL ]m AIMS PIP - TO FE:LD VERIFY DEPTH. . »TS ., . �, r":.AnueLr �. �..asePa�:�'� xv Ip28 EDI�IM 7 I I SV POW I I I I I IJ 0 �,/ GRAPHIC SCALE IN FEET 0 ]0 40 BO LEGEND co X3_:1 OSITO WAY < x 0 STORM SEWER MANHOLE z — 20 ,00 �s o ,,.� 24• „„ I 1 r— 010 I—i o STORM SEAERwR9 N T J I L STORM SEWER I I I (.% H 92 LP OF • PVC - • 0.M% - - Jet V a e• PVC • 0.NItl - _-tBSWIARV- �' �1 I I I' e FIRE HYDRANT ASSEMBLY « GATE VALVE AND SON n2 STA 10.00:5:0 ml SEWER EABEMEM IIWATER f I i.' 91CIOLON PREVENTEa I METER O Ex AT ESOP E%ISTiIT WL ]I I WATER UNE O SANITARY SEWER MANHOLE ] AdII T IS LIMIT./ I tMIMQI I I I ... ... ..... PROPERYLNESANITARY SEWER ME SIDEN/ALN Is TYPICAL MOTH) OSITO WAY I I 1 1 WATER NOTE PRESSURE RATING FOR FIFE SIZES THROUGH ',INCH l:]QPM 44 _ . - ._... I I 1 I } } { S I -11 .fig 20 I . ZO DESCRiPTION OSO CREEK CORNER SUBDIVISION OSITO WAY WATER & SEWER P&P (STA 19+00 TO 25+99) rNr of `T TARO-IDIN ''. 15 _ I wlNi ,. _ ro i *o3+ m• 15 11'ammf ELrCO • `".. vsff.. 'ASV i%%!//I/ ii - -- — . - d R i .1/411/PIP 10 g _�_ .., 1 t I Tom- I t0 5 w<vNw ' I LsMe - 5 W J - Gyyly�.�.�'galii'iAi • wMoeDs _ tea..+---'_ Ear SW PIPET. 0I- --,-1- VICTS e 0 io III I I '— t (RELEASED sy 'Y FOR CONSTRUCTIOI(i\ -10_�L L. 'W° -10 I n • n -Mt• j DEMRp om 9EIYb9 eltylime Ity a CDrpm CMgl •. -15 aW _J --' -15 e `IrYNNM �u."...on... m UDC 3 e... 19+00 20+00 21+00 22+00 23+00 24-600 25+00 25+99 —' _ j-01__1 /..- EX 1.oVH POWER c.x o N: o2'CAD, xLxrs - % ,' tBWEyy`�3, I= GRAPHIC CA IN FEET ---- DESCRIPTION Kimley>>> Horn ��t : C� bLLE,MCIIN MO ASSOCATESNC. relit *w N W000.01 FOREST OPT.. SUITE Z5THE WOCIOUNDS. TM 17380 � .a113PE RIM G506111.1. F.9211 , vM'WgMLE.10.1COMM p A.wi� § srnn N O 15 PVC 0 0.198can^O — , NwNm STA9•BB.BBOSOPARKWAY11 ST OFFSITE SEWER SANITARY SNm. SEWER �& ? I."4"-,°;`. oa o�Ppm„ a LTJ RA,aa,.�arzvKK 11 1.....!:—:37 v or 15• P.O0.191 .oEI E10D ENW NN- sNIZTM'E T. 1^E "^;�E_" }moi° LEGEND I 3151i Oi 16' PVC 0 0.196 3951i OF 15. PVC ei0.'9fi 0 STORMSEWER MANHOLE om1 o I rxueewr = EWER CURB INLET STORMS II} STORM SEWER 1 wYE_L�� uwxrt 0704 ulil/R2'Fif.M.' �Exc,. rxv�cs I g Y I I I �I a EIRE HYDRANT ASSEMBLY NI GATE VALVE AND BO% m BAOO:LOW PRP/ENTER u WATER METER IXN2'cscP - WATER UNE 0 SANITARY SEWER MANHOLE SANITARY SEWER 4. PROPERTY LINE — SIDEWALK (5' TYPICALVA0T19 OFFSITE SEWER W"M'EMRIAtOP E TING FOR PIPE SI2ES TMOUON 21NCII IS 250 PSI. oso rAR v 1 l a I— —, I. rIALGROMND.—: _ , E� B TO� FS T INS - -1-11. _ -' -.._ PE E cr EDt tl 1 1S �G'NTERIMf cRAD B c% R wR BACK 15 _ _ _ _ _ -- -- -e. T A 40 I O' I DESCMPTION OSO CREEK CORNER SUBDIVISION OFFSITE SEWER P&P j 11111111111111/)1 T 10 1 to - ATER IN ) AIL 82+II sTDI M9EW n 5 5 ® ul 0 0 i5� _5 s - !E. 4 _ - -- —. --s Wry "— -3e Li a 15• PVC a 0. 9! -- '-- 31s v OF I•PVC a 019* -10 5 PVC 5 PVC 0 9* • 0.19% TC EXIST S4M1 ' P1 MIMI �. -1S Y-- rs NM ! m10 —15 1-RLM9*P P06 CON*1ROC110RCON*7RVC110N im Ila:ME lii .... ..__�. WE, wA.wlMrYa PLMLH� 09 . ELM MIUMINII x'21 011.8116“....N.Iimr 1 & _. 00:00ea -20 J iw. 5. �-ly 1 l , -20 ..w. u�irr.0. -0+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 *+00 9+00 Q) GRAPHIC SCALE IN FEET 0 30 SO 120 Q ri auw.ieo3dr 3381 �.~ `X?i1 eLarMU .SONY POOM 314.1...11.931VICOSSY OW 1.10.4131b. UM 0 ta NOImmx3a I11LEGEND I a I AARANT. OLEO Q,-i • g �= gg a gR w"i o° J � 41=EA NN gx sy eWI "SC 15UND WEN . DW Vag LINES OVIEEV tl:} F; a t5j EE 8 . 5 o B tl� o SgR,@n GAAN,E "' NTIE JB PART 'IVO"' U""oDOTEiOJeOa.."S.. .:... g R3 nr,:i t g@g@33 !Iii)p, 90.:°1.7" W cROnwut... 1)13 o ° 0 0 07® 0 /— 0 o 0 0 ° 0 0 o 0 o oco LU _-__ BOUNDARY Lm `NE �r %r �+ MDEY.,. �_ �-•.n.-.1.:-.z...0� �.1: \ \�.t :t :A -• � .�.c - . -_ a ER. EPROM I r_ 0 m o m J = < .0 ! CENTER UNE nERN ARROWS t LRO„R ET LnNT MER: EETT2FGR GEMf STRIPING GETML LOT 1 le PROPOSED SCNOOL SITE IIQ.,. AO IE I Q STREET LIGHT NOTES - SONS BEALL BE PLACED INI.CO u iF VC CO .1 BEL SUN EE FOUND NO m.REO.TNL aNP STNA„Ti,d I RELEASED FOR CONSTRUCTION FAST 25'RN;Rt OF WAY EASE NT line A. WMeeas, P.1. CPM, CAI pment Sm.. Engineer A OEM diu eA PWA.tl on Ma Una conditions �y�6 In UDC RASP. LOT 7 1 1- LU W IT NEED NOVEMBER 23. MO 9PLITIr° m o o m o 0 0 ... - E>UaT,eG,eRYfAaEMFNT� 0 ,° 1 LEGEND 0 Nun, FOWLS c Sao -Mum Linc Oz STA,. r ,oOO.NR.nO...R NMAu..WLOWaEE O I a+ I DESCMPna OSO CREEK CORNER SUBDIVISION SIGNAGE & STRIPING PLAN (SHEET 1 OF 4) I RIMEL c SOLE5 MELLOW LINE .��W • . _ �-:� At o o STA,Lr1BOLOW,ETE.ARCEM w 1 g -�///�14 y � O RAM..S«oNne nw»KLOw LINE _ •y_ ° � �U rnrura _ S 0»„TAL EDOOWNOEWORD I- M LOT $ MECUM' A OINnA.LxSOW YELLOW STRIPING WEIVEANEY .0 c ZVOL R. i_I • : ° 0 9WaTOEMGE LENcrN o■ -1 35m IZ EDPAWELENr / O WARNERS rtPA�S ATTVm OG P.R.».O.T. 7' _ 52 W., o g w '=`;;:n WSWELENT W.WIERS O=,TAR AE,I °WNITE,ARA Ix.,FI ., ®CNWST o ,.., AN.TWE-- © SPEED..,—. w, © EDNES.,A,IAND,., L. NDxNDDLTD„EAWNA., E..---- oNSS,R,W.IE,, NIND,"ENEL. 0:=1,='`,—"' NOTES DESCRIPTION Kimley»)Horn NIALE1,10iN ANL ASSOOKIES. NC tit LT MOLLOCM FOREST OWE. SULE LS TIE WOODLANDS.' ROW 28147630 11UilTrLL 6� TSPE RM REG6Ox FAL 4 - ^ i WWW..NNLE..«�N.0 0 STREET LIGHT NOTES I. rn00 NANxnoW„aHarA„i010E101.E. c� ,1i ORAPNIC SCIN FEET IIALE I0 + j LOT 9 m \\ WARRANTY DEED m ) 1 \ LEGEND AUGUST 16, 2011 GRANTEE: MORTEZA SNMNURT 1 a DOC/201102978R \ LOT 8 /2011.C.T. \ 0 i \ DEED — s -- WAIMANIT AUGUST 6, 2011 GRANTEE: MORTElA SHMNURT CROSSWALK eKnw ORO ��:l j /" O. DOC/2011019]69 G ' O.P.R.N.C.i. a o ar LNEa ---ii:° E�rtE„A�WE ]CT3..�::. ..�._ s-.-..����� 3CELRACT FLOUR BLUFF AND ENCINAL FMN AND �:-. 0 n GARDEN TRACTS } ! CENTER LANE TY. ARROWS LOC.. /�/' r/ II +V O50 TRACT 2B PROPOSED SCHOOL STE LOT 11, SECRON 34 14.636 ACRE TRACT FLOUR BLUFF AND ENCINAL FARM AND GARDEN TRACTS (FOL. .r. PG. 61-43, M.RN.C.T.) LEGEND 0 mfr. mum 41,101-13YELLONLIK O rar.LLW EOwwxnEnOacsn O naruterEuorienoKEN Oam,c pm. LW-rnnor 0 IM Omfr., WIC WxrtE OwweuElaouxE OWI. SOLO WdrtEv/JM 0 oarru.l.N son rtuwainnw O=.n".` ::Oq oAAVELE''''""s OIavKt,71T ' ow45 4 Nu45 11 IaEEOT,7:.`7 ,r'''''`' 'Sum ❑1 Ixtaixm., ❑2 aO wa, EorA,rl Nn TWE epN Aa] BY I DESCRIPTION OSO CREEK CORNER SUBDIVISION SIGNAGE & STRIPING PLAN (SHEET 2 OF 4) RELEASED FOR CONSTRUCTIONS A. MO*.�__, el ARE A. WNkMw R.1. CM CMI onl°CR.m wvlu. Ui6Im6F City O1C6ERLMD6EE� Now 6 ayAn en nF u..,„m60.,,.e,.4 i„ DDS 3.0.6.F. saxa s<«ror, 106 ENox' Ano ,..„a.'x9AeeeNur ❑T saw NOTESxa Oto Au 6.90.6 evert CONSULTANT'S SH(ET N0. / / STREET LIGHT NOTES g �r",'.'9.....196604 IILV H Yf1v!CEN6�'Y," LOT 1 C 04 2i5gP ! gt CU 1 _ i§ �/ i� fie / \/ 0 W2 GRA C SALE E0 30 60 T CD MAPACHEPASS / 't �—_��_ •F -.^ C LEGEND _ D LL Z ) 0 11... / RD....45 / / DE CROSS... SACK OF Clin / / NLOT RANry DEED OSO TRACT 28 N / JUNE 22. 1969 10r SECTION JI / GRANTEE- Lire OF CORPUS CRRSn 6N ACRE IMCr / VOL 2163. a. 23a FLOUR BOT ANO ER macs FARM D.R.N.C.r. AND GARDEN 3, S.# 2 M.r — — — - 1mueM 419t- tememoncelmeMe .0 i aR1u V.RnIR AR14.6 . TWO= SMUT .9f.i.x .� LU _©RYR.,.,.9.......N.99 CD o `0 LOT 1 ) 4 LEGEND ...R D......a..6.9.... 02 ...R.R.9.e.....19... 0 MULL, YELLOW MR. p ALLrectormo,L.. 0R. Ie9...... 0.1i.L121ro L.. p»�R m D.RDeR9� I Er' I ocscwvnw OSO CREEK CORNER SUBDIVISION SIGNAGE & STRIPING PLAN (SHEET 3 OF 4) 111l _--...._'� D �� Z MAPACHE PASS • / oR. R60l4MAC..e.R.., ® civ aA«r,,.«o....�.M.R..a 2 «' RPM I U .- —------------ _ I o � , - �' DSD mAci 2D — — — -- — — — — — — — —LOT 1 2 nue I LOT 11. SECTION . LIFT AC11IRACi FLOUR BLL43 ARD ERCIMLL FARM ARD A CH DEED 0380(0 /RAM KITE 30. RPU GRANTEE ] K CORPUS masa (VOL 'A', I vac.E. 47 I i I ID PA m�aRmeo wvel.m wuuea e 2nt,c E la l .«ID..�..eR. laxRi , [ ' © ❑2 .7111;11041. OW . g ,..,o,;7‘.------3 RELEASED FOR CONSTRUCTION 0 enED.i., w.4 em BRe A. WT... P.L. CIM, CPU Development Services En99.... cm/ of CD.PI. Chelan ❑ 0 mY.oa.v.euo.. El 'a. RlDwnr .DRYe.Yr NOTES DESCRIPRON KimleX!rno....ti-1F' g °, mND '. ! 'NE WOODLANDS.TIM r P STREET LIGHT NOTES es.. OS AO FEE,A0 A won. SISCiiip Of IN FM ewxowa.e.cxeor,xc coRPDewRe,p7ON. 11 7 LOT 12 I 0 '1 1 ' WARRANTY DEED MARCH 00. 1990 GRANTEE: CITY OF CORPUS CHRISTI VOL 2227. Pc. 47 0-11011-111.111 0 // moo' VP CO P GRAPII_IC SC,_ IN FEET e F LEGEND 0 0 n UNE UNES NIONT Of W. cAosswAix CVO MLitt:* _ 4. UNE MEM. NMaw r 4- [EWER UNETURN/MO. 3:k MVO= SIAM Larti EXIST 25. MOW OF WAY EASEMENT i F LOT 9 EMEI EXIST EASEMENT � WARRANTY DEED I AUGUST 16, 2011 GRANTEE: NORTE.X SHAFINURY DIC/2011029789 0 O / 0 O O y LEGEND 0 MULL COALE.eD,.YELLOW UNE O EM/ Dr WLIDwxRe STOP MX .0 Frt:uoxexaex O OM, c SOLO YELL. LINEW_ OINSTALL ,rt EOM WHITE ARROW I Br I DESCRIPTION OSO CREEK CORNER SUBDIVISION SIGNAGE & STRIPING PLAN (SHEET 4 OF 4) ,o o ; .L'��I t� w o Luxe a MULL Ve«o.Re C.NNEN 0 Z _ Q/ ....'-.1;111!1.111"11111111111-— _ vo� Du — O --: O 0 ...- 0 II y SC7 1 os �.. 1 mar. D ciAprrs As. O .N..NsaDrLaNSINPw O rsztArgD MUSED PA.EMner WAXERS TD 1wcE.FD.n DRNxexw,NwLsxs a7gEDE,uLwEE.s„ swowxi.eeus ,,?,,,,,,,,,,, o El,NtOmITNO PAY TIMES,. Pa. RELEASED FOR CONSTRUCTION .µ ypy� yp_{ Erle A. Whitmire, P.G. CFM. CPM Development Services Engineer .,. e m 1Rn "_•"., ,,.- 5 u1 L. ❑ sus%mW E Exoxxml /ONE e MN u2 O NOTES xa waEwN ra=1;ZEe RETIRED ON ALL MONS[ an �} \I CCRAPHIC SCALE IN FEET tm 200 .00 CONSULTANT'S SHEET NO. lDG.„( I0LLYI. BOSNOH7My .......j3s604 •• ' '\Eetti :. 312YM2] / EROSION CONTROL LEGEND L 0 i a §1 �� ya 8 ^ $ g �s rv� E R& F• ... © -_R -.�_l ez 1r WATEq - - - sig _,, wmROsmco,aun '1s -;l -\ __.I` •, Rt ��7 IJ / I— 1 �� t— �! !J J 1 ... ' l 11 ti' �I IA_-�� i=I O ` , EJasi tS unuTY SASEiaeHT sa\ 1 ..1 �. . l_\ , t 1`I Y III tos"iT A�Ni. / ., `-^11'‘ 1 1 ) f.l -1 \\\ \ \I I 111 x 7 ! / I t �' \ ‘'i'i / \\I \ 11 , t. 1\ �� ':FP'^ \ \ '\ ':"s`, `\ \\ /\ \ 1 _titi'u :,".\ wr'": .: \\ \ J \ I u 1r_\$ ____na--- PENCE SF — Ss— CE2g949 ECONSIRURION O xrnrscwu. CONCRETE wwwur :x.Er PROTECTION O -- ROCK FILTER EWA — w ore w _, EJunxn \�:. ' ` I C—� \ ._I \ :\ ,\ , \\,e a-/-'- aOSWN CONTROL NOTES I1E I I C. \ SF \ \ \ \\I \ \ , _I I \ 1 \ 11�1�11 0.s \ `\\ \ \ \I , \ 1 \\\ �\ 1\ 1, 1 \_ \\ ss1 I 111 ,.2>„ \ q<. ., ,1\,11 i \ vawav,x:s sneuw,.0 SUGGESTED mx,norsou.r mx,Ra.s eowrox awoixmsw s.owV ox,x THIS BY xvRosroseo MO E.,,OZI x:ouxs — REPO. COMMENCEMENT RADINO ACTIVIII _ 1AL I. ELI AS SOON AS su,sr,.,nwrION :sPROVIDED er uuosc.R:uou:oI. O + ~ \ •••`rti.;x gdl.tu. • — ( iW. _ ` / IP /�.. / _'Ix :1 �CµEFX _ AND x,,PROTERbx.OR:x, RE %I:X=1'; VZI; R�xa. srsrvumn.EcrEO TO Rr.uxrov,ussv.Enarsrsu axsnE sswER \ i y (1 rl Vii. 1 ,,,,,,,,\4 (,. <�`. �, ,ut,,.,.� 1 1 \1��i J �'$f � r s;, 2 ca„E,zR�.:oRoxw,�xrRx�RrE�.T�,.Tx.o�R:«o �Cv'l'II _; { q�',�j~ \/if /s •)' 1J+r sE 35.x.k+ LEAST I RY I DESCRIPTION OSO CREEK CORNER SUBDIVISION EROSION CONTROL PLAN io ,.....1 1' / \l ... "P. J:. ?3: aj'" � .' `u/�.:1;tffF. ' ,•\ NSTRUCTION ENTRANCE SMALL BF Lora cc. Txe n,sixau,..I.AMw1.mewsrR::e,ox ! jI I I I r I �:? -- \ .: :i:r \\ 1/�• mak1 \\I l \ I \ IP ` JlNespClldML v - 'it'eG+vi l \ ♦ 1 „_-� - - g7gr.. ter' ` � \ \� - ^�'A( ' moi\ �a, � / \ \ \ `'cxr ���y..":k..eY�,x�+�tl`Tee: / (lB/Z \I 1111/ \ \\ ,n;,:.:.: ;zlRjv{:k�{ +1 §:�i:, \r W 1 3 wfs /j s 1 \ c��';-rA%; w,ETam01:1 REUEOFTnEw Zgl:wRo 421"1s.uxEEOEn. oEaE.w:xo — vREvwnrax, rwxrmw:a. vr,ra uu vxoxivxo. ,Essrxu::o,.cREs w,au vRwoEoax rx:amEREuu.se TxE anew ixcwO s,.Rniu,roxsr veRuxuExr v.v:xO.xouxoscvR:o nre ES MUSI RE INRIAT RE reuwxwxr ERos:ax ewrRo, OE•ness uvax ED of BI 1 f{I r\ 1 ,1,.' ur rr rt rT r s RR o s e ERw .s e. o o.oR eoum:xEm ,CEO. vn ox.:,uwsoicT:ax "Ox aasuornrrus uouaom sad'''''' oxn L.,E (�� l ourru::au:oxuuR:xocoxsTRtrgg, r11 ''IIIAAII, — _ _ — \ _,_ _ --- ISA GENERAL OVERVIEW ARO IS MEN , IOC CONCEPTS Or iNE o�:o µDK<,mxERwnuELY (IL UCTION IF ANY Al IION Eu.E rxEwrxow RELEASED FOR CONSTRUCTIONSWPPP NOTE BFIa A. Whitmire, P.E.. CM, CPMTxE Development Services Engineer RURrosEsor s,oxu. w�rER vo:wrw:rREvcx,:w. City of corpus Christi EROSION CONTROL SCHEDUNG AND SEOUENCNG CONSTRUCT NCE. SOT FENCE. NE. ANDDTREF PROTECTPN ifNC.F ACCORDING TO THE MPRO%IMM1TE LOCATION AND SHOWN ON GRADING AND EROSION CONTROL PIAN NOTES AND OETAL SHEET. 3BEG N CLEARING AND GRADING SITE. 0 AM REVEGETATE SLOPES WHERE SHOWN H. UTILITY INSTALLATION 1. KEEP ALL STORM WATER POLLUTION PREVENTION MEASURES IN PLACE, E. INSTALL STORM DRAINS. SANITARY SEWER. AND WATER AS SPECIFIED ON PLAN SHEETS. III. PAVING KEEP ALL STORM WATER PODUTPN MEASURES IN PUCE. REMOVE AS NEEDED TO Z. STABILIZE SLAORACE. 3. PAYE STREETS Aro MOM.. AS SPECIFIED ON RAN SHEETS. . RE -INSTALL ANY STORM WATER UTPN PREVENTION MEASURES REMOVED FOR PAVING OPERATORS. STBILVATONM1AMSCAPMG I. REVEGETATE LOT AND PARKWAYS. LANDSCAPE CONTRACTOR SILKL MSCAPf EGETAh£RECWEIS Droll 3. MOVE EROSION CONTROL DFACES WHEN MINIMUM IBM'WAND COVER IS ESTABLISHED. VEGETATION MUST BE tABUSHED BEFORE STRUCTURAL CONRROLS REMOVED. B.M.P. MAINTENANCE SCHEDULE ,D.PNARY STONE CONSTRUCTION ERMANCEIEE,. 0 DOM OR REPLACED NON SEONENT CR Str ONCE ,,A.U.RE MADE NM, MO MIER RAW STORY EVENTS SOWN, WALL RELIORED FROM FoNCLtOamC PROPER, SED:VIng.17 :kr RON>. FROM ME STOPACE AREA ..Z4 ZETaurNTOPER HAs Ova! UP TO COE-HALF NO DE9ON CORM if OE-RAMAN. Of ME STORAGE vOLIAC R001 CrECIL OAA. 7„„S=C:O. SaALL AOC , MTV. ALL RNN [VOLTS TO MORE MAT ME pL-61a FROS1 STERAGE ANSA Lif"StRem. rat n. NON OLIN OF SEWER, N al VP TO ONE-Nalf OF TNE ONANOONT RERAN O.NX TO ILO CH EL ,,I1NOntra OF RAE POOL 0.S. MONATE, TO PRELV.0 ROOM.. DAM. FORAGE ...ONC CR NEEDED 10 r0.114.1 1NE DESIGN MOW AND CROSS NCI.. OF MI GRECIL O. ORB IELE,IORATE NLETA.xINSPEGIlds SCRAM WEN, MO AFTER ALL RAIN EVERTS TO D.J. NAT THE °Ev`""' MEN KUL CURB INLET • PLAN WO TO MANNOLEE•• PLAN NOT TO ,t6,0,4_ SS W .i ROOM RPMs LRLN: MOMaI ▪ DEE NON , Tarft Noss:ORONO NW FOP CURB INLET PROTECTION DETAIL NOT TO 0111. xi, Fr morrtnno. xo .UPPP 1IOR ur "CO TE, DO ARANtERT PLAS4 IROORS R.7 MP OS SCR. SIZ1 OE RE .RvouAANROO CUPS CA KO RNGS AT INS LOC% LoE. „Lome, ro .R, PNRRN , 0 MO PROTECT.. 90.1 ICSIOVE0 . SOON /6 'PO SPOON CS =NOR 6 STALIWEEO TEMPORARY FILTER FABRIC INLET PROTECTION DETAIL LA ROCK FILTER DAM AT EARTHEN BOTTOM CHANNEL Ka TO KAU SECTIONA•A ROrx nt rrrt ow NOTES: rc.R RRFIL IPLONSONS NALL IN ...ARO ON TILE 0..6A. SLOPES SNOLILD IN al ON FLAN..S. RC. ntrER No NOLL Sr A .1.10 Or ma MR INICILKOS AT tOP OF owTION1r=070 IRON 00,47„ Ce. PAN▪ GS. NSRC. yr Iva NET SKM0 SECoRED mow ToA TEMPORARY SEDIMENT CONTROL FENCE DETAIL KR TO OADELDCS PORN MK Art IRON SINN Oar NV NAY RE NOOPIED PLAN STABILIZED CONSTRUCTION ENTRANCE CONCTRUCIIIIN fNIRANI‘ NUTS. LE.M. As MEM( Nur NOT LESS MAN SO MeNENESO NOT LISS MAN • Nom LE AN Ral mom Of I RELEASED FOR CONSTRUCTION BNE A WMENn. E.G. CPU. CPU ... Development EEM— Engineer City elComas Note Conelroolen ulNn lewd on. the CondiNoms1•4.1.1n UDC 3.S.AF. CONSULTANT'S SHEET CO s a 2 CD D EROSION CONTROL DETAILS SHEET 47 of 75 RECORD DRAWING CO. CITY VRCVECT / SITE DESCRIPTION EROSION AND SEDIMENT CONTROLS PROJECT UMITS: 7.987 LINEAR FEET - 1.5 MILES OF ROADWAY FROM 0099TOWN BLVD TO STARRY CIRCLE PROJECT DESORPTION: WATER, SANITARY SEWER 5T0RM SEWER, GRADING AND PAYING FACOTIFS FOR ROADWAYS VANN 050 FREER CORNER PHASE 1 MAJOR SOIL DISIURBINC ACTIVITIES- sac 000 IE5'SOL DISTURBING ACPMRES RILL MCLUDE PREPARING RIGHT-OF-WAY EXCAVATION AND ENBANKMENT f0B_1HE ROAODWNYS IHST 1100Cf X5 Aun RES M8178HUN�T08 *SEWER LIES AND STRUCTURES M1D TOTAL PROJECT AREA: 103.299 AC1,05 TOTAL AREA TO BE DISTURBED' APPROX 18 ACRES WEIGHTED RUNOFF COEFFICIENT: (AFTER CONSTRUCTION)' yl.. EXISTING CONDITION OF SOIL & VEGETATIVE COVER AND R OF EXISTING VEGETATIVE COVER' FAT FAY A FAT SANDY VAT SOLS SPARSE TREE COVER AND VEGETATION DmouGHOUT 979L URSMIG_RESREIMAL..AIKLEARMAULDRIOUR NAME AikIVING WATERS: SOIL STABILIZATION PRACTICES: .JL TEMPORARY SEEDING _ PERMANENT PLANTING, SODDING. OR SEEDING - MULCHING - SOIL RETENTION BLANKET BUFFER ZONES _X_ PRESERVATION OF NATURAL RESOURCES OTHER: 1URBEPFRRWSDOYS9IN0 ORUSilTON0S OSFTARRILCDL.gM1S1A1EDD811HN 14 STARIL1ZAnOn PRAcncES MUST BE NNER0000STRU000N HAS DEEM 71102 ' 10(0600110 PERMMFNILY CEASED. UNLESS (00171 0 011-11N THE OPDES PERMIT. CONTRACTOR SHALL REMOVE TEMPORARY EROSUN CONTROL DEVICES UPON CWPa£n0N Of STASUZATIOR. STRUCTURAL PRACTICES: 1 SILT FENCES - HAY BALES ROCK BERMS _ DIVERSION, INTERCEPTOR. OR PERIMETER DIKES DIVERSION, INTERCEPTOR, OR PERIMETER SWALES DIVERSION DIKE AND SWALE COMBINATIONS - PIPE SLOPE DRAINS - PAVED FLUMES i ROCK BEDDING AT CONSTRUCTION EXIT 9MBER MATTING AT CONSTRUCTION EXIT CHANNEL LINERS SEDIMENT TRAPS - SEDIMENT BASINS 1_ STORM INLET SEDIMENT TRAP - STONE OUTLET STRUCTURES �. CURBS AND GUTTERS STORM SEWERS - VELOCITY CONTROL DE10ES _ EROSION CONTROL LOGS OTHER' MOM TOL VEGFTATIDN MUST BE ESTABLISHED BEFORE STRUC1URALCONTRO 5 ARE 00140000 NARRATIVE - SEQUENCE OF CONSTRUCTION (STORM WATER MANAGEMENT) ACTIVITIES: ROUGH GRADING ENCE.DHKE.AND TREE P801005OR ACCORDING TO THE APPROXIMATE L00ARON AN 9101( W GRADING AND EROSION COR1RO PLAN NOTES AND DETAIL SHEET. WETLLEARIN Aso READEIATE c =S!OM1 11111179 INSTALLATION 1 KEEP ALL STORM WATER POLLUTION PREVENTION MEA9JRE5 IN PLACE. 2 N151A11 STORM ORANS. SANITARY SEWER AND WATER AS SPECIFIED ON PUN SHEETS PAVING 1. KEEP ALL STORM WATER POLLUTION MEASURES IN PLACE. REMOVE AS NEEDED TO PALE. 2 STA9I170 9UBORAT: 3PAYE STREETS AND 907WALKS AS SPECIFIED ON PLAN swum. • RE-INSTAIL ANY STORM WATER POLLU0ON PREVENTION MEASURES REMOVED FOR PAVING OPERATIONS FINN 9AMNP/Snl STABILIZATION/ I ANOsr O. APw 1. REVEGETATE LOT AND PARKWAYS 2. LANDSCARE CONTRACTOR SHALL REVEGETATE ALL AREAS RESERVED FOR LANDSCAPE VEGETATIVE COVERS 3 REMOVE ER09O{_00NIROL DEVICES WHEN MINIMUM 700 GROUND COVER 15 ESTABLISHED, VEGETATION MUSTOE ESTABLISHED BEFORE 01/0010801 015415190 REMOVED STORM WATER MANAGEMENT: THE SITE TO ALLOW STONY WATER RUNOFF TO BE CONVEYED IN EXISTING PATTERNS THROUGH THE USE CF MINOR TEMPORARY PISTE SWALES INLETS AND STORM 5ERER A5 NECESSARY *0111 PERMANENT STORM WATER DRANACE IMPROVEMENTS HAVE BEEN CONSTRUCTED. OTHER EROSION AND SEDIMENT CONTROLS: MAINTENANCE MAINTAIN A 0NDI110N THAT mu. PREVENT THE TRACKING OR FLOWIN0 OF SEDIMENT ONTO PUBLIC ROAOWA15, Au. SEDIMENT SPILLED, DROPPED WASHED OR TRACKED OM A PUN IF ROADWAY MUST BE 8EMDVFD IMMEDIA1E00 Y61EILWASH1NCi15_RFOUIRFD TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO A PUBLIC R0A➢WAY IT SHALL BE DONE N AN AREA STAR1117F0 RIM CRUSHED ... ESAMEDN D F A°11NEDD_u_FN G_S„ ONTO PUB110 AREAS SHALL BE PAID BY WTHE WC INTRACTOR ALL 10050 _CO TROL STRUCTIIRFS SHAT BE MAIMIABIFD IN 0000 WORKING 0211EILDNED.H.TATR. I POSSIBLE, NO LATER THAN T OATS AFTER THE SURROUNDING GROUND HAS REASONABLY DRIED. INSPECTION: -- L2ECR0N5 SHALL BE MADE WEEKLY ANO AFTER RAIN STORM EVENTS TO INSURE THAT THE DEVICES ARE E0<0011405 PROPERLY AN INSPECRON AND MAINTENANCE REPORT SHOULD DE MADE PER EACH ILISPED DON, WNEN_SEDIMENI0i_MUDITAS CLOGGED THE V20_SPA105_ LIREENATONES OR_MV0,JS BEINc,J11AC0ED 0010. 0.00015 ROADWALTHEJ,GGREOAIE PAD_MUST BE WASHED 00WN OR_REEL0C0O RUNOFF 511014 THE YIASHUOWI_OPERATION_SHALLNOLDLALLOWEOSI R' RIROUGH ANOTHE&BMP i0 00NIROL 0ELSIIE SFOMENTATIOR PERIODIC RE -GRADING OR THF ADO1ON OF HEIR STDNF MAY RE RF111870 TO MAINTAIN THE FIT:WMOY OF THE INSTAR I ATOM WASTE MATERIALS' 1I1E OUNPSTER USED TO STORE ALL WASTE 90100101 SHALL MEET ALL STATE ANO LOCAL DUTY SO0D RAM MANAOFMFNT ROOM A1FNS ALL TRASH AND CONSnRCROR 008015 MLLBE DEPOSE. IN THE DLIMPSTER I BE HAITI F0 TO A I O'AI I ANON 0 1ONSIRIICIKkI WAS IF MATERIAL WII BE 80800 ONSITE HAZARDOUS WASTE (INCLUDING SPILL REPORTING): IN THE EVENT OFA SPILL 0141014 MAY BE 04N9QERED HAZARDOUS. THE CONTRACTOR MUST NOWT IMMEDIATELY THE 5740. COORDINATOR AT A MINIMUM. ANY PRODUCTS IN THE FOLLOWING CATEGORIES ARE PRODUCTS OR COM0REIE CURING COMPOUNDS AND *DOMES. ALL PRODUCTS USED SHALL BE STORED W FROPER 1 LABELED CONTAINERS AND REEOVFO FROM TIE .10997E MIEN NO LONGER NEEDED. SANITARY WASTE' LLIRACTOR SHALL PROVIDE THE CONSTRUCTOR 91E WITH ADEQUATE SANITARY FAO:LInES FOR WORKERS IN ACCORDANCE WITH APPLICABLE HEALTH REWUTONS. ALL SANITARY WASTE RILL BE COLLECTED FROM PORTABLE UNITS A5 NECESSARY OR AS REWIRED BY LOCAL REGULATIONS BY A UCEN500 SANITARY WASTE OFFSITE VEHICLE TRACKING: _1L HAUL ROADS DAMPENED FOR OUST CONTROL _X_ LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN _X_ EXCESS DIRT ON ROAD REMOVED DAILY STABILIZED CONSTRUCTION ENTRANCE 0(1ER' REMARKS MELT STORM WATER QUALITY OTH 90600E WILL BE NECESSARY. SE COVERING OR R MESE AREAS 111 SOME PROTECTIVE PERMITS: CONTRACTOR SHALL UTILIZE THE STORM WATER POLLUTION PREVENTION PLAN AND SHALL OBTAIN ALL PERMITS AND FULFILL ALL PERMIT REQUIREMENTS, INCLUDING FEES, FOR T.0.E.0. GENERAL PERMIT N0. TXR 150000 RELATING TO DISCHARGES FROM CONSTRUCTION ACTIWITE5. THESE ACTIYITES INCLUDE. BUT ARE NOT LIMITED TO NOTICE OF INTENT (NO, REWIRED SITE POSTINGS AND NOTICE OF TERMINATION (NOT). ALL ACTIVITIES WILL BE PERFORMED AT THE MILESTONES REWIRED BY THE T.C.E.0. NO SEPARATE PAYMENT 'RILL BE MADE FOR SUCH PERMITS. RELEASED FOR CONSTRUCTIOM BRM AW 4081,. P.B.. CM. CMI OFwlognN Mmio 19nploom CIV M COpIW COM 00A CoweructIon Plans WRg08limed ..80 0. coo.*.WWU N UDC OSA& CONSULUM'S SHEET NO =O ▪ e 6 42: �a Rd 9,Bn Tu or,04 E!� D b a 8 w 00 U 5 j_ W 0 Ix co UU) 0� 0 SWPP NOTES (SHEET 1 OF 2) 4 8 8 SHEET 48 of 75 RECORD 2040(90 N0. CTIY PROJECT ' Stormwaler Pollution Prevention - Clean Water Act Sectlon 402 11. Collard R.nurces N. Hazardous Materials err Contamination Issues DESCRIPTION Kimley>>>Horn I WO WOOD.. FOREST OWE, SUITE 225 "� 'THE WOOD... TB 77180BOANCIMALE,MOPFLCOM Fl 1PDES TYR 150006 Stormwater 01s 0,90 Permit or Construction General Permit rewired for projects with 1 or mare acres distrubea soil. Projects with any disturbed a 1 must protect for erasion and sedimentation. ❑ No Actin Required O ReWirad Action Action No 1. Prevent Ito mwMar pollution by mnlydlinq erosion and sedimentation In accordance 54th TPOES Permit 1%R 150000 2. Comply With the SWOP and revise when necessary to control pollution c required by Me Engineer. 3. Post Construction Site Notice, (CSI) with SW niwmalion an or near the sae, accessible to the public and TCE6. EPA a other inspectors. 4. 4Mon Canlrocta project specific locations (PA's) increase disturbed sal area to 5 acres more, .admit NCI to 10E0 and the Engineer. or Work F or4 ear Slrsem., Waterbodin and Mations. Clean Woler Act Sections In the event historical issues ar archeological artifacts (bones, burnt rock, flint, pottery, etc.) are found during construction. cease work In the immediate area and contact the Engines immediately. ❑% No 40100 Required 0 Required Action Actlm No. 1. 2. 4'•w IV. Vegetation Resources General (apple. to all projects): Comply with the Hazard Communication Act (the Act) for personnel Who will be working with h 000000f materials by conducting safety meetings prior to beginning construction and making wakens awore of potential hazards In the workplace. Ensure that all waken are provided with personal prolective equipment appropiate for any hazardous materials used. Obtain and keep on-site Material Safety Ooto Sheets, (MSDS) for all hazardous products used on the project. which may include, but ore not limited to the following categoric.: Points. acids. advents. asphalt products, chemical additives, fuels and concrete curing Carnpaun. or additives. Provide protected storage, off bare ground and covered, for product. whish may be hazardous. Maintain product labelling as required by the Act. Maintain on adequate supply of on-site spill response materials, os indicated in the 4505. In the event of a spill, lake actions t0 mitigate 100 spill as indicated In the 45D5, n accordance with sale work practices, and contact the District Spill Coordinator immediately. The Contractor shall be responsible for the proper containment nmol cleanup of all product spills. Contact the Engineer If any of the follwing are detected: Dead or distressed ve9ela0on (not Identified os. normal) •, Trash plies. drums. conister. barrels, etc. • Undesirable smells o odors •w Evidence of Inching or seepage of substances Any other evidence Indicating possible hazardous materials or contamination discoverd on site. 401 & 404 Na Permit Required USACE Permit required for filling, Wedging, excavating of other work in any water bodies, rivers, mess s, streams, wetlands or wet areas. The Contractor must adhere to all of the terms and cam0itia0 associated with the following permit(s): ❑ Nolbnwles Permit 14 - PCN not Re9u0ed (lea Mon 1/1014 awe waters or wetlands affected) ❑ Nationwide Permit 14 - PCN Required (1/10 to 41/2 one, 1/3 in tidal wotwa) 0 Ind1drd 404 Permit Rpuked ❑ Other Nationwide Permit Required: MP/ Preserve native vegetation to the extent practical. ❑% No Action Required 0 Required Action Action No. 2. 3. Hazardous Materials or Contamination Issues Specific to this Project: ❑% No Action Required 0 Required Action Action Na. 2' Required Actions: List sinters of the US permit applies to, location in project and check Best Management Practices planned to Contra erasion, eedimentotion and post -project TSS. V. Federal Listed, and Proposed Threatened and Endangered Species, Cdticol Habitat, NI. Other Enwonmenlel Issue J. Slate Listed Species, Candidate Species and Migratory Birds ❑k No Acta, Required ❑ Required Action Action Na L (Include applicable regional or site 'pacific nwromnid haves.) ❑k No Action Required 0 Required Action Action Na 1. I 9Y I DESCPoPDON OSO CREEK CORNER SUBDIVISION SWPP NOTES (SHEET 2 OF 2) Beat Management Practices: Erosion Sedimentation Post -Construction TSS ❑R temporary *09010lin ❑% SR Fora ❑ Vegetative Filter Strips ❑ Blankets/Matting ❑X Rock Baan ❑ Retstion/nyation Systeme ❑ Mulch ❑ Triangular Me Oke ❑ Extended Detention Basin ❑ 5add'nq ❑ Sand Bag Berm ❑ Constructed Wetland. ❑ Interceptor Swale 0 Straw Bde Dike ❑ Wet Basin 0 Diversion 04, ❑ Brush Berme ❑Erosion Control Compost ❑ Wake Control Compost ❑ Erasion Control Compost ElMulchFilter Bern and Socks %❑ klatch filer Berm and Socks 0 Mulch niter Berm and Saks ❑ Compost Filter Berm and Seats ❑ Comp. Fitr Berm and Saks ❑ Compost Filer Berm one Soba ❑Vegetation Lined Ditches ❑ Stns Outlet Sediment Traps ❑ Sona Filer Systems ❑ Ss4imnt Baden 2. 3. 1f any of Na listed species are observed, cea. e work in the immediate area, do not disturb species or habitat and contort the Engineer immediately.The work may not remove active nests from bridges and a other structures during nesting se son of the abirda .tat. with the nests. If cavae r sinkholes ore ndievoved, coos'wax in the immediated a e , and contact the Engineer immediately. 2 s. 4. RELEASED FOR CONSTRUCT)Ofi Brie*. Whitmire, w.e., UK CMR ' . a oevelaprnwm Services engem. City of Cape CMW ALL SIDEWALX VINKX ABUTS NRB SHALL NOTE: DESCRIPTION Kimley>>>Horn �'=7� n.DD WC00.0. FOREST DRIVE, sam IDS wDDDUNDS nxD t, MOPE: 2.1.5-211111 BE NED AND THCIONED AS SHOWN, CONC. NOWN/SIDERAM WHICH ABUTS DOWNS. N0.. ROW ICE DE D U°4 SPALLBF TIED MD ICKMSSO< PMEMENT STRICTURE. W • S R M e ...SE SxALl IT BE 1E55 1HM 3/4' CHAMFER (BOTH WOES) a 1/2" R (REFERTo 67 GC OCT. 14S SHEET) 9' 3' 1/2' MORTAR FN. J 3' R O. aCMI. IRAIIMRSE WANING 1/2' NORMA TOM.lOO 1/2' R AFBNT ��//r/ j-- r/Y HMAC OVER LIP CONMOL JOM �, I/2' MORTAR A TOPPING 9yy� TRANSVERSE MARKING ASPHALT iYP, r \ __ _ TRMsxRSE MwKING �j�,i �BF� \ FINISH HOT MIX FLUSH / P M CUTTER 12' -Y.-- : _ _ _ >,-` � —f f` .' �•\ R"°Ee.n CONT. No a CONT.,/• xo.a CAR •_. VII NOTE- • II ND. a CON6• Anna9liE5 - _ _ PPR CHINE LAVED C • G r0 �WY� r AJ� CONTRACTOR.RM HAS ALTARS O DRILL Q EPDXY SET NLT 2'-O- J' TYPICAL 6" CURB & GUTTER DETAIL 4" CURB & GUTTER DETAIL 6" REVERSE m. CURB & GUTTER DETAIL TYPE 'A' HEADER CURB DETAIL NOT r0 SCALE NOT TO SCALE NOT TO SCALE NOT TO SOLS MM0 MSIDEWALK WHICH CONC. AEU AND M CURB SHALL BE PANMO P 4 SEN GR10004 EM x AS 0PAPPROVED E0 1 3/1C 3/4• EXP. VARIABLE PAY (LENCI4 NOTE' 1600 PREFER r0 6� GAM DETAIL NIS OVER % PION Bow FANO CMS GREENSM(M JONT PRIOR 9' HER) CMC. PUCENINT D /626 OR APPROVED FOWL EXPMSIM MT FOR M CURB CUTTER OF VALLEY CUTTER) EXTEND 4 0LIPAL ROW. A OP.40 _NO. a CMT. REBAR 1TO BAR (PIAL LENGM Or CURB) Mil I / BEAD my ERR Eu(ni /IFilif -� PliliiiiiR; JJONTDS PPED 122 IR WO a NEa' Alitkill PAVEMENT �^ CPUCE M SEALONSIDE`Of A1_I :a �.%1 T 20. (IypC t— ( 2' MORTAR // ASPNALL PER PROJECT STING GON<R[tE It A W ��.. DETNLS 1. % 3/a�••DASMOODEXPANSION 3 a / REDw000 EXPANSION CMBFOR Q WTTER I « . a REBM1 12' OC. _ BOARD, V �3/a".D IUL`AO BOMO . B E CAP SUL «�2'-0' 1 1-.J BOTTOM ..: TARO BWOMD BV siMUNG �UI.SH _ �_� Gni -I4 UO tHRWGH Inn, BOPP. FLANGE. SNP' 4.' SN -' .'% NO P PLAN SECTION A -A RME— CAP SEAL DETAIL CAP SEAL DETAIL Rias 'EE "101E ° `0M E gp NEW CONC. TO NEW CONC. NEW CONC. TO EXIST. CONC. S' VALLEY GUTTER DETAIL /a . B' DOWEL BAPS 8::<••••••• ........... NOTm u sv+c NOT TO SCALE r SCALE Ya E .`I N • r SPAONC AY M RRAINIO CURB T. USED VALLEY WYE. M CITY STREET O EY NOT TEMPORARY USE IN LOCATIOON IBWHNERLE°MI OTHER D0AAN'T6uc. OPTIONS TYPE 'B' HEADER CURB DETAIL P e 5 CONCRETE smfwALK _ Ol i° SCALE COMPACTED SWILLPAY AS SIDEWALK CONC. DDRB EXIST. AND SHALL ALLY BE USED WITH PRI W HE Cm. 40118000 �III CURB & GUTTER AND HEADER CURB NOTES. NEw camNG TOOLED EDGE (TYR) � 'A' p TYPICAL EXPANSION JOINT AT TIE -WS NEW CONCRETE / � 3�T JOINT SEALANT '''..1.77.- ,.............„... C USTRC VII \PROP. 6" COC. CURB W ; J/i REDWOOD EXPANSION \\ 0. a 00WEL5 r. LOO ME END SLEEVED ENDS CAPPED WOfWNA DRAIN CHEERED NATE - I CONCRETE CLASS 3.000 P5.. ALL STEEL CRAZE 60 h - 6o.°D° P.51. IAN. 2 TRANSVERSE CRIMES 1/e WIDE BY 1/2' DEEP SHALL BE WOE IN O r I DESCPoPTDN OSO CREEK CORNER SUBDIVISION COCC STD CURB, GUTTER AND SIDEWALK DETAILS CURB Q CUTTER BOARD TYP 3-/4 �� CONT EOMWRRARAO CURB D WIM A ro !EE SI _ p$PALING UURB EWNMf 1-/. ELEVATION BIJ1 F CURB e < p' J9•O.C� AJJSIOH JOIM 1R JG SPACED BEY /. L BARS • 1L1:: R � 2' O.0 a rH CN uN4U4 vARIEsL i e - AXa WELDED4MRE'FMRIC 2x'r CEIWL a ��; IN THE SPEC S' LL. COO.) THE PR C S LOADINGTO E . STREETSE AND BASE Q UMLP C 440 OTC 5 6' 12" ^ DRNLS SHOWN TR BOTH HE TREATED PROGRADE (B SHALLMINIMUM0 Uu) M 1.110 rvr 1050 0 THE FLEXIBLE B.SEn(0 THE PLAN 6 TYPICAL V CU E1 A GUTTTER DEW CITY STMOARD ANO SW. DE CURB AND GUTTER TIE-IN DETAIL SIDEWALK RETAINING CURB DETAIL PLAN FOR SIDEWALK SIDEWALK DRAIN .. iN MOST CASES, OVALS FOR C 000. 00116 REVERSE CURB Q GUTTER. AND D HDCURBS 41. 51 AND ARE NOT TO SCALE SIDEWALK 51.OPE : 2. WAMap1Y GRASS SLOPE: 15 4'V Y NOT TO SCALE NOT TO SCALE NOT TO SCALE C PROMO.FORTIONS.uU. SNEEDED T ADDREIS TO COYESSS PROJECT SPECIFIC NATURAL COUND x JOINT wlERUL REFER 1. 210(01MC THE 004401 SHALL 00 CORPUS CHRISTI SrMOw05. CONTRACTOR 11845 PROVIDING THE CITY PUH ACEPOCCGOOx LETTTTER, (THIS SHEET) 3/B' MK.. 1•-1 1/27 WIDE FROM THE TEXAS DEG AR ENT Of LICENSING MD RELUUnM (MR), R R. MN. L t/i PER 2• " link' \ \ \ • PROVIDE PLASTIC SLEEVE ,AERm PUTS (.Oc.) BDLRD ro POLICY AND SIM BIO , AO C UOAL BARRIERS WITH ENDS 10 580 DRILL AND SR IN EOM GROUT /a MAI M ADA (AMERICANS MTH D0ARRIDES ACT) 010005 CONCRETE M/ JAN STAINLESS STEEL NEVA CONCRETE SIDEWALK (TOWELS . 157 LONG O le D.C. COUNTERSINK KW BOLT • 9' D.C. IWPW ENT$. AS CONSTMICTED. COMPLY WM ME TEXAS PER PLM (Mx. 8' INTO ICPW CMCJ ACCESSIBILITY STANDARDS (TM) OF ME AROMECTURAL BAIRIEM I TYNUL EMT. CMC. WGEVAALK 1 ]/a' ACT ARTICLE 9101. WAS CARL STATUTES. S' SMCWNK RNNFOOEMENT 1 Ua' . M THE C.C. WAX 1/.�I( 1/' p. Al 1 AREA BEEN° ME CURB BE BACKFILLED DEW. Q SCOTT:: �2 - COAAST I Mo Lo4PKTE0H PROCHALLTOR DENWir) IN 95x sINawS SOON KCMOwCE M ME SPECIFICATIONS M SOAR M PoSSMIC ARD zW Y. AMx uA%J-, uln. SLOPE 2R aqi = -y Jy _ HOURS OF RE Of FORMS(OR SOONER IN THE OW `MECPEAVEMENT ME WUMUCNYE.121-12.2. 0 PROTECT E ` -A---,,". ` // W \` .',..'2:5v MOISTURE 0 I 1.IDEWALK NOTES' pp UAL W VARIES 11" -IM 6'linia.222ILOVI 2' OCE.W. fxPMSIM JdxR TO BE 3/4' REMOOD E%PMSIOx BMRO. a /a BPs • 6, UNLESS OTHERWISE NOTED. 2. ALL CLASS Vi, 3,000 ALL STEEL .WE M. TY . 'ENGINEER MAY AUTHOR= LESSER SLOPE INDmDIJAL LOGDM BASIS NEW TO EXISTING W A. wnmmlre. P.L. ewEA7Y SURFACE & SIDEWALK SLOPE BEHIND CURB SIDEWALK TIE-IN DETAIL De.eIONN«11E..K"YI•IWW PFI. 6000° "L (10 10E CONCRETE i0 RECEIVE BROOM FlIRSH. SECTION B -B 2. TRANSVERSE CONTRACTKY JOINTS 1/15.: MOE BY 1/2" DEEP SHALL NOT TO SCA. NOT f0 SCALE CX% w 071.4 GP.. _ .,, ': J NOT r0 $GIF BE CUB IN ALL SIDEWALKS AT 0'-0" INTERVALS (TYPICAL) C• .E„.., INTERVALS SHALL BE SPACED To with THE MOM OF THE SI°ENA.. DESCRIPTION '71** Kimley*Horn ;11: . • KPALEV-1.101. ASSOCIATES. NC. WOODLOCN FOREST COMB WEE EIM THE WOODLANDS EX TOBO PNONS: 2111475-2816 IEZ451-1 TBPE FIRM BEGISTFUTION FOES WWW.IMMLEIMIORD.COM ...., . aememe-oesouemeaget ... . ' I C A AMIE. 9 ----Y. -,••=,- Rai- ---.^ ,•". 4 4111. / • ,E.,7,7, -, .--T•0=-0=- • =Two= 11..--,...4.,••• zs ' "."."... mv..."........"- ' SF447.2- rif.:1• - " `"""1.2 r.".-"" " ..., II Alai ,tr, ,, . = :a..., , .............. ' re/4.1=Tre ra".:.:::"... b",....ve i Apt.. • V..,a7S,V.41.1 =1= =2:Ca ' Ftrl'epa'ormi".7:=1:?1. • &Tea. "...I'le="err-.7.1. ==:.' 1.r.rj.., ',MTh, liµfe .................... F.1"1.1:, 7.77. ........ . IA or.... alAN.1,111, yor -i.. — ALMIEttibt.MAREE RISK rut, a, guis ose_me_ran. ...., .... "n ,-,. 0 MUM Ilia= MUM IN= CORN: CORMS CORSI] POESY...ft fl CoN9 DEW SIANOMMJS .. ,...,..4....,A ,..A..> N•---'-11°. -;;;•"" ....... ' -4....=•..-016. .-r,. •,.xs., 5.5 i'52.5'.4.%1 ' .: .,..._ _..4„ ee• .1. ..: 7.::::17:4•=3,,*7.9:4FIr ;=0"417:11816;ertioM a. , •Pr,,- .,,,IN 11111, MATS ay-orffrioni. -.11:,:r0.--. -Mr.'. 04.,* 0 , it -...rro—rh • IT= V......V.Ara a ' 'a.' • P..-=7:."..'•.:.^...,==',...7 C..r. 24gbk . 61 ...__..,., r..--:-...-'..7- .....: 1.....,....._ .. Y0 ! -7 indatuare GALL ' irra ' 'ilE.H.4+11 AS 72 = A r le ra + Iri=, , , +'...•,L, .,,K.4. *t,...; f _Aram,- ...tra + a+ woreamona say................ ..... • . • . , ., I I DESCRIPTION OSO CREEK CORNER SUBDIVISION COCC SIDEWALK RAMP AND CROSSWALK DETAILS ... I= 2•- i li r 7 - 'NV • .1" ---4111lM. ". -- —2= -7- , ..,,...0 0.. +ROWED ;OK raTtEr=11,2274."741, .......................... <Row., - REM s===lethmummansmAtoR+ .... ,_ •• h --' Mb! -4: ,,..."----:-- 4, . * -i ? .g1 ', .,„„, r'..--..-1.',71'''". - moor fwv•••,,z54.... i 111---- g z r„ ....-- Forw...r.,ar--• Ar ”" ... ,. i L 1- r, CROSSWALK - DUN, i arM7•531 1.0...m'At--• ' 26.V.18 * raliSZAZAMP a . a' a ' 1 i --- - - -- . --1 7 eiltre..4 CUARANCF <ao. ''aiMli 0"MENTUSIV E.W.Tif.C7.n. ' L.._ i' t" • Z. %NV 4 T.. .14 ra.*M"SMNIXA. ... ----: ti ..- ‘rSTTEL 1 FOR CONSTRUCTION SHARED LAW MAIDLRC XIAR ...,,,," O ita RUCIAIENT tang., El r7.7221/4, SCALE. 11.7 S. — Si IREANENT At rs dry•loprniont gervoces engineer City ot Corpin Cnneg 0 CORNING W.1/i' BS ASS L SELF -LEVELING SSLIC�ONEEp JOINT SEAL OR CLASS 5 SEALANT DOW CORNING W ]/e- CONSULTANT'S SHEET N0. �.r fNR.f.I?^tA A"r TI T NELLVLBOSY!0 �) isaaoa yCENe'S�1 `(gp�(y�j�('+1'E` Lj,(yyE.'ir ;.''✓13203D '- 0 � DUAL BSO -SL SELF -LEVELING SILICONE EO EOG T SEN. OR E I /• RUM x 12" • tY O.C. S" CURB NOTES: ALL wMCH ABUTS SIDEWALK SHALL CURB BNALL BE ED AND MKKEN AS 01VX 6" I EXPANSION AND CONSMUCTION JOINTS OF THE S" SEPARATE CUB ANLL MATCH THOSE 0Fµ0 SIS NOT Kam_ CONCRETE , i — • • ^ ��■�'/�CONSTRUCnON /• BARS CONT ExCEEO 39 OC (MAN)SPAD NG�YENT Y RADIUS RANSVERSE GROPES 1/B" DUDE BY 1/T DEEP SHALL JDvi Nnp 10 OG (MVYUM) • -. �n • • / /;r iFAILP .� CO00 VEMEvI SEC1(0 ] WHERE u10 CURB JO xS E%STINC CURB ANO CUTTER, • • N RAn5i0 HE lASi 10 DF LNE NEW TO HATCH ME A • a G ' M SLOPE , BACNER 0.00 +1/•• • s/e• i •' i O 4p i N H l eg �� 'i ¢ o -� E o' 2 II ®- zx INN /4. MA.. PA EXPANSION a JOINTS JOINTS rsDBEw'cufte SHALL • BE REDWOO CURB SHALL • BE SEALED WITH JOINT SEALANT,INITIAL SAW CU I A' 1/16.-1/4..Q jII - • • MillL lik 1j 5 OEEHKL BEN RACTION JOS OEwAL 5 AwT05 0 I/3' ° • • INTERVALS (MAx MUM). N 04 EPDXY 10- TIED AT B" O.C. (MESE Bµ5 MUST BE PLACED AL THE LINE ME CONC. PAVEMENT IS POURED.) LONGITUDINAL OR TRANSVERSE TYPICAL 6" CURB DETAIL SAWED LONGITUDINAL JO/NT CONSTRUCTION JOINT NOT TO SONE 13 ES - ASPHALT CLASS SL5 µLEVEUxG�RMOU CLASS 5 SEALANT DON CO NG [LSF PAVEMEµuT ftEPuft SEE PLANS SµNCONE JOINT SEAL OR TACK COAT PROVED EQUAL - BSO -SL SELF-LEVE0NG AAICONE JOINT SEAL OR OVEO EOWL FINISHED ASPHALT PAVEMENT A . a • • •. L i FOAM BACKER ROD M��\'_ BAC ER ROD /i•.I• ♦ MI IIIPP.-- MICxEN EDGE -I/ e• /••' •:. 30' LONG SMOOTH DOWEL 3• GA CONCRETE IMRLL SAW CUT • • A iA BARS a 2•• O.C. ° • • IY • -• C • e REDWOOD ]JONt LOAD TMNSFER D CE • MATERIAL • • \ 13 - CONCRETE AMBIENT J NOTE' SECPER NO GSE SHALL ME THICKNESS OF 1T1 H DRAWINGS LESS THE THICKNESS OF EXISTING ADJACENT MATER, CONCRETE TO ASPHALT TRANSVERSE SAWED PAVEMENT SECTION TIE-IN DETAIL CONTRACT/ON JOINT EXPANSION JOINT ar oexwvnun OSO CREEK CORNER SUBDIVISION COCC CONCRETE PAVEMENT DETAILS NOT TO SCALE JOINT SEALANT COMPOUND NOT TO SCALE GENERAL NOTES' ME LOCATION OF JOINTS SHALL BE AS SHOWN ELSEWHERE IN THE ORAWNGS. 2. THE JOINTSHALL BE SAWED ESS OERVRSE SHOWN ON TE FSEALANT HEPIANSOIVFLONGITUDINAL UNLESSM UDIwLL AND TRANSVERSE CONSTRUCTION AVD THE TWO SAWED 3. THE TS ANLL BE CLEANED INVON M U JOINTSACCORDANCE VOE SEALANT RECOMMENDATION. PRIOTO ns CONTRACTOR SHALL SUBMIT A STATE ENT FROM BEGINNING SEAIANTGMNNIACTURER E RECOMMENDED EQUIPMENT AND wsrALUnos PROCEDURES TO BE USED. •. THE SAW CUT FOR THE LONGITUDINAL JOINT SHALL BE ONE FOURTH THE SLAB THICKNESS WHEN CRUSHED UNESTONE IS USED AS ME COARSE AGGREGATE. RELEASED FOR CONSTRUCTION Oda A. VW ronlre, P.E.. CM, CPM 04V•l01x11ent URI.w Engine•E CNy M COTTNM OMB Nana' Conatrucflon Plana NIII •.ween•. as N• WATER O/STR/BUT/ON SYSTEM GENERAL NOTES 1. PROPOSED WATER DISTRUBUTION 5957544 SHALL BE INSTALLED IN ACCORDANCE WITH CITY OF CORPUS CHRISTI WATER DIVISION 0/STR/BUDON SYSTEM STANDARDS. THE CITY RESERVES ME R/CH7 TO ACCEPT ME SYSTEM FOR OPERATION AT ANY TIME BUT THE LATE OF OFFICIAL ACCEPTANCE OF THE SYSTEM WILL BE UPON COMPLETION OF THE PROJECT AND SATISFACTORY T£5r RESULTS. J. ME EXISTING 5,5714 SHALL REMAIN /N SERVICE UNTIL THE PROPOSED SYSTEM /5 PUT INTO SERVICE THE CONTRACTOR SHALL PROTECT THE EX/STING SYSTEM UNTIL IT 15 TAKEN OUT OF 5ER,CE. x THE CONTRACTOR SHALL FURNISH ALL MATERIAL, LABOR AND EDUIPMENT REWIRED TO INSTALL THE PROPOSED 5YS7EM. 5 TESTING OF LINES (STERILIZATION AND PRESSURED) SHALL BE DONE BY INE CONTRACTOR UNDER 7HE SUPERVISION OF THE WATER DIVISION, WATER FOR FULLING ME NEW WATER LINE AND PERFORM/NG TESTS WILL BE FURNISHED TO THE CONrRACrOR BY THE CBE OF CORPUS CHI0511 THROUGH A STANDARD WATER CONSTRUCTION METER CONNECTION STANDARD WATER CONSTRUCTION MEIER AND DUCE WILL BE SUPPLIED BY THE CITY AFTER ME CONTRACTOR HAS PAID ALL APPLICABLE FEES FOR ME WATER CONSTRUCTION METER. ALL WAFER DISCHARGE MUST BE DECHLORINATED IN ACCORDANCE WTH THRCC & NPOES REGULATIONS. 6. THE CONTRACTOR SHALL RECOVER 4140 STOCK -PILE AT A LOCATION DESIGNATED BY THE WATER 00851014 INSPECTOR, ALL FIRE HYDRANTS, VALVES, AND RUNGS 114.47 ARE TAKEN OUT OF SER0CE . THE55 MATERIALS MAY BE SALVAGED BY THE CITY . HOWEVER. ALL ITEMS NOr CLAMED BY THE CITY PRIOR 70 THE FINAL INSPECTION SHALL BE DISPOSED OF BY ME CONTRACTOR ME CONTRACTOR SIAL BEAR ALL COST ASSOCM7E0 WON WA7ERUNE REPAIRS (WHICH RESULT FROM DAMAGE CAUSED BY THE CONTRACTOR) UPON COMPLETION OF PROJECTS ALL WATER LINES STALL BE FREE OF ALL PATCHES AND SPLICES 8. ALL PHYSICAL TI£5 OF THE PROPOSED SYSTEM INTO ME EXISTING WATERLINE SHALL BE RECONNECTED AND BE MADE UNDER SUPERVISION OF ME WATER 0/05/05 /N5PEC709 RIE CONTRACTOR SHALL FURNISH ALL MATERIALS AND ALL EQUIPMENT BAT IS REQUIRED TO MAKE 771-105. CITY WATER DIVISION CREWS WILL MAKE TAPS ON CITY MAINS ARRANGED THROUGH WATER DIVISION INSPECTOR (72 HOUR NOTIFICATION). 9. ALL EXISTING SERVICE CONNECTIONS REO ONTO THE EXISTING WATERLINE SIAL BE RECONNECTED BY 1145 CONTRACTOR. INCLUDING RELOCATING EXISTING WAIER METERS IF SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY 70 NOTIFY AND COORDINATE WITH ME WATER 068510N INSPECTOR SAID RECONNECTIONS / RELOCATIONS IN ADVANCE OF CONSTRUCTION TO AMID DELAYS (50 SEPARATE COSTS) 10 MINOR LENGTH OF DUCTILE IRON PPE ADJACENT 90 FITTINGS MAY BE REWIRED A5 DIRECTED BY ME WATER DIVISION INSPECTOR BASED ON CONDITIONS ENCOUNTERED IN THE FIELD. THE CONTRACTOR SHALL USE DIP. A5 DIRECTED AND SIAL BE PAD AT THE UHT' PRICE B/0 FOR 445 APPROPRIATE 5/ZE WATERLINE. A MINOR LENGTH 15 DEFINED A5 A SINGLE LOCATION REWIRING ME USE OF TWO JOINTS OR LESS. MINOR 40IUSTMENT5 /N ME LOCATIONS OF 017TING5, VALVES, FIRE HYDRANTS, ETC CAN BE ANTICIPATED. THE CONTRACTOR SHALL MAKE SAID MINOR ALJU5TMENT5 A5 DIRECTED BY THE ENGINEER ANO/0R WATER 01475/00 INSPECTOR AT NO INCREASE OF CON7RAC7 PRICE WATER DIVISION WILL BE NOTIFIED PRIOR TO ALL CHANGES 12. ALL NIPPLES 8E71YEEN FITTINGS AND VALVES ALONG MAINS SHALL BE DUCTILE 1508. IJ. ALL DUCTILE IRON PIPES. VALVES. AND FITTINGS SHALL BE WRAPPED WITH (2) M/CKNESSES OF 8 MIL. POLYETHYLENE AND SHALL BE RESTRAINED WITH 'MECALUG' MECILw/G4 JOINT RESTRAINT OR ENGINEER APPROVED EDIML Ar ALL FITTINGS. CONCRETE THRUST BLOCKS SMALL BE PLACED BEH/ND ALL FITTINGS EXCEPT WHERE LOCKING OR SWIVEL FITTINGS ARE UTILIZED, UNLESS OTHERWISE SPEC/FED BY ME WATER 0116510N ENGINEER 14. ALL OFFSETS ARE TO BE DUCTILE IRON PIPE ASSEMBLIES LOCKED r0G5THER BY RETAINER GLANDS. DUC0LE IRON BENDS SHALL BE UTILIZED FOR ANY CHANCES IN ALIGNMENT OR GRADE. 15. /F A WATER LINE I5 10 BE ABANDONE0, THE CONTRACTOR WILL FILL MTH CONTROLLED LOW STRENGTH MATERIAL, LARAFILL" BRAND OR ENGINEER APPROVED EQUAL, VALVES MILL BE REMOVED OR FILLED AS REWIRED BY WAFER 0M5/0N /NSPECTOR. 16 CONTRACTOR SHALL COORDINATE W7/1 WATER DIVISION INSPECTOR AND NOM' ALL AFFECTED CUSTOMERS 24 HOURS PRIOR r0 0/11007 OF EXIS0NG WA7ER 5Y57EM. it WATER DISTRIBUTION SYSTEM STANDARDS CALL FOR MAXIMUM 48" COVER ON WATERLINES. WHEN DEPTHS EXCEED 48" COVER TO AVOID OBSTRUCTION. THE USES OF BENDS COULD BE REQUIRED. 18. CONTACTOR SHALL KEEP ALL EXISTING VALVES ACCESSIBLE DURING ALL PHASES OF CONSTRUCTION. 19 ALL NEW WAFER MAWS SHALL BE INSTALLED 50 THAT PPE IDENTIFICATION MARKINGS ARE LOCATED ON THE TOP OF THE PIPE 20. ALL SERVICE LINES UNDER PAVEMENT- SHALL BE ONE INCH, INSIDE DIAMETER. MIN/MUM SPECIAL NOM ENGINEER SHALL CONTACT THE UTILITY DEPARTMENT FOR WATER VAULT' DESIGN 500901NARON SEPARATION OF WATER ANO WASTEWATER LINES 1. THE SEPARATION OF WATER AND WASTEWATER LINES AND ME MATERIA. USED SHALL BE IN ACCORDANCE WITH ME -RULES Q REGULATIONS FOR PUBLIC WAFER SYSTEMS" OF TEXAS NATURAL RESOURCE CONSERVArION 501.8MI55I05 AND ME CITY WATER DETAILS 2. WHENEVER WATER A' WASTEWATER LINES CROSS, ONE JOINT OF CB00 01K WATER ONE SHALL BE CENTERED OVER THE WASTEWATER LINE IN ADDI00N TO ANY REQUIREMENTS AS DICTATED BY ITEM 1 ABOVE NOTF5: CONTRACTOR MAY BE REWIRED BY THE WATER DN/5/ON INSPECTOR TO INSTALL CENTERED JOINTS OF (TEXTILE IRON PIPE Ar WATERLINE CROSSINGS OF EX/57INC HAZARDOUS PRODUCT FLOWLINES UNPA I,EO AREAS j RAVEOAREAS darr.t GOP EXCAVATION COM aacto-kt C srsHRDCIDUWH9TY (AMM 069 06981 SEE TABLE 2 - ITEM A TOPSOIL TO BE PRONGED LAW OR BETTER UM EXIST. Br AM DAM) ASRN4r OR CONCRETE PAYMENT SECTION ICEACG-SrABYMED SAND (2 MEWS CEMEN%C 1 /AV MOCTOR 0071917 (ASTM 0698) SEE MESET - Or5 WATERLINE M/N/MUMCOVER REQU/REMENTS NOT TO SCALE NOTES 1. ALL MANS IN THE STREET SHALL HAVE A Mlrv/M/M OF 36" OF COVER AND BE 12" MINIMUM BELOW SUBGRADE AT AOL POINTS AND HAW VALVE CLEARANCES /N ACCORDANCE 451H ME VALVE DETAIL. ALL TRANSMISSION MAINS (12" DIAMETER R ABOVE) IN THE STREET SHALL HAVE 48" OF COVER AT ALL POINTS. J. ALL MAINS NOT UNDER THE STREET SHALL HAVE A MINIMUM OF .16" OF COVER AT ALL POINTS. (RELEASED FOR CONSTRUCTION fieWe A. NTIpmUe, P. C., CTN. CMI Dey 0004,ln 9enkee CIpI1MM CM d Corpus CNWII WA SAND OMA, Xb' AIN FOR MES A T6" CA G. IA FOR PIPES 9 T6' OP TEP, P/PE TRENCH/NO, BEOPINGAND BICA-FILL PON WATERLINE NOT TO SCALE GENERAL NOTES FOR BACKFILL APE NOTE: (COOICRE75 PAVEMENT ONLY) CONTRACTOR HAS ANON TO USE CEMENT STABILIZED SAM OR BACKFEL WM SELECT BACKFILL WICRNL TABLE 1 BEDDING AND INITIA1 RACKFIII (BELOW PIPE TO 12' ABOVE P1111 WI E 2 FINAL BACKEII I (GREATER THAN 12' AROVE F1151 UNPAVED AREAS PAVED AREAS SI CF TIC FLLLAING OR RPPRiO DESIGN ENlGIEEAAREwT MEMS GRANULA BACKFLLL CONSISTING OF EIMER NAVAL SAND OR SANDY CRAWL OR AAIERMI PRODUCED Or CRUAINC or NATURAL STONE OR PAIR WATER LIES' I. 95 E47� 020'7 DEEP AND .RPT 94/7/7 TAWS /15E NK IAN: REWIRE... OF ASM 02487 FAR: SD CP SW SW=5• w R -A ANO N ADDITION • NG I/2" .454E - 100E PASS/6 SEW • APAX (P) P TO MAX. t IN DEEP EXGVADONS (>') d BELOW MIR TABLE. USE CRU9C0 STONE OR C.A. CRAWL AGRA GBADAIN N OF: A CONCRETE COARSE AGGREGATE: POOL ITEM .n: AAOE 2, ; 08 A FOR IA ABOVE GAPE ro ETsS EMOTE. BE APPROVED SELECT INTERN FROM THE 5X72090' OR IMPORTED MATERAL' ALL 70 RIS Ro ANY WI PS 169 RAN 2'N D/0950 LOOSE LEIS ro E FLAILED COMPACT MTERML TO 96.8 95 PROCTOR (0898) AW ro BE AMS MOSEX OF ORA. TED B 7ros04/ rO SE PROVIDED FOAL OR BETTER MAN CXIS11. AND MEd LASTING T^SOA OCPM. C0W-LILT TO NT TOPSOIL (CONS (CONSTRUCTION ro BL PERFUR91TOD 97'000/1 PTA.O TOP SOIL /00)AMC. BE PLACED d T FOR IA ABOVE PAGE IO J' BELAY Rano BASE BACIALL PAL BE SELECT MATERAL FRO( EXCAVATION OR TO BE tuVORMT ATEA. IN GSC, KL ORAL 9WL GET IHC M 9-20 NO <LUMPS 2 NATURE 0 TO A COMPACT 93X DPP SID PAMIR LOOSES UPS 0, 10" INV DER F SELECT PATERA MOAT NAvAPY DOES NOT API REOUIRE T 9500 (R BB PER 5/05 ENGINEER) IO FOR B. BROW BOTTOMDE RCM RBASE TO BOTTOM 0, 8040 AGFA SHALL BE CEMENT 07ABLISEO SANG (SII/C.1.) Alp SIAL FI MEET C FOLLOWINGIxDUMEME71rs. SS- TOO 40-1m 25-100 10-20 HP -10 (d AS PER DES.GN ) CCM0AC7 M 96X LC 0698 MOISTURE TO BE 4011/9726 TO (4/-20) OF OMAR/M. CONSULTANT'S SHEET NO. 0 2 a b 0 4- U 2 9 cc W CC Z 00 ET) SC 5 Wo cc m Uu9 0U 0 2 SHEET 53 of 75 RECORD DRAW N0. CITY PROTECT B ,n' PUMPER c”,90 1OII FIRE HLAGE cONSULrmrs SHEET NO. pf2 'Y `�... ✓,III N1.^� ILLY L a0.5W9 H •. 11 19�� Y �''CECEN6 41f" ,1f �Td` H• F•.''ST23E2023 BES: 7 0I1 9 I/1'• ro FACF CURB I. COARSES BCE SHNL CONSIST OF CMN. VO VOLUME CLAM % COARSE Saw. NM. WLUME ] CU. F. 2 I/I.. DRAM BED STALL MEND A 6• MOW DRAIN WRET. I/4•• R D SN > r/B•• h P. ALL PRE HYDRANT CLAWS SHALL BC CONKED IOCER2R By 0• INET maws....,....._..............._. r BURY UNE $HALL 'I BE ssr o OSEO ` PRE HYDRANT I1A BE BLOCKED ALMS! FIN/ SOIL AS SHOW _ %'0 IX R MATCH HD II rB yM, WISHEDV GROUND GRADE ALL IMDRANTS SHALL BE INSTALLED alma CURB B 5. MRGE NOME rA�C Rp10,O UNLESS DMERNTS£ NOTED/9" In j,— L 6" pl sn7ENa01 ROTATE B.RRELWHEN B NWTANr SHOULD NOT BE srr CLOSER BM I' TO � OBS/RUCTIONS nu(ARE IN LME MTH NOIPLE. „ C L� TO re l} * LiR o p i . P. FIRE HWR.wr swiss a5 ser ro 1ANU K'MRERY BURN LINE AT PROPOSED/EXISIMG WADE PLUS IL 1 WIMP BAR. ANO ALL DOCILE B Bp TAPS ARE ID BE MADE ON NRF NYIM ! I M EW IRON MEWS ss NIPPLES M . NKNESs OF B WL. - MLK - a GSI RW POLYETHYLENE O00 NOT BLOW WN HOLES BARRED ��� • 111111 I Q REDMrn c w05 Il I00 IT \ PAYED STREET .• MIND ` A. W SURFACE BRICK OR CONCRETE I0^PLE WOO PS/ CONCRETE COLLAR qr WX Ft7E/YS/ONDETA/L PGLL P' 2' . 6. COC8E2E BLOCK Shift BOTTOM, BC AT MC SUPPER S TIN NW RANI. �j 9+yjlQlE Nm5rIE0 GRADE �•• A /••• NOT TO SCALE DRAM. BED 'k NOTE' -, ..,7 J u WT. CF Sl9GHE400 3 • 5000 PA BO.. COLLAR I. dVG LESS mar PD WILL BE DUCTILE IRDS LOCKED ID THE YAW. P. ANYTHING MORE THAN ME SHALL REWIRE CONCRETE THRUST BLOCK BEHIND HWRALr AGAINST usosruswo SOIL. O % A 9� IYPK.M b _ ^ FM 6" 014 - r9" RISER SHALL BE DUCTILE OR RW OR PK AS BY Til. 068051 / A1ND MOW,.I n B.GK/C... M i0R B" Dl- PJ 1n. ID'0 FOR 10.014. - Pr 5/B" 4 B MM TAG RER /TYPE 1/ NOT TO SGF/RENYDRANTA$SFMBLYDETA/L SG. 6.. E PBLOCK. PGCE I' !• . 6. CONCRETE BLOCK. �I�Il l cuscsere YAL 4EBOXDETA/L VAL I/EBOXDETA/L F, 0PAYEMENI' ONATT/RAL OROUNO PCE c0 CnOV NOT TO SCALE NOT TO SC.A. IDE N ALL VALVES 51011 BE HOUSED M APPROVED MET BOXES"...."-----..›,,I? , ,I? PUMBl'�, 5L OF o 0000 SHALL P/CR NOTCH SHED raWxO GRAN _.L.. a 1 DEuAIPTI«l OSO CREEK CORNER SUBDIVISION COCC WATER DETAILS (SHEET 2 OF 4) IRNRAPD(5 MIDALiroLisrlN DOUBLE THICKNESS OF B MIL. POLYETHYLENE NOT TO SCALE S]]KEl SIDE 1-- CURB AIEg GOWER MBE CITY Or WRIST, ...� .... • ... • 6. .' erns TERN vALK BOx sxrviL ONRPILsam DRAWS IDLES1 _ Bid :6' DI OS (M..I.) DR 6' AS REWIRED PUMPC NOME 6" GAFF VALK OOC uIM IS 6� ) BEM ; ■I�I' N.FIRE HWRINr (Y.J.) �� 411E 6 -90. 0.1 SENO I MM. (S111.7SW) (wo N DRAW, \ IOTA N.M _ D. RACE P' . P' . 6. CONCRETE BLOCK, J. !f£ w/ 6" BId1NCH I r 1 vHCI! Ig ICH OR CONCRETE %V//' a/11 BBMW SwMt BE AT THB BOTTOM OF THE Hro.RwT wL�r (M✓)• • '. 1 i 1/I.. R (rm.) sroEiwL,r star os s« soup N ; CUSP rs OMINAGE BED sN! NMRE •T NOTE- .. .. .. .. ..T/1 H. 8.. ANYTHINGI. LESS THAT PO' mu BE own, IRON LOCKED so MF war.. M 5 1/I" 2. BEHHMO NYMOVE WIN AGAINSTSHBF SHALL R 00 IRE SWCONCRETE PREPN,IY LME THRUST BLOCK — — / uoDETAIL NOT TO SCALE InalainagaNIMMIN F/REHYDRANTASSEMBLYDETAIL /T7'PE2/ WATER UNE BEHIND CURB FIRE HYDRANT ASSEMBLY DETA/L (TYPE2) WA.wBrN9�gEewl NOT TO SCALE 4'MCMRNta`9 �_ .... wc LW.. ....MAww .wJ STEEL SPACER BODY NTH LOCKRF RING NM DOMING MG C SMG PPE CASING SPACERS EXa ExnrMG PPf CONSULTANT'S SHEET N0. qE r YL 809V�d27Ni .. ... 6$9600. f 31 A `C'ii t,. \•"62321123 {,y�� CC�����N. O SRO LLQ .1.IA I I I I //��/i �i •'• A. AU. CARRIER PPE IN GSM INSTALLED BY AICKING OR BORING p _ OIC` �I•I•�,' �� I.1� �q.l • •i SHALL BF WPOR MANUFACTURED BY ADVANCE rPRI)DUCTS NC OR ENGINEER AS 1` A•••A�,•,•✓ B GANG SPACERS FOR PPE INSTALLED N GSNC SHALL HAVE A SMC PIPE AND A \� REWK ONE AMI OR APPROVEDEaAM. N REMOVE am Joao- Or \ CAST POLYEDIMENEMELDED ! i % • INNER RUSTIC RUNNERS I - FUSION BONDED EPDXY GABON STEEL BODY. NEOPRENE OR PK Cf NTH O.I. la' '/ `•` EXISIMG PIPE AND RUNNER SUPPORT A .. . / I/2' NIGH r 1. NDE (IVF.) LINER. STEEL SUPPORTS AND TW. POLYETHYLENE RUNNERS 6A. REPLACE NM D.I. CASING FASTEN ON TO A4,....,..1•1 1.1 �, PIPE ,•I C. SPACERS SHALL BE 5 SECURELY SIZEDO5 D.I.P. . 11,1 DIP 10.11 0101 00 BIP. 0.0 AND NTmE G FURNISHED D WM WITH PIPE F'. RESBxC 00 NCR PIPE HEIGHARRIERT •`i`0./j' / OR SLIDING Ox ITS JOINTS DUPING ME INSTALLATION. LOCKING MAG IOCI(uF RMC I. POSITIONING Mar G OF SPACERS SHOULD ENSURE ME CARRIER• ALL BENDS TO BE BECK. ANT EDT.. Po aDrotorr, r SUPPORTED THROUGHOUT ITS LENGTH. • ALL FERRIS SHALL BE WV/WA. Or P/PE/N8U4D ETA/L 1. SPACERS AT EACH END NG R ARDNor NF R F SI •yECBNG JOINT RESTRAINT PENCE Nsuu pes POe a C G REGARDLESS a WE B BPO wATERL/NEALGIVS10 TDETA/L �NN� .(:) O T 0 ^ g a �� I° ' ^ �S �oi1 4 x i 4 `� i 0900 NOT TD SCALL MR Jp PPE OR TYPE OF SPACER USED. SCALE 00255 "As GIN A 50 PLANS AND RECOBNENDED SPECS.. OR ENGINEER5 APPROVED EQUAL NOT TO SONE AS D. FOR PIPE WM BGECWRIGL JOINTS, FLANGES OR BELL AND AND CONCRETE WATER DIVISION SPIGOT JOINTS NG SPACERS SPALL BE INSTALLED WHIN E DESIGNATED BY w INSPECTOR NOTE' FOOT ON EACH SIDE Or ME BELL OR FLANGE AND ONE IN SEF {ra UNDER CFNER NOTES CENTER OF JOINT WHEN N 20 FOOT LONG JOINTS AVE TCC u5E0 IUB SPACING FOR SPACERS IS I1 FEET. IN IC)' 1' WX. pS�ANCE_�, CARRIER PIM SEAL ENDS OF GSNC NM MANUFACTURED b 1 J 4 CASING END SEAL. SUBJECT TOENGINEERS �- APPROVAL. 1 t y rsr SPACER USING SPACER SHOULD RE SPACED A MAXIMUM OF ONE FOOT FROM EACH SIDE OF ART 1 e.ac. /NSULATOR SPACING DETAIL r =E.._ 1 F'C 1 Nor TO SCALE _e_l I� L _ — SECURE WITHAPPROPRBW SIZE Au-THREADS 14 RODS Ar BOTH ENDS OF 045970 ) ,1 01, Y. LOaPE" MAhiEEx ZCP' �) SIVE ( SPEP. N BOGS EPG. Y aµ55 ' INOSINE SMALL BE STEEL. TYP/CAL CAS/NODETA/L I, \ 1 P�Efa. 1" BRASS TUBING sil 1' pPE rot 055MKS5NML RE NOT CURVATURE (P.C.) BRIEMOS LARGER OM NEL REQUIRE APPROVAL fROM THE CITY OF CORPUS CHRISTI MUER DEPARMENT FOR ANOMER WATER TAP AND SERC` TYP/CAL VAL TNREE TO SIX WATER CONNECT/ONS AT/NTERSECT/ONS INSTALLED A THE OF INC CURB VEINSTALLAT/ON NOT TO SCALE PONT or WHENEVER POSSIBLE. NOT TO SCALE Nor ro KALE I a+ -1 ocscnivna OSO CREEK CORNER SUBDIVISION COCC WATER DETAILS (SHEET 3 OF 4) TEST RISER ASSEMBLY r BFAsssrREET ELBOW1111111-11coN °'ac ISD PSI FOro R i TEST .HOURS roa EALS I. BRAssS,REET ELBOW1 i 11" BRASS NIPPLE FOR SAMPLES 1 ir1• swiss NIPPLE FOR Saran 1' MGM ASSEMBLY qq 1' MONK --+5/e �qq/ / 1' BRASS GP j• VALVE .—%e �� 1' PLUG 1 RISER ASSEMBLY LOCATION OF WE 10. • SHALL BBF WSIOP APPROVED BY ME WATER Ja" MAX I. HYDROSIADC TEST: WATER FOR FILLING THE NEW INKIER LINE AND PERFORMING TESTS WLL BEURCOxS� TO ME CONDUCT. BY ME; I OF CORPUS CHRISTI OUCH A STANDARD _ 1" GLV. PPE .I• FOR I• BRASS TCC SERVICE POLO. WATER UCTIM METER CONNECTION. wmTEF CMSM(KDpN BETERPPA [[ BE SUPPLIED BY UCT N AFTER D 1' GLV. PIPE CONNECTION SEN FUR AP WATER CMN HERR. DIE OPUMP HE n PAID RATER SUPERINTENDENTFORME INSTALUTIOv OF GSE SHALL BE FURNISHEDEBY ME CONTRACTOR ME METER SHALL BE DIRECTLY C ME BANE OR PIPE BEING TESTED BY ME USE OF COPPER NBING OR AN APPROVED REINFORCED HOSE THE METER SHALG PROTECTED AGMxST EXTREME PRESSURES BY THE USE OFA ORE (17 INCH SAFETY RELIEF VALVE SET AT THE TEST ' PLASM 1i I1E 66ASS T' COUPLING LOTS 1 IN PIASTK PRESSURE PLUS TEN POUNDS MR SQUARE INCH AND FURNISHED BY THE no, HOURS 1 COUPLING NOTIFICATION). (� 2 BALE RIOLOGIGL TEST: CONTRACTOR SIBLLFURNISH � INSTALL RSI RISER ASSEMBLY. ■ L ISO,' BRSS NIPPLE SAMPLE PASSES CTO REMOVE TEST RISER THE WATER , BRASS ELBOW ASSEMBLIES RIIOOCIGL SIAL RRC COY SYSTEM TO EXISTING UNDER IM O= 4 AND EQUIPMENT IS REARED T TAIXECONNECTION. CONDUCTOR NU SERE & COORDINATE WMAT IT WATER DIVISION TIME OF DE IH EC r1OF ON SHEET 1' IVPE X COPPER libb 1 CAR RRING GSRET. �I"I-IIIIII 3. CONTRACTOR SHALL FURNISH AND INSTALL TAPPING SLEEVE OR RAO.5 AN0 TAPPING CATE N1/ (L NOTE' r BRASS BD- ELBOW VALVE AND VALVE BOX COMPLETE CITY00iv TO BRE TAP (72 HOURS 00500) AFTER BACTERIOLOOCAL SAMPLE PASSES CONTRACTOR WILL REMOVE R.ER ASSEMBLY 1 i CONTRACTOR WILL REMOVE RISER AND INSTALL I. BRASS MUG ON r ASSEMBLY AND INSTALL 1• BRASS WBRASS TEE AFTER SAMPLE PASSES DETA/L A DETAIL IV'. DETA/L "CAM mimeo MR CONITRUCIVII TEST RISER ASSEMBLYCONNECT/ON TEST RACER ASSEMBLY TESTA/SERASSEAHBLY NOT TO SCALE NOT 10 SCALE Nor TO SCALE AWN+. PA. M.G. s•WArw...N..Aw.. AHD RIVALLED BY CONTRACTOR PUPPIGHLD ANO NS BY GLOPPAL'RR DESCPoPIno.. Kimsey>>>Horn ' ,i`. =tr' i _r wRED.X7E.�.h�:11-. WOODLANDS. 1X 7,340 a " TIME FIRM REGISMATION F-eal .�' _ ../....LE,«wR.CCM a ?" 'you' MD BY CONTRACTOR CURB MVO CLOT SIDEWALK )'-D' YW 2• PRE - SET TAP M AN In �. r -/g" SUBDAISION V4TTYP-J ALL as/ 'W' N C.C. CURB HERE I METER BOX (BY CTIT) Sly N CURB AND CUTTEF • PROPERTY UNE l`! _ - TYPICAL PIECE SON POLVITYI-ENE NONE ON TYPE K OR 1 AS REQUIRED ) JSIJ ANGLE BRANCH (ENCLOSE METER VALVE OR VALVE ASSEMBLY WITH POLYETHYLENE) PROPERTY LW/E I I ^• \� WIER BOX BY CilY �� IHS aREA •A•• C Cu.ONE 4Y- E IROM/4" CORPORA/pN SIO' O' - IS' FRCAI HOMZONEAL 31i 4i0000mro 'w- -) ANGLE uETER PKK OR BRANCH VALVE ASSETABLY ( WITH POKHHMENE) �. \'' SADDLE-BRASS / BRONZE AS / "W"DETA/L MARKER LOCATION _I„,...\ (SECON PVC PIPE) ISI ONE PIECE SOR9 POLYETHYLENE TUBING OF 0 _BRASS I WATER 'W l” `� % `% 7108 (CONTINUOUS COPPER, 3/c -SID 10 ME/EER VALVE) O/r PRE-SETSERV/CEL/NEMARKERDETAILS A! SERI�/CEN7T/YS/DE7YAL�Y 0LR0LE rzF or, c«PDa RON s� Nor TO swE NOT TO SCALE • WATER Amor 2•• TYP/CAL CUL -OE -SAC SERV/CE LURE AND W NOT TO SCALE BERI�/CEL/NEMATER/ALS :, .. ` f, I a •, ; / I •- ,• 2• SORB POLYETHYLENE rimTYPE K lam; - METER Box (01 CITY) PROPERTY UNE (Cam FITTING X AnP) R / SERVICE CLAMPS FW V. r" r 1/3" IP. THREAD TAPS FOR 6" NAAS:: 2" IP. THREAD CLAW /AP CONNECTION MFUS/ BLOCK SHALL 6E WSULL£D ALLOWED 'FOR B" AND LARGER AIAIA'S. AOSGAN/70 BY WATER DASLW L'ORPoRASI240 ONE PIECE SORB POLYETHYLENE FLOW OR TYPE K C/0 (5, 3/4" PP I' A5 REW'F£O FROM ALAN To WTEF) ANLL£ BRANCH (ENCLOSE Y£TE'R WICK OR VALVE ASSEMBLY RTW parmol Nq MECHAmO xw,T /N /v rMRtb wFr Br COPPER COMPRESSOR WRE/ 4 J/1': r ". / HT1•'. AND 1" /S782 0(T TRW ARESTRAINTPPRO. MICE SHALL .G' /OR uNRroVfD MAL. SHALL HE USED. mTH CUAi - CORPORATION STOP REWIRED AT ALL COWL TMS. z• BRASS TEE ONE PIECE SDR4 POLYETHYLENE TUB/NG OR TYPE K COPPER - (COVTNDrrs CORPORATION STOP _ I SOB FOYERLYLETE R[WAR(D FOR ALL SERVICE LINES BE»LEN Aum TO METER - SIZES REOLLVED !/A" I'•, r r/z••. AND 2"' (NO SPDC S ALLOWED) TIMM ON EWE K • rz muss NIPPLE cows. • A • ANC/ E ME>ER / 0 0' /\ / - WS' EROAE HOF/ZWIK STOP REWIRED XT ETERS - SITES J/A" tr , - INSTALL J/A" UMESS OPECIED OTHER., - ,� ,I(� COPPER CDMPRESvox W/ CLwP INLET BY PIETER couPLAG NUT WRET. 1 BRASS 9B METER (BY OTHERS) \ (C /� SERVICE SADDLE -BRASS 5'• / BRONZE \ \ STREET ELL METER ADAPTER AND CHECK VALVE MY ()PIERS) ` J / (USF WATER WIN ON PTE PRE) AVER N AT ALL NEWTS - KE I !/a.• f r" - mSIKL J/4•• MESS OBfCIED OIMRWTSC - RANG (DRILL Y[TFR NUT XMFT By J/A •. TAKE LP. WH[T. 6" PVC WATER AurM AN TCM FOR AND TM EOR Z" ALP) NOTE ADAPTER COUP/INC (RY OTHERS) SERVICE N7TNOUTSIDEWALK AT ALL METERS - AT- tr I - F[MM£ LP. BY PVL cavort -5510N W MORE IIWI ! [Ors SHM(L BE SEATO PER LEC By I DESCRiPnCN OSO CREEK CORNER SUBDIVISION COCC WATER DETAILS (SHEET 4 OF 4) NOT TO SCALE METER BOX T2• Ia TYP/CAL CONNECTION us, SmLICTIN/Elnas NOT HAW ONE. BOXES FOR CONTRACTOR c(I• M DP)J LTER WOWS SHTER .iLW VIED SImYALN CURB AND LUTICR-, 2..NOT TO SCREE BE FURNISHED BY THE CITY BRASS FRT/NCS / `4r BRASS FITTINGS SHALL CONPLY *MT ANNA 0600-66 Am BE WARPED R POLYETHYLENE. \\ ... METER (BY CID') JII PROPERTY LINE I CORPORATION STOP BOX-`. ONE PEC) ETRE (CWT1500 -ANGLE BRANCH (ENCLOSE SORB K COPPER, FROM00,Z METER VALVE OF K ASSEMBLY I� 16704 POLYETHYLENE) POLYETHYLENE KONG OR VA -00 I" AS REWIRED MNN TO METER) PIX KTMfNE ANGLE MEIER VALVE (CWP FITTING •R � ; MnER COUnmG Nu 1 VE CONCRETE S W WITH 6O' .131. M SIM PPE BE PRIMEDS PAINTED aNT RED -REFLECTIVE OMIT �iII I' SDN / . A 0' - A5' FROM HORIZONTAL ON TYPE N COPPER .,./a / O l . SERNCE S00000 -BRASS / BRONZE CORPORATION STOP ..r,-,----. EARTH ( / (USE W PIC PIPE) . COW FTNM d° I..J WATER MNN �� fs/E.. E.'S0"° Tuenc c.E NK SERV/CEIY/TNS/DENALAC TIED TO CURB COPPER rte^ mw PSI CORO.. NOT TO SCALE C':��\: NOT` S SERE TEE NOTE. 1 THERE /S LESS HUN 21 MOAT BACK !. THE WATER DMSION WILL APPROVE ANY pm •COMP THONG • !PIT W NOT PACE BOIARO N PLACEMENT OF A SERVICE LINE INA more OF HOSE amps OF SIDEWALK TO PROPERTY LINE, /HE TEOSOfWALK SITUATION. P (2') (2') (J/6" OR I" MVROPE LINE AND UTETER BOX SHALL BE PitDY EASEATENTUCED 1' BEHIND AS REQUIRED) RLL BE REWIRED BOLLARD DETAIL INITISIMMLIMENIMMI 2 IF THERE IS MORE TNN 2' FROM BACK OF SIDEWALK ID PROPERTY LINE THE TYPICAL CONNECT/ONDETA/L NOT TO ';,:•:''''.-7'- --' AWW GI SEULL BE RACED BEHIND OERALNo o SCALE FriW.9BOx A;MWW6mAAa . .111.0.11. S.,_r N..........• r•-e• DESCAIPTION Kimley>>> Horn C 202 au.Ev.war+evo assmv.res. INC. `f *. ,.�„ , FOREST s.,Ea, TA .ME W030.14115. Tlf ITMOISPE GAM REGISTRATIOM GAMS � a ° ° MP SRC nprtaVC Q' WRER 500.. LENGTH LRArR r LIPEreq [NDS Dor AL) or LN'FrLCO A (10 IN'PMu) I /� CONC. WPRorI (n . 12' COWL BANS • rr• au .. rwR - SEE SCHEME s' coos - F REV'D r 4I L "C" 2'e DPENM; "D" I s' b BUM - Y RECD. Il M. BARS -SEE SCHEDULE BARS BARS _ i.... n���B �.0 CUM FACE M COM (W1W.jr/ii .. THROAT OPENINGS SHALL HAVE A a' % 6' CONCRETE SURgRT PLACED 5 um-THREAT yy 3 . i ,iE dI' l ,r� Ira OD. PPE . Y, Y-0• . _CM� MI= _— • NO LENGTH Of INLET SHALL BE DESIGNATED AS ME Q Q I j• NAL OPEN 1' \Hd. s• TrEL2T TTI �■■� — —I� M STANDARD LURE /FILET STEEL SCHEDULE L=O2GSC7li� ,- ALL MRS NP.. PREFTPMED VV H BARS (OMGOIOL) BUR - 2 REI M. !J HET 512E .. NE00/IEAC170 CONC. NNpN FROM M wBd O. A (Man. TEW .1, BaHS E• BNS b- HID V" b' BNS i / VONT (rm1 CONSTRUCTION XMR EJ. 2/ -r0' Y/5'-s" ./J•-2' S%'-a' Is ORs ERs RED'DN ) r coRN 5' !' � ./!'-2• 4/3 Y/6'-6' ./J'-Y' Y/!"-6' 3. BM G DINLET PL4NOFS'B00 6' ./w 400 -0' r/]'-6' °/J'-r- Y/6'-6'PLAN OF POST 3'-0' STRAIGHT /NLET • • 6' °/ 06'-0' 2/R'-6' 11/3.-2.2/11.-r NOT TO MAU SCALE NOT To SCALE 2/00/31 NOTE .. 10' 6/ 8A, O. 2/11.-e' 241'-21' _2/70•-8- 0. CONTRACTOR TO PRONOE /° • T2' COWLS 0 12. 0.0 9E2MWM 570260/T SWNOR SEE GET SEE 077 STM°II CRY STN.. STORY 'WATER RATFRE 0ROP. 60690410 ABUTS INLET. (ND Si... M0MERD s O.0. . /' r'-e' AIA mu. PPC ID - 48 MICS IMP uwgLE RING B COVER 2. FOR CURB INLET 15.11 EVERSION DEWS REFER TO STORM HAIER STANDARD OETAN SHEET J OF 5632•-D (60 BEM 24'.241 6" THICK TOP • S' TNN. CONC. APRON WM BARS ' LETTERING ® RECESSED RUSH i=11-11=1 SlC3i"—"1 012" 0C.Ew. 9 WD DEPTH COSSET 7Y BASEL/NE '16"-7r"" 16"- MNN2a3 Il l=if=11=1 CUSTOM Loco CMNER POST If-11=I1"II ,y ry - 8 �/� ®® BETS SN P.)/,,;-:=-:-----...`Is b 0����� 17, 'IAA A �, Sro• 1(((« ����� e e' BARS CONT. �� k • 'ir NALL O. 4 �B I2• we Ew.. o BOTTOM an sMSHRo sLOEYNTr RWG NIR COVER RfOb. 29 IIT I -6II� gAi- °©© I Nl '5'/3225 1, 1 1 CONTOUR BOTTOM OF INLET iI1 �II� D TOUR RPE 1Y/GREAT /J vsE IN ANr /. RE. FDor 0� L \� U WWII xl �� ` �. II WTLET pR[cnpN / av 90090/5 HOLE �_._� u �TPNaT SWOON ��• I`Wi�t•90. ��• �� ..,.. ............................ �� '•LrJ..v1 s/6• (OPTION..) oN JaxT CONSTRUCTION a.0. ar PPE FMSN MnNc O.eA06 UTERI G ,_�YAK_°• e• ncc SED PLAN VIEW GRATE BLOCK AT '• CUTTER SECT. oILL r• LLI.s C .0 S C �f1 BELT/ONB� ONWB at GOITER ErC/CC t A BOTTOM Au __ b' BARS 3/6• 'I T NOT r0 SCALE CONId.R BORW 2 ✓ 202. 2J Sro-' M x'460 rDIRIRo OVRfT RP[ Y :. 1/2' DN ALr 2-Ds m 1 DESCRIPDON OSO CREEK CORNER SUBDIVISION COCC STORM WATER DETAILS (SHEET 1 OF 3) N� ME'CIION 1 1/2• �2- 3 5/6' PUIVISSLIK OISD Mu. �- CI I . PICKSLOT DETAIL c o,— ** 1c CBNSIRLC . _ - t.,.______ 24 ,/0' Do—+1 J/.• 22• DIA re 2/e• ,DANT (OPTR.YNL) 'j\ 22 !/.• OM 23 IS/,e- ON 6' CONI. COLLAR - 2i SECT/0/44.4`(4) SONOMG LUGS M0' TO SALE GRATE SECTION RING SECTION PLAN OFSTANDARD GRATE/Amer STD. C a c 70'-0• MET LENGTH r0'-0' 7.°:;....5 Nor TO SCAIf .' OR 6' Tr.sr.aN IRR4s roue, N E EUOV. a r/2' EIOw 0155000 PVMT. I/N (M)-J/r-.. 6. Lc. MOT AAC5O. BOLTS ¢P M DNB roe C/TY STANDARD INLET AND S/DWALK / 1- LD. or THAN Ar LoLNE. MO �EIET.' .• a. 6• m. cc Ar ro• cc. AI INLET ,ij �n�aI= LM9 /au' Lc. "" `N° BE6E0 le: f2CV. SEE mM'" MANHOLER/NG COVER CAST/NO DETA/LS OPYRW MCT / O _ __ — - - NOT TO SOME P- e• ROr CCM. (Or G"—� couut ARCH, INLET AND SIDEMAN I( MANH01 F RING A COVER NOTFS mama. or MET EA J/ .. REONJOD EJ DALE RNG k COIER SHNL of EAST JORDAN MANHOLE ASSCILBIY FOR LOW RATING NON-TRAFFIC.° [10Mx.5gV .9001 (I FIRS °eC0'4S5 ) IRON mows. FILLETED AT INGLES nM SHARP AND PERFECT ARISES. (ilY�pR£RCM[ BOWER IOP M Cure 2 THESE S SHOW CIEs_TNM or TIE. RO N. CMRTANT 3. usnoc SHALL BE TRUE TO PATTERN, FORM, AND DIMMONS. FREE FROM CRACKS. SPONGINESS Nq JOINT (Mnce..) •RENtoRCEHENT FDI! 6• PDR 4"C tr c AME T [+MNSH.w Jou Y MENDEDBLOWHOLES. C a G URFACEB TO RATTLE WITH PAS mAFnC LOW c0YB M TO 6' 50000650 AT MEI O OR CRHsEO YIELD FIT WHICH wILL Nor SING 5. TRAFFIC SHALL BE RESTRICTED FROM N H FOR 36 HEARS ARER PUCEMENT M RING. NO A BW5 Ar 6. RING AND COVER SHALL BE COPED IN COAL TAR OR ASPHALT. LS • to. TSS 0x405500 E0vu5 UI .M IwvS T. OTHER CASTING PATTERNS FOR RING tr COVERS NA N PROVIDED TH SUBMITTED OTHER 9 FLOWL/NETRANB/T/ONATINLETSON PATTERN OF COVER IS THE SINE AS SMONN ON DRS CASTINGS SHALL COVERS THIS SHEET SHALLN PROPERLY.MuB[O IDR CON6TR CT ON '"E RINGS 4"OR BFMBTD. CONS AND GUTTER OTHER CASTINGOMTNLS 7200 TIONGEABLE.HE COVERSGOOFF 5 LL E ER SECT/ONGC HOT i0 SCNL 6. MINIMUM w5GHR M r6W50E0 CASnS4S-. THE COVER - 60 P00505. THE 6045 TS5 POUNDS xOT TO SONE w a669 ® L..RYrr W.YINRoma urran.er DEscmrrfl KimleL!f Hn o n ir• oars NOODLOCH FOREST DRIVE SWFTHE WOOOLMOS. 711.0 WWW L •OPENAL /5 BARS raw.) f R.C. PPE OR R.C. BM SEE PFOR SIZE MO LOCATION MP) R.C. RPE OR R.C. BOA SEE PUN FOR SIE ARO Lour. (TYP) f R.C. PP. /�j / SEE RAN 011 SIE 410 LOCATION (TMP) ,I m _ FIOFNF MAL'. - RE9+RS ri" Ar JHOPI. SYMCE r/E- PPM/LIMM. 6' YNr YR. 8' 41N c'-0' "%////////////A13_•.•1212117 /////////////. Z' OPENING I • 2' OPENING , I _ AS BTiL r PO COVER s •RN'G 0 •f �j►` ( OPEdWNG(TYP.) �� Gsr CMC. S2E MMES - 52E VMF$ Q� SIZE VMICS Q 4 .,, \� L J `J i /+ BMS • +' O (TOP SUB) C.EY • • ADgBpY1 /5 BMS OPENNG IttP.) L J r2OCE.W. LOWING I '-`/ 1 a,,,,r ./o/, I I—, IIM 12--1 .l I/RIES NOMA. OK 1 PVL W.rERSrOPor (ALN. V' -0'•)e' O.D. RPE 12' MN. O.D. RPE IY uN. PRE -CASs CONC. MANHOLE NOTE$; 0' OAR)0.0. vo OD PPE A 12• uN. A• -O• (YIN.) II II S1-6. (MAX) 8.-2' (uAA) vE SYOIMN.) CONCRETE MY COMPRESSIVE STRENGTH - NDTF' NOTE 111 HStb LOP. 5000 PSI R.C. PIPE REINFORCEMENT STEEL - fiO.000 PS OR SIZES, p AND FOR 0.C. DIRECTION, ANO REBAR LMISPLICE LENGTHS: /+-22" /5-28" /6 -JJ" SibO•RWMKNNS, REFER ut0STREET PR AWD SiORMWW� ER PLAN AND Ev LIMO MMES LES MANHOLE WNL/RISE R REINFORCED PER ASTM C-428 TER REFER NOTE: aO R.L. NES. STORM WATER e'-2" (YA%) Rq �Ip ES. ;:.VET, i�siREEr Pox D PROFILES AND MD ' 1YP. KEYWAY PLAN PLAN KEYWAY RETAIL TYPE 4' iW.ONNOLE TYPE E'AALINNOLE TYPE 1C'ILONNOLE TYPE PLAN V MANHOLE NOT TO SCALE ROT i0 SCALE NOT l0 SCALE NOT TO SCALE CITY SpNDMU FOLKS SNE ADJUSTMENT STANDARD ROADRAY MAN.LE R.. RRING 60O PSI CONCRETE ROADWAY • COVER NOT TO SCALE PERUSSBLE CONSTRUCTION Jahr 0$T20 OW a(!i4 Rat SPACNC IMP. F,NSXEO PAVEMENT CITY SWOP) ROADWAY /5 Buts 0 6" FH6NED PAVEMENT MANIOLE RING • COVER TOP • 00rio i E.•. lee ,o• o.c. rl:��11r FNrsXED PRIMP ry / ��' ��/ E.W. BP • Bm w p /. a 12.0.0. HOWL B.RB COVER BACK �• ���IS vpr. • 10• oc.! Ill �+�,! yyr Sro' /S VEIR. • ,0. O.C. r/ ' /s • e' O.C. VERT. BPS . �� 1MNIO�IWIO NIXE LII , I E.W. (I)OPEN _ RCKXOLE®� n A.e ,Y oc tl � / - �1 11 [IARx. • ,x• � TOP :, WRDLL.I OSO CREEK CORNER SUBDIVISION COCC STORM WATER DETAILS (SHEET 2 OF 3) , ,p• LEIIEe , 1 ,ro" L1 RECESSED RUSH J/+' R.Nc. BOA oR ue1 MWix <. Iv ,� VIE VARIES MW ur TSO OIIOi �F %'�/ H L 6• a BOR aR N R.C.� C. PIPE I■�■ ,/ SZE vAMES �;� corrtoLn eorTw a WNIIOLE TO WM u PIPE w/GRWi `■ � PLAN V/EW PICKSLOT DETAIL P PE W/prour ���.r� SEE RfHwY DETAIL\ + SEE KM. DETAIL `• �'//� + /S VERT. a to" o.c. �r��e �l i���— a L' A� i �5 3 1. tl I i / 00. 00 00 I� Oc „OR Z, a ,r N F--zn n/s• ou r t/A• OW ....^r/a' /+' .y IN -20 1/z' DIA--1E� DN1111•011111/111111 c' `2 2 DIA ---111i- /� 1 o ��1 i� /D•OprrE ) \,1� C-SiMU2BWO E x COMP YSR NR7H'®csiWdi !I A�➢AflL19YN'e� /S•DOWELS e 0 O.C.(M) \,11 ill (SZ E VARIES) / I. pt��l YID//�e��ti c r0 BDrtoM OF PIPER W/ GROUT nFr SEE KEYWAY DETAIL In f� o.o. PPE . Iz• MRt, SIDE DENSITYTO PROCTOR0000 (ASTM o.o. RPE u' YIN. ��I b' (YIN.) (696) FOR RECAST MANHOLES O' (000) D I/O' s/e' I ,/e' IN -22 1/z• DM -1 e'-6' (YAK) \ (SEE NOTE 12) e'-2' (YAK) b • 0. 0.0. e 2 5/+ IG �`�_7-�+� �IZ�m� N WAY 1` 1 /S e10• Oc. /s_DONEIS sir 6 5/9. OM ox' 0M COVER SECTION FRAME SECTION NOW. PIPES NOT NOES RAL PPES NOT B' a a. OPPE( 12• V5. r r 520'ONN FOR CWIITY BOP FOR CIAMIY +'-0' BRM.) e• -Y 10.00) IS • 10 0.C. EA WAY C/TYSTANDARD APOADW4YMANHOLE SECTION SECTION BEDDING COMP'K ID T Pa SECTION now. RINGS COVER CASTINGDETA/L TYPE 'B'MANNOLE TYPE 'C'MANNOLE 0,8 PRO OR OENSIr1 (As. fl E'D'Af/ANNOLE uERA Rood Nor 0699) FOR PRECAST YANHpfS SHOWN FOR CLARITY NOT TO SCAB. NOT r0 SCALE NOT TO SCALE (SEE NOTE 12) NOT r0 St... ROADWAY MANHOLE RING & COVER NOTES GENERAL NOTFS FOR CONCRFTE ORAINAGF STRNCTURFS: I. HALL BE EAST JORDAN V I16B r OTHER G5n00 PATTERNS Fpt 005 & 00,00 MAY B. 1. NL CONCRETE SHALL BE CPSS t• (J8OD PSI) EXCEPT CRY S1AN0AR0 8. THE 0001MC1OR MAY PROPOSE ALTERNATE PROCEDURES FOR THE . HIND SPLICING G REINFORCING STEEL SHALL BE PERMITTED EACEPT ASSEMBLY WAND FOR SCHOOL ZONE SHALL BE EAST JORDAN SUBMITTED FOR APPROVAL PR02011 THE RAN PATTERN G CURB INLETS AND CONCRETE COLLARS MAY BE CLASS '0•. ONSTRUCTION Or INLETS AND MANHOLES. INCLUDING PRECAST UNITS. 1 ERE 01HERWISE NOTED ON THE PIANS DR PERMITTED IN WRITING BY BOLTED -IN 1160 ASSEMBLY LOAD RATING HEAVY DUTY. COVER IS THE SAME AS SHOWN ON THIS SHEET ANO PROWLED 2. ALL REINFORCING STEEL SHALL BE GRADE 60. PUNS FOR SUCH PROPOSED ALTERNATES SHALL tBBEiS SUBMITTEDTOME 1 THE ENGINEER. ENGINEER WITHIN TFOR HE Nl1MVR OVAL BEFORE CONSTRUCTION. PRECAST z. MrsE OEwALS SHOW GREY -IRON GSTINGSE FILLETED AT ANGLES OTHER CASTINGS SHALL BE COMPLETELY INTERCHANGEABLE. I.E.. J. DIMENSIONS REPO. t0 REINFORCIN0 STEEL ARE TO CENTERS G 8ut5. SHARP 61 0 BE DESIGNED TO SUPPpei HS 20 D PERFECT ARISES. E <O+ERS Or CHIS STREET SHALL FIT PROv RLY THE GS MIN RAFFIC LOADING ANO SEALED LCENSED ENGINEER. 12. W DEEP E1(GVARONS ( 20') OR BELOW WATER CABLE. UX ptUSHED OF OTHER CASTING OETNLS ANO ME COVERS OF OTHER +. a Rn STEEL MAY BE SPLI:ED (15' . LAP) IN THE LONER SSTONNE OR CRUSHED GM; L MEETING RADATION OF CONCRETE COARSE .GTE: LGOT TEM 21; CMOE 2. S. OR . J. CASn0GG SHALL BE TRUE r0 PATTERN, FORM. AND CPENS10NS. 2ASTINGS SHALL r THE 5000 00 TH6 SH E1. E- INLET S. 9 ALL INLET WALLS SHALL BE FORMED EXCEPT WHERE THENATURETO FREE FROM CRACKS, SPONGINESS AND BLOWHOLES. s. IN MCAS ONFANCONLHICt BETWEEN REINFORCING STEEL P ES AND THE SURROUNDING MATERIAL IS SUCH IT CAN BF TRIMMED T A FINISHED CASTINGS THE COVER LBO e. MINIMUM WEIGHTS : - SMOOTH VERTICAL FACE. WHEN LET WALLS ARE LACED 10 NGT A MACHINE SURFACES TOMO TIT WHIT„ WI. NOT MTBE MTN POUNDS. E . ,60 WNDS MANHOLE E. E EINFORCEYENT SHALL BE BENE OR A0.VSlE0 i0 %G ATIO LINES DEW IONNESS SHALL NOT EXCEED IO INCHES. R6lA••D FOe caxeERucTaM ME E ALL C LOP.CLEAR M OIRELiEO BY EHGNEER. AN4GI0N CUFB NLET AT THE CONTRACT PRICE SMALL INCLUDE x E 5. TPI:TIC SHALL BE RESTRICTED FROM M N. FOR J6 HOURS 9. POLYETHYLENE MANHOLE ADJUSTMENT RINGS SNCL BE DESIGNED 8. CHAMRR ALL E%POSED EDGES J/A••. PAYMENT MVR PLACEMENT OF RING. TO SUPPpH HS 20 1R4FC OADIxC. >. PROVIDE CITY STANDAR. N0000010 MANHOLE RING AND COVER FOR CITYAWMWWAFicFM STANDARD INC WIDE CITY STANDARD RONDWAY STORY TEN 10. INVERT M TALLER SHALL 00 SLOPED t:x0 WITH GRpIT. PM ®ems~ W�W�' NCUCB 6 RING AND COVER SHALL BE DIPPED N COAL TM OR MPHNI. MANHOLE iry AND OWER FOR SPECML CURB INLET gsecvPWcrr 1Z. EXPANDABLE WATERSTOP W DESCRIPTION Kimley>>>Horn1.0 V020.0C14 FOREST CRIVE. SATE 225 THE V•000.X03. TX 77303 ROME 210,75-2314 ,,S6'‘ttH = }' TUE F-0211 g FIRM 6 I TER-091ELLHM SEALANT TRwanoN `RANS . .IDAfLONE S'-0' ST !' 7.00.1EXTENLON OWLINE MANHOLE HCOYER xC b RCPIACF EXISTING RY10 AILD COVER AS PER GIP! OF Z-/1 CPR. (. REO'0) ♦ • i CUTTER 6. CURB INLET 6. 6 OR GUTTER 'W CORPUS CHRISTI STANDARDS PMP. PAVEMENT AZ: (10' 1YPICAL) (10' KALI /5 LMS \,�, — '1 SLOPE M .. r� GRIDS I I% r.wra F� n 5I05 I Itell OUT AS 'P 10.11µ , Ex15LEAECUHB INLET TOP ucT 3000 •_ P51 -TIN-PM.� -- AERO 1RED . CON NECT (2 RENO) \/I ♦ THRNLET OAT (SIZE Of PROP. R.G. PIPE I TARO ) IIIIIIIIIII-4rt PRW. R.C. PPE • L ryWM= e•CYf: l' OC E W. (TOP SUB) _ A /, CONI. O 9' OC. . (S12E VN6E6 SEE PLANS) '• E%KTINC R.C. BOX CULVERT-. — — — PLAN ^'—•� /, DOWELS . 12. O.C. DRILL 6' INTO COST. C.C.il MOCK OUT W.I. OR CDT SID ROADWAY STORM OAD ATO EMBED M EPDXY. / STµMRO CURB INLET 8'.e' SUP THROAT SUPPORT o AttoxowTE INLET 1D' ]•-D• CATER DA RING AND COVER 1D- EXISTING tout. sHML BEROUGHENED AND viii C VARIES (SEE PL.) EXTENSOR Ste.' EXPANSION SgIME, (SHED PAVEMENT B.D. PRIOR HALL R TO I RCP (SIZE MM S) JOINT (re) /5 e fr O.C. (M.) r1� ••-1� i�ry'� il_ APPLIED 1 POUAGERING OF NEW .I I tout. (rvP.) /BIBS (iYP. N+WxD) R. 6. r r i+ 1 ` PERUSseE I CONSTRUCTION CONCRETE NOTE: DP: oEPD :GROUT C wR Es (YE PANS) CURB INLET THROAT EXTENSION PLAN n,. I JOON x pc,. Rr wRfACE To eE n La r a.c. MB (EED TrNC CLEANED INTO CORETE NOT i0 SCALE y • a 1c. O 6• ]•-0- • C..TED w/ EPon e• BONO. AGENT .0 RESHAPED BOX WALL) 1B. r/, . 6 Dc. d SELECT f1LGYALEO WT[RML— PETER i0 L5 W B KFILL COMPACTED r0 cwaP'�IIAE: DETAIL (ASTIR MDM)DcrW oExvtt I I HORN., EV. E/sNEEW GRouT�xTo mATEN /5 a 97 0.0. REMOVE AND REPLACE TOP PROP. PIPE TO EX/ST/NG VERT. BARS OF EXIST/NG CURB INLET DETA/L R,C, BOX CONNECT/ONDETA/L 1 ♦ HOT TO SSE x01 TO SCALE 8HR CWC. w`r SUPPORTFINGH I— 12- MN CO SI. JT. CONST. , O 6' O.0 / 1 PAVPC µOUCH. CLEW I A- /, O 6' O.C. Ggµ LT _ .If '^" L TT��SO CAST -IN-PLACE C TEMPORARY _ ]TIDO P51 CONCRETE ��rLf I' -A• BOVDixC AGENT OPENING /. CONCRETE FORM EOR%PA�pAAE�AW115i0P NO sEVAxrR tux _ z /� 11111111 n Bas irT PIPE io Rciwx %/// PE 6• G.C. OBE Vµ45 SEE PANS) //� �..pt► 61 16• SECTION ROTE' /] BARS '^ /\ S�`; / PE COLLAR 5 S » ERE A TIGHT: z / JOINT Not BE P.C. ES CH ASA BREAK p *01150 TPo SECT/ONA4 MANHOLE /USER o HOT TO scvE NOT TO svGE EX/.YT/NOR.C. PIPE PLO(' CONCRETE COLLAR DETAIL UNPAI?DAFIEAd PAYEOAREA9 _ UN/AYEDAREId PAVED WEEPS NOT r0 SCALE roPsa o A PRDAosD �P PER OR CONCRETE PAVEMENT TOPSOIL ro A PRODDED T%ISONCRER PAYEYE04 GENERAL NOTES FOR BACKFILL 9r I MORMON OSO CREEK CORNER SUBDIVISION COCC STORM WATER DETAILS (SHEET 3 OF 3) EOWL OR BETTER 1 EXIST. (,' WN. DEM) MU. OR BETTER THAN EX.,. (A' MIN. PERTH) I FIN �RACKFII I BEDDING AND 11AI BACKFII NO OW PIPE TO 12' AROVE PIPE) JGREATFR THAN 12• ABOVE PIPFl E CEMENT•••���--' 1!ffiiwY5: A► '� e.e/♦ ♦fie ►ee�Aeee�� �/��,•�,•� Ir ♦ ♦ e ►C•:•:•: •ecce • e e e ,Y ♦����� . ���� S - 5 SMALL EEi����TABILOU REMENT����•M•u B 5 SM. PRTOR Da4tt (ASM DON yy• ��tECT SACKFUL uA1ERUL 3 MOM IXCAW.DW COYPACIED CC 0 955 STD. PROCTOR DENSITY s¢ Raz 1 - ITEM A 5� C►�ee�4,4. •�eej \►ele�� i��eee:Y. ►. ����► fi e♦E ►fie OM e�e�♦ Aeeee.*. �e�/�e�ee� ••�yEET 1�♦ ..'r%/ .�.e�►e�9 V _BAGKRB0 T1E COMPACTED M 955 OTD. PROCTOR OExSItt (ASM DOM FROM BALYDILL COMPACTED FROM aGVAIICOyPI{TFD 0 9k SM PROCTOR DENS. (ABTu D69e # E AAF I - ITEM A T. EXGVADONS <IOFF DRP AND ABOVE AMER . USE .1u2RUL MCEMG INE fIXLONWG CpIEI.. MEERmG REOUMELEWIS OF ASM 02.87 FOR: sw � SP SM GP -CM G1Y-CY SME EXCAVATION OR IED FMATERIAL;ROOALL EO OBE n ANYELUROCKS DER CLUMPS GREATER MAN 1" m OLWCT[R: LOOSE LIFTS TO BE PLACED IO ILAA' MEET INE FOLLOW.: <JS p 820 NO CLUMPS > T DM CMOISTURE 0 OM Sa 0698 STD PROCTOR F ` AMN ' P.• `': CO MAC, MATERIAL TO ISM sly. PROC'IDR (0698) LOOSE LPT6 OF TO' Mar OR F SELECT IUIERAL FROI. CXGVAnoY OLYS NOT SELECT BAaBLL WTERMLr....� fROu aGVA COYPACTCD 95a STD. DC1W (ASM 0896)\ SEE IAAF 1 - ITEM ;• A I V VSTD. $fLEti BAL161LL w1ERHL FNpI PRC CW010TV 0955�PLASrKIry 510. PROCTOR DEHLry rzASM; D6M) SEE LAAF Z - BACKRLL) I II///I/I/ SAxO CowALLED S. PROCTOR EN[ASEUExT OxrtML BMRLFEL)O. TO 955 $rANDWD DENSItt (ASM D898) PASSING r/1- SKYE - r01a /. SKYE - JOa I.WMwfL.CbltmE mDCX M) - N. ro r0 LLAA'. 1. Ix DEEP IXGVADOxs (>M' 000 WATER XAB:f. 05 CRUSHED STONE OR CROMIED L MLTInW. GROAT. PF: N PE ANvSrtD ro f JF CV OPIruUu.TO fl IOI♦sM r0 BC MOMOCp EOM OR BETTER INAN F wI�H aCOwarM[HIS MEx v5E C[MExIOPAEBNO STAATXD SANG SCE 1 -ITEM B FOR J BCLOw BOMB, OF ROW BAY roOEITSIXT BOIIGMI CV 0000 BASE ••♦ �� 5µD ENCASEMENT (IxRML COMPACTED 0 955 5 x ,' PROCTOR ANS. (AST D595) 1° moi - V CEMENT -STABILIZED SAND BEDDmG A CONCRETE COARSE ADDRECATE: h0O1 ITEM 421: GRADE 2. 1 W .. �D T ON P (A- MM.) COMPACT rO 0000 0I SNAIL BE CMN/ s IZEO sum STROLL mar RF FOLLOWYA: % (`(` V ` (l SACKS cEME;T/<.r. OF 0ANO) LP P 10 951( STD. fCA Au LT IILTrcS: CONFLICT sat000 CEHr TOR 0 (F. II��I�� OREO xNvtt (ASM Deae) 1 FOR PPE DEERE ro M clulTiR MAN 76' USE .• acoaFnv ager I b0 0 Rw0 cRUMrKm a PASSING (CONCRETE PAVEMENT ONLY),.0 MINIMUM BEDDING UNDER PPF. 00700 2. SEPIPE R PPE DIAMETER GRGKR IrLAN 16' VSE 6" 14141111.1 REDOING UNDNOTE: OR SPL .LVA O TO SLLVACEO M BC PLACED ON r ) vo. 1002 /10 53-7053-700 100 H0 1]- 000 CONTRACTOR HAS R BAC II USE CEMENT STI7FILL 5µD OR BACKFILL WITH SELECT /200 N -10 p NO -10 BICNfILL HATEFUL. TRENCH /MCA -FILL 611.16661 7,577•777;77'7.-1-7-_•7.--• =COM � iS,ow ...Ir 2 SACKS CEMEN%C.Y. OF SROM ACT TO OK OF 069MOISTURE ro 0500000030(/-1+) or o3D.MLEr' TPENCHBACKF/LL FOR STORdf YATERP/PES FOR STORM WATER RC BOX CULVERTS P.. avres.AW I SCALE r�.�Wr....vu. _r CONSULTANTS SHEET N0. -TE f3 YAS ....4:', .. �, I pe}mexee°?= CM I A16/2023 / \ TAME I,.0.0RNOED NMI. TRENCH WWTS HP STORM TRENCH INSTALLATION DETAIL .IPEOWA "'"vg",`„�" - 111 ° M i- Oif�YRl .. NMn.nl ro�yml _ 14/24.NPCO{VEND RIGID fit � COVER FL.BL v EIdENi Iw31. {1 219.1 �� .H p4 `6` .H P� • r �`� i•. FINAL MCKFB Yfi IIQ 1 ISM 0 �� 4Q p 2 yai, _� aT ✓g ^ £ i=$ L N� $E My ^ 0Egi fqq O4 O @ cs C wd € '� pG R3 i 1. HPSOHH1 lIBEIV RAN INITVi I6' II.46-) b' Iw]2nIm1 v. SPNNOLIN EJ- BACKFLL 16 yy Q • .� HA NCN TAB. MNY[MI RECCAMENOED OWEN BASED. Ir vF1NCLE LOAOCE CCNDRIOIN9 7i�hi i ..', 1, .N BEDDING SURFACE LAVE IOAOINC CONDITION MIMIC O a_F FOR PPE MIN IRENcn WVOTN�� b FOR 12,24 PIPE wt HEAVY COlNSTRucI O.N (FST AXLE LOAD, FOUNDATION i KU& ISE=_IABLEt '°" NODI m ) I 1 ,4.0„,,„) 1. ALL P. SYSTEMS SHALL BE I STALLED N ACCORDANCE IMM ASTM@]21..TANDMID PMCTICE FOR UNDERGROUND 1 NC( e '�- nw[ mM awl 1 INSTAL. TNNWOPLASTIC PPE FOR SEWERS AND OTHER GR.. FLOW APPLICATIONS'..TEST AO... V.114.3 IN EXCESS OF ISTMAY RtWIfM ADeurg: R W.THEEXCEPTION THAT. NIT. BACKFSL MAY EXTEND TO THE CROWN OF TIE PPE. SOIL GL.S1FC1222. T.LE J MAXIMUM COVER FON AD TIPS ORM PPCA AS N PREVIOUS VERSIONS OF a La acv ARE WEST VERS. OF ASTM 0.1. CU55 N0 wTERWLS (4.414..) DEFINED ASTM Nl11 ARE MOT APPROPPNTE BACKFLL MATERIALS CLASS CUSS 21 DVSs -I .511 90% M41 96w% w� 9Ses r- =F ��'� A 1 MFASUNES SHONLD BE 1.EN TO PREVENT MM.lUOR OF NRTNG FINES INIO.001. MIEN. WHEN REWIRED. E OM COMPACT 24 21 Ax ZCIION J. BO CON AS TOA IMEUNSTABLE. IMBIIIN) oz.) 'BYn) ISAm) M�HAI (.010 0ORI (.pill AS SPECIFIED INNER ALN. TER... AND IED BY DE THEFOUNDATION SUITABLE w1ERNA01 AS 01)0E.D BY i1E ENCMEER. AS AN ALTERMIiNE AND SU INS nE!TRACHEA,MA MAMAS BE SI AMLMEU USN. AOEOI EA 1St WIe 42 NI 21 OSCSvm ISR Ot Iv,„,.q I (12OA1 44 "pp, 20 1.,, 21 Wnl(6•^0 16 22 N19m1 17 M'94) 16 N .4I� H .wF� C s .. DOM- SUIIASLE MATER. SHALL BE CLASS I. II. m.OR N. THE CONTRACTOR SHALL PRO IDE DOCUMENTATION FOM SPECFIC.l1. TO ENGINEER. COMPACTION SHALL BE SPECIFIED BY THE ENGINEER IN ACCORDANCE VA.TABLE E N6 OTm1 MASH 10 ) ISXmI (00 (61.4) 1525) (4.. MATERIAL 3 FOR THE APPLICABLE FILL HEIGHTS LISTED. WISE MOT .I5n) THICKNESS SHALL BEM (10.0 FOR 124-24.12IIKI4 .+mE DIAMETER PIPE E.(1SSOTHH OR30.80. SOanpM N. ISBOr.n) 27 111.1A1 26 RR IT re5m114..1151 NI 10 A4 PT MART 14 N./ SRL ® Rip Y PIPE. TIE 1 BENEATH THE RPE INVENT RNLL BE LOOSELY PLACED.PLEASE TE. GLASS IV H. LIMITED APTAND CAN BE DIFFICULT TO PLACE AND COMPACT. USE ONLY WITH THE APPROVAL 0F IKRIGKMI SO' (750.1 39 111..1 bnl 19 15.1 IN N.]ml 19 N0. iBm) N (4.]m) WEGFICATUIS A 50E .PERT. SF SSI 2S20 (0.)1 14 N]I�I 1011 11 0) 141YnI I]ImI I0 120. IMMXR. ...I.4 Cr., 'm'"BE 5 611404LE SUITABLE MATERIAL SHALL BE 006110 11. 11 OR N NTS PEE 20NE EXTENDING TO THE CR NE OF TINE HAL CONTRACTOR SL PROVIDE DOCUMENTAL%MF.2 MATEAIN SPECIFICATION TO ENOR.R MAIER.. 515.L COMPACTION BE SPECFED BY THE ENDNEER IN AT 11'5""."1 NI I9.1.Ta Nml Nml 11�1 M6m0 m "" 1NST.LEDAS REWIRED N A511.4 0521. LATEST EDITION. SHALL ORE AFN:AME FU HEX.. LISTED.CLASS MITE. 411- 29 wl 1 IB 10 ...'m'e NMNt m axnn Alarm u•am 4.rn.n 44a 4a4:V 4ir M row APPLICA.. AND CAN BE DIFROAT TO ACE AND COMPACT. LAOILY WITHHE APPROVAL OF A SOIL EXPERT. .12006.1414C.IM12006.1414C.moon] N./ COVEN N. IN WAFTRAFFIC APXAIK]NS IG.ASS ON LANUU...SIMA N.M.CFwP'MNR ...I GP I11.4. 29 Ie.) A. TO 1141 R.SM N'Bm) (2.240 9 12.2001 (4.24)15 (44 .) DI) aCm) 17.1 (2.7. l Hii El 4 THE TO.ADIXT.. COVER IA. BE REO RED TO PREVENT FLOTAT.4. FOP... ILL HE.. TAME OENERATEO WINO ...TO SECT.. 12, LOAD E M. MET COMPACTED IO M!%SPD ANUCIA. III COMPACTED TO 95% SPO 4 REQUIRED. RE.TAMLE FACTOR DESIGN RRFDIPRmEOXE W. THE FCLLO.MNG FOR OVELL N.IS 1.200 1) UP TONA'(12DBmml MAMMA PPE AND SP NO .nI OF A9SUb10OS �MCemai ••"1• ' 1'x50000 DUNDEE RPE, MEASURED FRaM TOP OF RPE TO BO/ TON OF ROUBLE PAVMIERT NO HYDROSTATIC FRESSJRE ORT OR TOP OF PLOD PIVEAEHTNER MHT MONT OF BOE 001. 12B9CF ... INFOBAATION SEE TECHIUCAL NOTE 204 4TOY. IMAP. N. vsponT M.. MnFJ�119n N MMLpovr ONn rF.HM Inc 4.5..... T. PP. 5.5 on 0.1..21244... to ABs ms auxp. o DENcT IR HAHRANIS AS ROARED 4.14.101.404.154442 0/0.010 UMW BIBtlWa011 B& ti )6.1...044446 " .. .,n.•n,....10...116.SOOawuR ll.1 . 601NMRaBI..MN.4.N.Fa� LI gNKrE 122251010 Icrl I 6Y 1 DESCRIPTION OSO CREEK CORNER SUBDIVISION MISCELLANEOUS STORM DETAILS RELEASED FOR CONSTRUCTION BdM A wt... P.E.. CFM. CPU De4Nop6M0I Services EIBITN*I City of Corp+• CIAO - expire S.B. an N. DESCRIPTION Kimley>»Horn iir THE =€ __WE FIRM u o 1111161111.1.211/11/1110011 ®73,3*...--.. E w creVigra.1.3D ,. "1G.. ... i •, �D f �«i. O 3 31 i.,�.., ; ,..1.4".. i _ U+.." .; .,y.........S....., 1 u ........�....... SMATION ° �' = 3t" N$*i - iii q9 " ... k N iW e % 'ni. ....... • .. ':Iy:� `� ig ;�� � g G ....., ..n.... ,. ,,..5 �...' , °•.:.: �....,.-.-, S•" ' % iC x [.r} ,r^ ......._ . ".., i .:: �.,.... s' :x:s"-^�•. ...., w:1,4 N. .... .... :.21 t mo,• ...'•. '?oS c.^�.. N=} r" .- 1 - A i s % ki I 'CI^ j. t K °:,c» —litj :... R. :k Sk 5 R kt �> •ry �> i 74 tt «."::-•:-----,. .14-4.4%. «. _E • ak•4 • A{ �A fii -T.. ra"�"' Y —a~ �—'--a ,�/� `c..s.:4-•...,.....� ...-.., w....._n,.. 1j r ' l i g O• Iii ' �wii'-� .. ..--4, .t .e. ( Ei1it -i-t .� v = ! i �� ;a �S r:$ii i8 ra i. f .1 . ���n���a�a� ; _ I'i /, t == _ 4- lit « ttc�®ai4*% . F' =11.. Nik\n AMAWs9 m _ GAMIIMMIEN11111111111C®' i 7 I2 } F ,, «,,, . .,,., .... «. 1i IA/6610f f IC* a WI NA o ` ,..y •»w ..• .•ti} `,�.�I �' 1""e.:w....mw - a 9TMIC1UML91.W °I `G\^ '� SAFETYTREATMENT T ..1°Fkh. I"' KG IX R.," q?.`K, ' .441—''''' V-kF t ••. c `\\�,• 1� n ruRE 'y x MI HAMf1 w,RY PoII IWI MAID WINOS FOR alN9•'MfE MINTS \• ,i" n -' 'I"n rw .w w+ iii uEETe-rwa = � , cM,wo - .' wait. i •L-.. r.y...3.-..._3 -• srrN. ,�,,.-_-a: re"iis9 .L. :a—=' ' - -� IrPTELL NINE EEEr1tIW SEM.. .•. '' �•" �l MUN N AA MIN. OITMI! }EE'IpN H4: /(CfIGN CC ._ . ,...........„=„...„,.,...........„=„...„,.....w ..w'4,1:4,74:113.1.1=0"' w u iµ � :.. .a .n F BY 1 DESCRIPTION OSO CREEK CORNER SUBDIVISION TXDOT STORM WATER OUTFALL DETAILS (SHEET 1 OF 2) f •e a.' r. • ., r r •.• nr. .« a ur.n.r..x«..-....n, ' .. ..r..-... - � '. .,n ....msm 91061E[ � �.. . nn ' yr ..w. r......i �t M'r:..� sEr11oR na .p -'' L: _ _....• ... . • —•••• F la.0 f S t t j „S \\ w,==,..,.. .!.OMAµ ,._..._ 19 I'. ii o- �. 1 , \ 'oLL i . ".� :`.:�.� �::, •. Tilt - e ...� N ...,..i �' :Ti:.'r zw •� ... \\ ii 1 i. "li WSW 'OVATION 1.i a •°'^ «« � - ma, _s .: z W R ER MACRA YAMS N NER lAN `� �� ':.� _ .= _ -T «. r="`.. Lam. ®T, •i V ik. '' io9 /'••••°°^�` _._ CONCRETE WINGWAA9S I_ � yJ�__: I.t I} ` �•••••••• SAFETY ENO TREATMENT WfTMF EO WINGS _l ,JAI, : � ! .INFO NNW' IM N ION CULVERTS �� �/ —X� = u. rRF CORNER WAILS - r-K -'z_ _ neussauguat INC.. NW DAM% SION.wO,NE FNK RNNNA MRN 5- I. • a • '11 afl r riI I • 4 alj PENSTON N0. DATE BY DESCRIPTION REVISION N0. are BY DESCRIPTION 12 OSO CREEK CORNER SUBDIVISION TXDOT STORM WATER OUTFALL DETAILS (SHEET 2 OF 2) CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley>»Horn 14103 WOCOLDCX GORES, PIIVI. SUM 225 TYE W0030103. TX 77930 FIPAI NAN. C �E. OM ON 133N5 S.1NV1lISN0.J UNPAVED PAVED UESCRIRRUN -. Kimley>>>Horn o3_, 10.23 Kw, EvwgRnEbGAND A55G;NEES.FC. ; R«NPG TSE SAE ES nE wo0a.409.. MK. y�'3. MAY.w a xT°N.426 4 j- ms's ,$ UNPAVED PAVED PROVIDE NEW RING. COVER AND STAINLESS I THROAT OPENING: SEE PDMS & SPECS FOR PROVIDE NEW RING, COVER AND STAINLESS THROAT OPENING: SEE PINTS & SPECS FOR STEEL (ss) 1811OW INHIBITOR REWIRED DIAMETER STEEL (S5) INFLOW INHIBITOR REQUIRED DIAMETER MANHOLE REQUIREMENTS 1 11 12' 2' 3,000 PSI CONCRETE COLLAR (PROVIDE PIPE DIAMETER MANHOLE DIAMETER HDPE RINGS FOR HEIGHT 3,000 P51 CONCRETE COLLA (PROVIDE NOPE RINGS FOR HEIDR REBOIL REINFORCEMENT 3-/1 BARS) TOPE [1e' 4' ADJUSTMENTS or MAX) MAR REINFORCEMENT 3-/4 EARS) (18' ma)' 1e'< TO [38' S' PLACE CONCRETE TO TOP OF CORBEL I PUCE CONCRETE TO 10P Of CORBELMATCH EXISTING JB'< TO 642' 6' MATCH EXISTING FF�'\r Y CONIC: 12. MIN � NAM: 3' MINRI .. ... CONIC: 12• MIN HVAC: 3• MIN IRI IRIa� 12• LIMESTONE BASE OR APPROVED APPROVED COATINGS TABLE rrirra`yr IIBIIIIII�i11C1 i,�� rr�ii i"` `rr'�T �4�•., FI�\\r`\ T` MI�IIIIIBIII `'.4 �,\\ i' Ml�inelBinNBNs BASE AUTERIAL (i.00r ITEM 2n' IIIIIBIIIIIBIIIII� r)\)\;j";?3�� TWE A, CRAPE 1-2) IN NO GSE MANUFACTURER MODEL NAPE yViiy0i0 \)`��\,U}/\ \\"` 12• LIMESTONE BASE OR ri r WALL JOINT i0 BE (( �h Dom` SINLL THE TIIK:KNESS OF THE BE LESS THAN THE JEFFCOAT JEiFCOAT 326 it yC APPROVED BASE MATERIAL � FINK TO BE �/,. ). ran SEATED QUER PREFAB (TeDOT ITEM 21 E A �"J' ` `ri y� TBASEHICKNESS iHILNNE55 OF ME EXISTING RAVEN LINING SYSTEM RIVEN 105 T STABILIZED Of iiriiri.r. ter•, ENT ST CEMEN 5 AB RUBBER CASKET GRADE 1-2 IN 140 CASE SHALL SAND SACKS Of ADJACENT RISE. SNENWIN WFLWAS DURAPLATE 5800 (1.5 (� THE THICKNESS OF THE RISE BE pp 4� CEYEMS ` PROVIDE CO /Cn , FINK BACKFIU. TO BE SIN 6T CMBpUNE PHENWNE 309 .� THE LESS THAN THE THICKNESS OF RESISTANT COATOA PER I. PER THE EXISTING ADJACENT BASE. APPROVED COATINGS A� FACTORY BONDED JOINT ALL BRINGS SHALL TABLE, OR CO...Dor D 1. �p"y"y"ypy`�/r`�rr"iii. CONIC. ADURNE ".ArrO 1 9 %STD TRO IN 6' UFTS TO 95R SID PROCTOR ROIL DENSITY COAs ALL CONCRETE SURFACES INCLUDING BENCH k WALLS. O FILL 12' r ` V,\\!� BE SIP 26 2• OWABLE RLL 12- 009 10IpN PRECAST CONCRETE SECTIONS ASTM C-478 (28 �'�i�� r ., `, �S` `r Oi�� ABOVE CONNECTION A VE C ALL FITTINGS SHALL BE SLR 26 yLL2813 `�\:\\ M SLOPE Mil= DAT COMP STIR S 4000P5 I ) ` - ROWABLE RLL WRIT SLOPE 1-/� '��� �r (BOO P51 YEN I` 1'/R. I� ori DARAILL AWRM t� i N0, a REBM DOWELS % ` 12• LONG AT 2/' O.. `� �J L{ SEE PIPE SEK DETAIL \! * (l0* P51 MIN O 28 DAYS) - SEE PIPE EM DETMI �1� YWYUN WM1 THLCKNE55• MAX. SPACING FORM CONCRETE FOUNDATION VI,.. `!` rP % J 1 PROVIDE DROP CONNECTIONS WHEN \ FLOW ENTERS 2/' FORA CONCRETE FOUNDATION. ` OR MORE ABM (MINIMUM 12' THICKNESS).4., r �. { MM 5' WALL 5'MH - 8• WALL 6'MM - )' WALL (MINIMUM 10' THICKNESS) PROVIDE CRUSHED STONE, PER I �i\/jam •, ` MANHOLE INVERT • ` TAFROMM ROT REN USHE21 R STONE. PER ; IkCl.4 ENGINEER DESIGNED BY TAROT ITEM 421 GR 2, 3 OR 4, AS REQUIRED (12' MIN) IF R�® rwB11RRR•. AS REQUIRED (12' MIN ) IF 8' 12• GROUNDWATER IS PRESENT ■En IRIma. ` 10 GROUNDWATER IS PRESENT RELEASED FOR CONSTRUCTION '= '-'� • MINNIE F ''''''''� �I COMPACT TOP 8' OF SUBGRADE TO 95% PROCTOR DENSITY AT *3* a .Zrrgg `�j`, 1 COMPACT TOP 6' OF SUBGRAOE TO . 95% PROCTOR DENSITY AT 23F 8�� •''•0000;0l i. tY OPTIMUM MOISTURE AS19 D898 r\r j \F1> CUR OPTIMUM MOISTURE A5111 0898 1 ` •\` N \\/V'``, M M4.5 BMS \\�3 \\ U1\\ e e. We A. Whitmire. P.E., CFM. CPU 0.0.40010009ankae En99Mrt H OD 42 OCEW • e' OCEW 14 00 +2' FIBERGLASS MANHOLE CONCRETE MANHOLE CIN LX Carpus CM. Imm• Cons W.corsMo�.`GM.. ilen M+�OCP U. ...P. A• NOT TO SCALE NOT TO SCALE SONOTUBE OR 7-/4 REIMS MANHO11 BOTTOM SHALL BE EQUAL TO 18' FORM EQUAL SPACING 19' iEID BEND 'U' SIPPED WITH CONCRETE r• H • MIN GROUT; SLOPED I'/FT TO OF Y.X. OF Y.N. ■ PROTECT DEPOSITION TO TOP OF UPGEST DIAMETER APE ,� ..4..1, -L�` MANHOLE WALL (FIBERGLASS I OR CONCRETE) 2, /`. ,. PROP. PPVC IPE I ' APE (TVP.) is HOLE I 6' MM. I PROVIDE RUBBER SLEEVE ejSKETPATER stop BELL OF APE � '�I I / �• • I IIPI, 1 `\ ,ryI \. HOPE AW U511ENT RNGS (18• MAX) /\4 \a,\\ ,� I BT I OESCRIPTON OSO CREEK CORNER SUBDIVISION COCC WASTEWATER DETAILS (SHEET 1 OF 4) CONCRETE PAD ASIA WASTEWATER MANHOLE • D/p• RADIUS (7YPJ 1. I 1. INSTALL SEAL IN ACCORDANCE NTH MFGS. SPECS. - 2. USE RUBBER SEAL ASSEMBLY APPROVED BY / UTILITY DEPARTMENT. (TPSMHA OR PIPECONX OR INSERT A TEE) (BOTTOM) PIPE SEAL DETAIL -' B CONCRETE OR EIBERCVSS 1MNMOLL OF FTUINILSH GRADE REINFORCED 3000 PSI \ CONCRETE PROTECTION /4 REBM CIRCULAR 1105' AT 12' 0.C. NOT TO SCALE 41 BEND N01 10 SCAB MANHOLE PROTECTION IN UNPAVED AREAS YAL o;,I, _ GENERAL WASTEWATER CONSTRUCTION NOTES: (CULTIVATED/SPECIAL) FORCE RARI 80 TO SCALE I. ME CONTRACTOR SHALL VISIT ME SITE OF 1141 WORK AND EXAMINE LOCAL CONDITIONS f� TO BE ENCOUNTERED, IMPROVEMENTS TO BE PROTECTED, AND PERMITS ANO FEES TO BE REQUIRED, KONG WITH OTHER RESEARCH THAT IS NECESSARY TO ENSURE THAT ME 1p' CONC..r XOP( (ID.ABs11OR RINGS �� aL p CONTRACTOR THOROUGHLY UNDERSTANDS THE PROJECT AND 5 FULLY AWARE OF ALL ME i i" CONDMONS AND CONSTRMNTS THAT MAY BE ENCOUNTERED DURING THE COURSE OF RESTRAINED (16• MAX.) % JOWLS (TTP) POINTS Ala V IMF/ . 2 CN BBTIN.CONTRACTOR SHALL ADHERE i0 ALL iCEO REGULATIONS PER 30 TAC CHAPTER 217AND 21 I�)Fr TRENCH 3. ME CONTRACTORETY FOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL AND MUST ADHERE i0 ME S. a ��I!"•I�I� '�/ DIS' BEND GRAVITY1.1111111A 4. ALL FIBERGLASS MANHO1AANUAL ON UNIFORM LES SHALL TBE LDENCES MONOLITHIC WITH D 0.50' MINIMUM WALL THICKNESS. EXISRN0 \ FINISH GROUND MAIN CONCRETE IF PROVIDED OR REQUIRED. FIBERGLASS 801109 SHALL BE 0E5109E0 i0 WITHSTAND GROUND � 0PArf` leaT.010.. _I SECTION NATES; 1. ALL BENDS SHALL BE DUCTILE 2. INFLUENT FORCE MAIN MUST MAIN pAp HYDROSTATIC HEAD PRESSURE UNDER ALL CONDITIONS. 5. THE MANHOLE WALL PENETRATIONS FOR PIPE (8'-15' DIAMETER PIPE) ABOVE THE USE SONOIUBE OR FLOWUNE OF THE MANHOLE SHALL BE CORED AND SEALED WITH APPROVED SEAL GASKET WATER STOP ASSEMBLY. ERRE TO COLLAR jam_ 6. FOR FIBERGLASS MANHOLES, THE MANHOLE FOUNDATION MAY BE PRECAST ON GROUND CONCRETE COLI/A SURFACE. (PROCEDURE MUST BE SUBMITTED TO THE ENGINEERING SERVICES CONSTRUCTION ENGINEER FOR APPROVAL.) IRON NTH RESTRAINED JOINTS. ). THE CONTRACTOR SHALL PROVIDE PROTECTIVE COATING ON ALL EXPOSED CONCRETE MANHOLE PROTECTION BE 140 MORE THAN 45' FROM PARALLEL WITH DOWNSTREAM FLOW DIRECTION. SURFACES, INCLUDING CORBEL MEA, MANHOLE WALLS AND MANHOLE BENCH. B. FOR FIBERGLASS MANHOLES WITH WATERTIGHT BOTTOM. ADHERE TO NI MANUFACTURER (RESIDENTIAL) DISCHARGE MANHOLE DETAIL REQUIREMENTS. FIBERGLASS BOTTOM AND BENCH MUST ALSO BE FACTORY INSTALLED. ( ) CONCRETE OR RBERHOLE HOLE IN 3000 PSI CONCRETE (PRWIDE RUM REINFORCEMENT 3UM) BARS) TYR. (MINIMUM) UNPAVED AREAS NOT TO SCALE NOT TO Scut oEscmrnoa 1 Kimley>>>Horn 1�� eam /awn..o�+„aao ass«wOFS. ...:: �..._2I. * a IUD W000l004 FOREST SW, sum .5THE WOOOLANOS. TX T/3/10 TUX FIRM REGSTRATON F SOS N ski... U PROVIDE NEW RING & COVER WITH STAINLESS STEEL (0.0.) OR ABS (RAMGUNTD) INFLOW INHIBITOR AND HDPE ADJUSTMENT RINGS 12- . 1/4 �''' Y �� ���' 1. THE CONTRACTOR SHALL FIELD -VERIFY THE EXISTING MAN11010 DIAMETER, FLOW LINE, RIM ELEVATION. NUMBER OF LATERALS, LOCATIONS. SIZES. AND OTHER INFORMATION NEEDED TO RE1BILITATE EACH MANHOLE 3,000 P51 CONCRETE LONA (PROVIDE 2. PRIOR TO INSTALLING CONTROL OF FLOW OR INITIATING MANHOLE REPAIRS, THE CONTRACTOR SHALL flEBJR REINFORCEMENT 3-/4 BARS) PUCE BARRICADES AND SIGNS TO DIVERT TRAFFIC AND PEDESTRIANS PER THE APPROVED TRAFFIC CONTROL PAW, AS 3. THE CONTRACTOR SCALLALL PREPARE THE INTERIOR OF THE EXISTING CHA CALLY 100 STRUCTURE BY IR REMOVING ALL CLEAN THE GROUT AND DEBRIS/BLOCKAGES,HIGH-PRE0*000 MECHANICALLY ROUGHEN THE ENTIRE INVERT, AND CLEAN THE INTERIOR WISH AHIGH-PRESSSRE WATER JET. BE ACCORDING 001 FOR THE DISPOSAL 15 THE RREUSLUDGE AND pEBR1S PUCE 3,000 P0I CONCRETE 4. THE CONTRACTOR D SITE, r TO 7HE TOP OF CORBEL AT HT1 APPROVER SITE,U- ALL PERTINENT WASTE DISPOSAL ROUTT REGULATIONS. SP USE QUICK - SETTING, T NON -SHRINK CONCRETE EERUT R SEAL AND RESHAPE 5. THE BOTTOM INC BOTTOM. SUBMIT010 PROPOSED MATERIALS 8 C USED TO O PRE ENGINEER APPROVAL. - 7. CRATING TO EXPOSED CONCRETE SURFACES WITH APPROVED SYSTEM TO PREVENT CORROSION. � ._� SAT \`� , I —_ — r • CEMENT STABILIZED BACKFILL ` (1.5 SACKS OF CEMENT/CY) FRP INSERT ) REMOVE TOP CORBEL OF (0151100 MANHOLE -1 O FRP 7. FRP INSERT SHALL COMPLY WITH ASTM DRS WITH SINGLE PIECE MONOLITHIC BARREL AND CORBEL CONSTRUCTION WITHOUT SEAMS. JOINTS OR SECTIONS, INCL THICKNESS SHALL PROTIDE AN MSHTO CU0 RATING MIO WALL STIFFNESS 11 PSI MIN. 8. CUTT BOTTOM Q FRP INSERT i0 FIT EVENLY ON14 BENCHES OR CHIP BENCHES OUi TO EVENLY SUPPORT INSERT. 0 9. SEAL ANNULAR SPACE MOUND EXIST LINES WITH JUTE ROPE ANO CHEMICAL GROUT. 121 (EXACT LOCA TpNS 10 BE • DETERMINED BY CONTRACTOR) MN �. _ AMIN1S ,4 1 INSIDE M.H. WALL /OUTSIDE M.H WALL �\ 6 \ PRO'n00 MANHOLE DROP ECTNN IF J . �A FVE OULKIWTIM I • STING M H WALL CONN . BRICK OR CONCRETE) .. ' 1' MIN CAREFULLY NFASURE MD USE �I 1 L �MJISA.1,6 '• 1T •., \ -i •� NOTE SAW TO CORE FOR CONNECTION OU.007.1-) 'e -i2 (MAI \ �_i , .� .'�.,• ...':,•' EXCAVATION WALL \ \ PERIMETER 11111 ' NC AROUND , / _ i — CEXISTING BRICK OR ONCRETE MANHOLE PER R• SLOPE '• F� = - •G SEE PIPE SELL DETAIL E%ISTNC PIPE VARIES UTILITY DEPARTMENT APPROVED SEAL GASKET WATER STOP ASSEMBLY PROVIDE PMA SNB PROP. (MATCH - .•' :.I� ... PVC PIPE COSTING OD) ' '•-• EXISTING PIPES CONNECTING TO REMAIN IN PLACE EXISTING BENCH r•4�` PLOWABLE FILL WITH .-X-. DARAPIL ADDITIVE '."..-X-. 1,. J _ . % OUT AT MANHOLE AS DIRECTED L 6• .: '.'.,: ...; ,';•', _.:.•' '- TO TO WW5110 ABOVE BENCH PROVIDE MESION RUBBER CO (11/ ROI OR (100 P51 MIN. 0 28 DAYS) `.. ll1IE • •�,•. �•� /NR02 ARC) OR fERNCO OR APPROVED poiY^:R EQUAL COUPLING WITH STAINLESS STEEL SMEAR RINGS REMOVE MIN LY -0 DEPTHE OF MH BENCH AND APPLY QUICK SPRING CHEMICAL GROUP (3M 561D OR APPROVED EQUAL) TO PROVIDE TIGHT SEM .A J PROPOSED FIBERGLASS - INSERT • • 1 P ` �^ 1' OUTSIDE THE EXLSTNC MM WALL OR AS REOURED J,/ EXISTING CONCRETE FOOTING TO FLOWABLE FILL REMAIN FRP INSERT REHABILITATION OF EXISTING MANHOLE FRP INSERT PIPE SEAL DETAIL 1401 TO SCALE NOT M SCALE 11/4' LETTERING (1) DIA VENT HOLE ^ (2) 1 1/2. 710500 8/000105 T.—.1 9847804E EDGE OF RING 1100DWAY NW NOL RING ANO COVER: I er I ocxmrnw OSO CREEK CORNER SUBDIVISION COCC WASTEWATER DETAILS (SHEET 2 OF 4) Ate_—ii4 T. THE CONTRACTOR SMALL PROVIDE STAINLESS STEEL (SLS.) INFLOW INHIBITOR 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 46 HOURS ATTER THE PLACEMENT OF CONCRETE, AND COLLAR SHALL PROVIDE A SUFFICIENT, CLEAR 1 /a- SPACE FOR OPENING TO ACCOMMODATE THE SPECIFIED MANHOLE COVER. INFLOW INHIBITOR_ ]. MENTO -M-,306 (LATEST REVISION) PROOF LOAD TESTING IS REWIRED (TO BE MACHINED) — (40,000 LBS) AND MUST BE INSPECTED. PRIOR TO INSTALLATION, THE \ RESULTS OF THE TEST SHALL BE SUBMITTED TO THE CITY. 4 THE MANUFACTURING FACILITIES FOR ALL PROVI0EO RING AND COVER ASSEMBLIES50,411 MEET OR EXCEED ALI EPA ENVIRONMENTAL STANOMDS /. wry, .0 COVER PLAN VIEW / 1 I AND 0500 SAFE''. STANDARDS. THE CASTINGS SHALL BE MANUFACTURED FROM RECYCLED MATERIALS. THE CONTRACTOR SHALL PROVIDE CERTIFICATION. NOT TO SCALE \ /\ / / \ ` CLEAR 01E01110 MANUFACTURER (1) MODEL NUMBER' INFLOW INHIBITOR PROVIDE CLEAR / � 1/4' DIA. NEPOPRENE OPENING PER PLANS /--IRON EAST JORDAN WOKS V-1168 CASKET / /T"." 24• U.S. FOUNDRY OV CER- /8018538 FRAME- /8022247 -�'� ��'��� , NEENAN FOUNDRY R -1930-N REQUIRED ON ALL �/ M % ; gtliiy EAST JORDAN IRON WORKS COVER- V14]0 FRAME- V1420 INSTALLATIONS PER CITY SPECIFICATIONS �/ \••� 30' (2)COVER- U.S. FOUNDRY /921004/ FMNE- //021361 PER MANUFACTURER NEENAH FOUNDRY DF -1274 PER MANUFACTURER (1) OR APPROVED EQUAL (MME IN THE USA) (2) AND NOTNNTEE INTIN EHE NDED An MANNED ENTRY. COVERS SHALL BE 24 EMMETT, (RELEASED FOR CONSTRUCTION- SECTION OF RING & COVER RING & COVER APPROVED LIST / `. An A Wru, MP10FLLOM NOT TO SAME 1 o••AN6MrANWr Wow Li+ONla06N1 aS M•�r&WM••4w•Rr EDN9MrmNrs SFEET No. C�•CEi �l WW �Alll .. I�LLYL, eOOWpR7Hl 41 19 4 ,5� L IICENo c�.'�rl tti APPROVED ARVs BAc;uiREUFH APPLICABLE PROVIDE RING 6 COVER -AIRLESS YNIUPACIYRCR YODEL MAY[ MATERIAL �PRo-nOE WRH 51 RL STEEL (55) HDPE ADJUSTMENT RINGS INFLOW INHIBITOR. A.R.I. 0-025 OR 0-025 SHORT � ,: � 1 . •� L II -TEC MODEL 988 (SS) AND 96n 31e SS ALL STOPPERS NUSf EOMI RGHT SEK VENT GNAT _ 1k)DEL RO%II (Sf. STEEL)_ SIMILAR TO PIPE JOINT .WO BE ABLE TO ` 5051196 NATURAL A VKWTC VM 4645 0R VM 19A5 ; WITHSTAND TESTING PRESSURES i. GROUND =� � mll1uuunu�RluF�iN a COYER L 1 C I9 nS $Q #7�ap �• .BBB 2 3p '.01 _ �( " �Dp� a 12 S /yL/� %' Ip RQ N� o- 2 _ �.�p� 1.1.1:21111111161111,111111, monom 3000 PS REINFORCED CONCRETE n.. TC STOPPER SEE C1EN1-OUT CEMENT STABILIZED BACKFILL (1.5 SACKS 1 COLLAR (PROVIDE REBARDETAIL 1 •'... ... y OF CCMENT/CY) Nom. REINFORCEMENT 3-I4 BARS) 1YP. 1'-0' MK OR . 0 EXCAVATE/SNORE PER OSHA PVC CAP AND STATE REQUIREMENTS 6'4 STEEL PIPE FILLED WITH CONCRETE REO'O. �It r FACTORY BONDED .61)51 MT PROMOS SIGN: 'TOR PROBLEMS T STANDARD 6". 6" PERNA-WYE PLOWABLE flu WITH DARAPILL ADDITIVE P / COICRETE CALL (361)821 -CITY (UTIUDEs NR RELEASE VALVE PERN. APPROVED ARV TABLE DEPARTMENT)' 18 AS �- ALL FIRINGS ASSOCIATED WITH AM I 5 0 MANHOLE COSTING ES Y• PROMOS 1FLOWABLE00 PS MBACA(f%L ; (t00 PSI IAN o 26 DAYS) y � BY UTILITIES DEPARTMENT SINLL BE STAINLESS STEEL GROUND 6' SCHEDULE M PIPING 0 .. _ _ - AAM 6 , = 1 TEE CONNECTOR ` �1 .� =� < . " n .� 1„ SLOPE is 12 CLEAR NIrv. 1 12 ���� ]000 PSI CONCRETE • CONCRETE ._._ :,.!.! .N.!.N.�.. USE CRUSHED STONE FOR CHAINING 50 510 5 y'-6' .25._ Tow -V, 8%i ..„, 1.'1. (UNLESS HIGH WATER TABLE) 6 SCHEDULE 40 PIPING NIT- 1,As. \ 12' Com' TXWT ITEM 421, GRADE 2, 3. OR 4 12' DRAIN HOLE BETWEEN CONCRETE SUPPORTS. ONLY INSTALL DRAIN IF 21Qff: TOP OF CONCRETE SLAB IS AT FOR BOLLARD 1.-e. LOCATION OD + 2' 24' PROMOS CONCRETE MM' FRONT VIEW 5A00LE SIDE VIEW AND QUANTITY, MANHOLE 0.0. LEAST 12• ABOVE GROUNDWATER SEE CONSTRUCTION PLANS + 2'-0' LEVEL COMPACT TOP 6' OF UBGE TO DSR DENSITY ASTM D56 8AT13% BOLLARD DETAIL DEEP CUT SERVICE CONNECTION AIR RELEASE VALVE AND MANHOLE OPTIMUM MOISTURE CONTENT NOT 10 SCALE NOT TO SCALE NOT TO SCALE RELEASED FOR CONSTRUCTION M,61111 P.l, CF6 A WN *, M,611110 DavNapment Unless - c4111CN91NCNMB Nam 010111MMIM111NNWN euwmm. NPI. ihlomIllm 4411111119Ldi. RONT-OF-WAY SERVICE CONNECTION NOTES: I 9Y I DESCRIPTOR OSO CREEK CORNER SUBDIVISION COCC WASTEWATER DETAILS (SHEET 3 OF 4) PROVIDE SERVICESIDEWALK MARKER Z 2' OR EASEMENT REMOVE/REPLACE AS REWIRED 1. CONTRACTOR TO PROVIDE SERVICE CONNECTION TAP TO THE R.O.W. UNE & CONNECT EXIST. SERVICE UNE OUTSIDE EASEMENT AS SHOWN AND REQUIRED. 1• 2. ALL SERVICE PIPE AND FITTINGS TO BE SOLVENT WELD SCH 40 PVC THREADED PLUG UNLESS SHOWN 01056 I5E IN THE PLANS. 3. FOR EXISTING MAN PIPE ANTERIAL - PVC AND/OR VCP USE UTILITY DEPARTMENT APPROVED CONNECTOR. O 4. FOR NEW PVC MAIN AND SERVICE. USE PVC WYE OR TEE A5 DIRECTED AT J/4' 7-1/2” DN. -.� �" 9 .ke V Y 9' SERVICE CONNECTION. 5. IF PIPE W SERVILE UNE. IS GREATER THAN 50'. 05E 6' PVC 0 a 11 0 7 3/4" DLA. vi PROV1DE CLEWWT LENGTH. 5CH 40 PROM CLEANOUT WYE TO THE WR UNE. WHERE REWIRED IE'r_�l NOM 3/4' PROVIDE PRONGS AS MEWED 4. -SITE ENCASE THE PIPE W/6' OF :i VV `W.F) Milliot•YE 9-3/e' - ,arissisoarAissoweraz 22 LOCATION AND sin 119ROMINNII Of""" VARIES ©�^ �PLAN CLEAN-OUT BOOT . BEND USE MISSION RUBBER CO. SEE NOTE n &ROI OR /NR02 ARC NOT TO SCALE NOT TO SCALE :TMT) COUPLING NTH STAINLESS• K90" D) STEEL SHEAR RING. OR PREFERS fERNCO 2-1 /2 MI A IN 0' -1/2 U FORVISEwER. PLACE MARKER FLUSH 21&;,...,,s1,.. �v S' �1,,,,, 6 �� CURB AS SHOWN. .. ,, ..V a , �,�_ • PROVIDE SAND �, ' ; �L ' `�• () I.1 �� L� USE 12' . In' PAVER STONES (2 EACH) EMBEOMENi 2-I/4 ' 1 2-3/a. 1 _ _ ..' f..t " v�✓1��,IA N QS WASTEWATER LWN VI/REGULAR SADDLE WYE. \ �. i , •_,.T... � x OR TEE (TIGRE GPK OR EAE) (50R 35 FOR HDPE OR 501 26 FOR PVC) 3/16• DIA 0 CURB BURT 12' (1605 OF REBNt 1.SECTION A -A SECTION B -B POLY PROTECTIVE 5512 CAP ON EACH END. NOT TO SCALL N0T 10 SCALE SERVICE CONNECTION DETAILS STANDARD SERVICE MARKER TYPICAL CAST IRON CLEAN-OUT BOOT NOT TO SCALE BRASS - ONE REQUIRED EACH STREET TAP NOT TO SCALE NOT TO SCALE DESCRIPTION Kimley>>)Horn I z e 4NOS 03 NTE OCH'F PND AssawTes. ND. YJ � . 1WOODLOwraNEST DNrvE.surE as ��>` Ln TME WOODLANDS. T% 1Tftl 775 1,40145: 2'MAE GPM11,5-2.15 S I ;{ UNPAVED PAVED ASPHALT REPAIR: 3' MIN. THICKNESS. IN NO CASE SHALL REPAIR BE COATED OR STAINLESS STEEL SPACER BODY CARRIER PIPE W�M,TN • LESS THAI THE THICKNESS OF EXISTING PAVEMENT. PROVIDE PRIME COAT (0.15 CAL. PER 5Y MIN.) CRETE REPAIR: 12' MIN. THICKNESS. IN NO CASE SHALL REPAIR BE LESS THAN THE THICKNESS OF EXISTING CONCRETE STEEL CASING PIPE WELDED STEEL OR GST POLYETHYLENE //1+ RUNNER SUPPORT 1141 IN NOT GROUT INSIDE INSIDE OF CASING 1E TOPSOIL SEE Z-BEM 0 (UNPAVED ARS) PLASTIC RUNNERS PAVEMENT. PAVEMENT EXISTING PAVEMENT POLYMER ' SEE NOTE 2 7B'�JB� 4" TO 10" CASING DETAIL Y �i., 10�� , a,.i,,,,, III i. - U v.- " `3• MIN I... ` V - 2' LIMESTONE BASE TY OR APPROVED 1 *05E MATERIAL TYPE A. GRADE GSE IN CAS NOT TO SCALE j yg} 49 45* COATED OR STAINLESS STEEL SPACER BODY CARRIER PIPE `OJ M SIIMJ.(TxDOIE LICK47' 111101 THE THICKNESS OF THE BASE BE LESS THAN THE E SS TXICKNE55 OF THE EXISTING MMCENi BASE. BIDKFI4. SHALL BE CEMENT STABILIZED SVC (15 SACKS OF CD/EWE/CT) "NOTE: STEEL CASING PIR ,( WELDED STEEL OR CAST POLYETHrtENE RUNNER SUPPORT ( II 8 ���� •\ DO NOT GROUT INSIDE OF LASING ) 500 501 PIASIIL RUNNERS SEE NOTE 2 MAGNETIC WARNING 12' ABOVE PIPE \\iS�Q �/\\d, 4Q6 GGpi\\G, SELECT NATERML FROMP001 PER CITY ORD. 0310EOARIQf III CUR AND EXGVATONS.APERMR EXCAVATION OR IMPORTED FROM CITY DEVELOPMENT SERVICES DEPARTMENT B REQUIRED FOR MATERIAL SEE TABLE 2-RFL A ALL UTILIR STREET CUTS. THE INSTALLATION Of A UTILITY THAT (PAVED ARG) CROSSES THE ROW AT A PERPENDICULAR OR NEAR PERPET411111 1 ANGLE AND HAS AN O.D. OF 510R LESS WILL NOT RE PERMOTED TO BE INSTALLED BY CUTTING THE ROAD SECTION. 12" TO 36" CASING DETAIL 1 ANY UTILITY RELATED STREET EXCAVATION/CUT SHALL INCLUDE REPAIR OF NOT ONLY THE IMPACTED TRENCH, BUT ALSO A FULL UR NOT TO SCALE 12• WAX. 31 1.1.04 DISTANCE OVERLAY/PAVEME NT REPAIR FOR PARALLEL CUTS OR 12. WOE FOR ALL 0E00946 AND INITIAL BACKFILL PERPENDICULAR CUTS ON ASPHALT STREETS, AND FULL PANEL SHALL CONSIST OF GRANULAR REPLACEMENT ON CONCRETE STREETS. A SITE SPECIFIC PAVEMENT WTEAVL SEE TABLE 1 111 BETWEEN SPACERS B' CUT AND RESTORATION PLAN THAT INDICATES THE GENERAL NATURE OF THE PAVEMENT AND ROADWAY TO BE CUT AND RESTORED, THE R� M�ILL -' EXISTING PAVEMENT SECTION (IF KNOWN), THE LOCATION AND APPROXIMATE AREA OF THE EXGVAT00110 VEMEMY REPAIR, INDUDNG THE APPROXIMATE LENGTH AND WIDTH OF THE SEE NOTE 5 , CASING SPACER SHOULD BE SPACED A MAXIMUM OF ONE TOOT EROF EACH 510E O F DONT CASING DETAIL ANYOYER EXCAVATION MUST BE W� PIPE DIA t 2 • PAVEMENT REPAIR IN RELATION TO THE ROADWAY TRAVELUNE(51 500555 IED WI.0 GRANULAR MATERIAL MUST BE INCLUDED IN THE DRAWINGS/PERMIT APPLICATION. SHOWN IN TABLE 1. TRENCH BACKFILL FOR WASTEWATER LINES AND PAVEMENT REPAIR FOR UTILITIES NOT 1D SCALE NOT TO SCALE GENERAL NOTES FOR BACKFILL IABLE 1 IABLE 2 BEDDING AND INITIAL BACKFILL FINAL BACKFIII (BELOW PIPE TO 12' ABOVE PIPF) (GREATER THAN 12" ABOVE PIPE) T I DESCNiPPON OSO CREEK CORNER SUBDIVISION COCC WASTEWATER DETAILS (SHEET 4 OF 4) UNPAVED AREAS PAVED AREAS CASING NOTES: ALL BEDDING AND INITIAL BACIOILL SHALL CONSIST OF THE FOLLOW NC OR REFER TO DESIGN ENGINEER REOUIRENERTS: GRANULAR BACKFILL CONSISTING OF EITHER NATURAL SAND OR SANITY GRAVEL OR MATERIAL PRODUCED BY CRUSHING OF NATURAL STONE OR GRAVEL: A FROM 12' ABOVE PIPE TO BOTTOM OF TOPSOIL BACKFILL SHALL BE APPROVED SELECT MATERIAL FROM THE IXCAVAT- 1OIL"'TOR IMPORTED REE Of ROCKS A FROM 12' ABOVE PIPE TO 3. BELOW BOTTOM OF ROAD B•50: BACKFILL SHALL BE SELECT MATERIAL FROM EXCAVATION OR IMPORTED MATERIAL IN EITHER CASE. ALL MATERIAL SMALL MEET THE FOLLOWING, 1. CASING DAMETER, LENGTH. LOCATION. AND WALL THICKNESS SHALL BE PER PROJECT O EXCAVATIONS 320 11. DEEP ANO ABOVE WATER TAM F USE MATERIAL DEBRIS. OR ANY CLUMPS GR- EATER THAN 2' IN DIAMETER; 0.435 PI 0-20 SPECIFIC REQUIREMENTS. (MINIMUM SCHEDULE 40) 2. ALL CARRIER PIPES IN INSTALLED CASINGS SHALL BE SUPPORTED BY BOLT-ON SME CASING SPACERS ('ADVANCED PRODUCTS' OR APPROVED EQUAL). 3. THE CONTIIACTOR SHALL PROVIDE MECHANICALLY RESTRANED JOINTS FOR FORCE MAINS ONLY ON CARRIER PIPES. 'MEGALUG' TYPE JOINT RESTRAINTS OR APPROVED 001101 SHALL BE USED. 4. CASING SPACERS SHALL BE SIZED TO SECURELY FASTEN TO THE CARRIER PIPE 0.D. ANO SHALL BE FURNISHED WITH A MINIMUM RUNNER HEIGHT TO MAINTAIN SEPARATION BETWEEN THE MAXIMUM 0.D. OF THE CARRIER PIPE AND THE CASING WALL A POSITIONING OF THE SPACERS SHALL ENSURE THAT THE CARRIER PIPE I5 ADEQUATELY SUPPORTED THROUGHOUT D5 LENGTH. B. SPACERS AT EACH END SHALL NOT BE FURTHER THAN 12' FROM THE END OF THE CASING. C. LASING SPACERS SHALL BE INSTALLED IN THE CENTER Of THE PIPE SECTION. THE MAXIMUM SPACING OF 101E CASING SPACERS SHALL BE 3 FEET. 5. THE TWO ENDS OF THE CASING PIPE SHALL BE SEALED WATERTIGHT WITH AN ADVANCED PRODUCTS SYSTEM. INC. MODEL AZ - ZIPPER. PS MODEL C END SEAL, OR ON APPROVED EQUAL. MEETING THE FOLLOWING CRITERIA MEETING REQUIREMENTS OF ASITIA 024417 FOR: 5P GP SW GW 5P-SAL CP-GM SW-SM GW-LAY AID IN ADOPTION: PASSING 1/2' SIEVE - 1005 PASSING /4 SIEVE - 305 MINIMUM PLASTICITY INDEX (R) - NP TO 10 MAX. O IN DEEP EXCAVATIONS (>20) OR BELOW WATER TABLE. USE CRUSHED STONE OR CRUSHED GRAVEL MEETING GRADATION OF: A CONCRETE COHSE AGGREGATE; TROT ITEM 421; GRADE 2, 3, OR 4. OR B. CRUSHED UYE510NE PER T*OT ITEM 421' GRADE 2. 3, OR 4 LOOSE UFR TO BE PLACED 10" VAX. COMPACT MATERIAL TO 955 SN. PROCTOR (06941). Md5T RC TO BE ADJUSTED TO X 35 OF OPTIMUM. B. TOPSOIL TO BE PROVIDED EQUAL OR BETTER THAN EXISTING: AND MATCH EXISTING TOPSOIL DEPTH. COMPACT TO EXSTING ADJACENT TOP-SOL THICKNESS. (CONSTRUC1ON TO BE PERFORMED BY 'DOUBLE DITCH' YE1110D-TOP SOIL FADED TO BE PLACED 0/1 N0 CLUMPS 0 2' DIA MOISTURE - I TO 435 COMPACT 955 *590 STD PROCTOR UFR OF 12' YA% OOR R IF F SELECT MATERIAL FROM IXGVATON DOES NOT MEET REQUIREMENTS, THEN USE CEMENT STABILIZED MND. SEE TABLE 2-ITEM B BELOW. B. FROM 3' BELOW BOTTOM OF ROAD BASE TO BOTTOM OF ROAD BASE: BACKFILL SHALL BE CEMENT STABILIZED SAID (1.5 SK/C.Y.) AND SHALL MEET DIE FOLLOWING REQUIREMENTS: SAID GRADATION: 5 PA551BG /4 55-100 110 40-100 /40 25-100 RELEASED FOR CONSTRUCTION 10 PI 00 NP io ®6MALMa9aPJM, Cl14 SPY °weapon! anion Ingmar OW 44 Corpus MIMI Nem ceAreve.Pww WN ARpn ea. on aW 1114 em,Wtlory 11•4•618 UDC 3.8.63. COMPACT TO BE AMR/SITEDTO (4/-25) TO OF 011 OF 014141. MOISTUREMOISTUREi0 OPTIMUM. CONSULTNJT'S SHEET N0. REIAARREARAREIRERSTUSEI eemtle,eeAw ewmw,.mwee.w .0.111•111•44.10 !� {\, ^��li StI .te.l6 MELLY L BOOW0RTN ';.•.••..i34•••.• . ;+yy ff �". �CNf;N�s ' 'f,d•4. I'i"tj m�m�erw..um. In. , 1' Solea Edge of Pavement 6- m Snout der mAtlt I wn -1. 50110 FOG, Line GENERAL NOTES g0A0eATL._"... L Y.IIw Llve 4• Solis r 1 Tel low l Edge LI ow- Wnita a .e ` 1. Edge)ine striping shall De es Short In *he Diens or re eirecte0 by the En01Mer. The wider In* should not be ',Weed Is[e leas anon 6 inerts lean *M edea of pavement. Ihib 6- br °i LaM LIM I ]0 10 I < Solid e e e o wni re 0 .16fOne may very due 10 pavement000rraveling or o0Mr COnditlone. Edeelinea ore not reouirea In curb ono }y O Y� = °4 ¢ "A 8"g b 'e$„� yy CL,y lQ E _ LL T6S Edge LIM AlLIC 4- Soli(' 110.1141M o d gutter sections of roo0woys. M2. It.-: / / ROaD ALLEY, PRI =rel./RC" ,n, /v whir 'M V 't!' CapeeL' lF ORI fW1Y 2. The rrovel.d coy Includes only tent portion of the ro0 .07 used for vehicular hovel. It does not Include the parking longs, Sidewalks. berme end shoulders. The leave led ways ib6 ° 'frfr3 EDGE LINE AND LANE LINES ONE-WAY ROADWAY WITH OR WITHOUT SHOULDERS TYPICAL TWO-LANE. TWO-WAY PAVEMENT MARKINGS THROUGH INTERSECTIONS MI II Oe eeoeured from 1M inside of eOgeline to 1M inside of edgeline of o two lane roadway. - MATERIAL SPECIFICATIONS EO r Pa�eRwnt Oen —� PUBLIC I ` Solis Tet ROAMAY /Cape PAVEMENT MARKERS IREFLECTORIZEDI DIAS•4200 F P ro• man. i 1 int J /// Q° EPDXY AND ADHESIVES 046-61003SD ;lb 4' White 1 ` r- Soid LIM BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS DM5-61]0 E3h 1• Solid I White J Lane Line. �_ / TRAFFIC PAINT OMS•B200• $S e (age LIM 1 ]O' I10'I o- C" LOne L. n< J HOT APPLIED THERMOPLASTIC OMS•6220 "` + ED Rk IOIS €■Nie Y b.3 Yel �e lteiJ7 e .- Solid White 6- min. -4' usual,— — — — — - � ;I �NENv nP*EFinar6kingTkWer IVE1ENT Shall mMe1 *463.0 required D.partMn.OI Material Specification. iy h .> Edge One-, 112- for avelb PURL I[ 1 - os [pest/lad by the DIOM. pr nem / eOun:1Y1 / ROAMAT Whi'al C� ``� EdpeeLine + yeti CENTERLINE AND LANE LINES ALLEY. PRIVATE ROAD 0R DRIVEWAY p bht FOUR LANE TWO-WAY ROADWAY WITH OR WITHOUT SHOULDERS TYPICAL MULTI -LANE. TWO-WAY PAVEMENT MARKINGS THROUGH INTERSECTIONS \ 1• min. \]g' wax. sTw LINES 1.0."=„ 5o0ia mite .Se .'♦ ,-Edge of Pavement 6 min. whe .lain. 12' min. 24. max. — Snou00' width exiara 1----"-....„........ nay iTYP.iI 21• 3 0 12-44 r �•--� EDGE LINE t• SDHs White �+ .1.-.F1 �g y - yell . SOiiMwnll } i0` ImlOin.- reenter live Eao• 3" Min. J' ..1 ] t0 TWH H le'1007 vv 16[V V V 6• min. ~ CENTERLINE 1• Yellw 10• / e e ItY0.1 c...Lemont Goa lo' S rb I t 1 30 1 0 1 wet Soots is colla whine nal v LIM Edge Line low LIM posited peed on road For posted toted on oda o r a oslnptnon eC Wol r er being matted r s 10 WH, prto e an /S 4PN.d OPTIONAL .• Sella lw 114 1 oescwvna OSO CREEK CORNER SUBDIVISION TXDOT PAVEMENT MARKING DETAILS (SHEET 1 OF 5) qvdrY Wtypli_.---,---- el approaches o i t ters.. lens TWO LANE TWO-WAY ROADWAY WITH OR WITHOUT SHOULDERS YIELD LINES ellflaun Requirement[ fon Wain Way Wain 1500' '10'1 Minimum Requirements 520 T0,051.0 far CM erlave[ nttnWt 020' Eagerf16 Pavement widen 16'7 W•20' Pavement E000. `. Sol la Wnita ,` White Lae L3 NOTES Edge Linc GUIDE FOR PLACEMENT OF STOP LINES. EDGE LME & CENTERLINE ...= a A� ;olid 4- 50110 Yeliw 30' 10' I. Where divided him)f700y5 ore sep030te0 by median widths I I ' Bose.] on traveled Way dna Pavement ruins Edge Line See o* the median opening itself of 30 feet or more, median Net! 2 MI Iw LIM intersections. for lnalvicea Hlaways Ip' mi L v vvvv opening. shall be si01e0 es two separate Each mealan opening Ms two ricin measurements, with one Traffic celery Opt iambi potted 6• Solid 3 t2' max. M rho nmosureMnt for each opprOoch. TM honer median width wi I I he *he Contfoiling wi0ih to determive tf signs are reouire0. AO, Dep.amentOITYnepM0100 aiVg SonaaN 9• White Extension What. Line See note ] AAAA �.Kline signs ore the typicel intersection control. Stop sigh Yield SI m ore optional as determined toy the Engineer. I One *s• min. gi S. !rain edge view Ids Trialit 2. Install median striping Udalble yellow centerlines 010 ionoiesl 50• TYPICAL STANDARD 114 to when a or greater median stop bore/yield on 0 placed.shall J� ��.I.�on I .60/yieldicenterline step ield be with PAVEMENT MARKINGS (ape Line i". siggns. trainwgl•Yal l uSe0 /• Solid Mite �/ ,J� 01.10 53070. Eaoe Live ti/ �M*I*e LOM Line a 3. Length of turn b0y0. Itis 0difg toper. tion. 0070 pm(I) -20 he Dian directe length* etgli er as 0010.* on *M pions or ds directed b0 the Engineer. ° ISI i" ____,,/-- AD .1 wm10' ., u..hu q FOUR LANE DIVIDED ROADWAY CROSSOVERS or , is i12.°,. 1.111 a Ie. 5-35 i CONSULTANT'S SHEET No EILLSEIRBILEMEOEININII ../01(41004001.0 211'"IJedO6 ff CEN ../ I tt1 P %irmrzu2D 444 Paoli REFLECTIVE RAISED PAVEMENT MARKERS MATERIAL SPECIFICATIONS FOR POSITIONING GUIDANCE PAVEMENT MARKERS IREFLECr0RIZE01 CA/S.4200l VEHICLE EPDXY AND ADHESIVES 055.6100 0 BITUMINOUS ADHESIVE F01 PAVEMENT MARKERS 055.6170 00 ..,.11 • Sae Detail B TRAFFIC PAINT 055-5200 0 LN O q _ $Qz ^" �F ^ R. y. e i� ttM- iYoii-♦-A CMtarliM� Syenar,r seal arourltl Oant•r 11rw _ APPLIED iN000ICL15NC WS-5240 bP PEI PERWMENT PREFABRICATED PAVEMENT MARKINGS DMS-5240 >t:i o O o 0 o O 50' I 40' 40' 1 40' CantinuouB t5o-003 Tart turn Ione �o7pe 11-A-A O O o O O 0 O O o ls shalt • All raSUlr•w D•porfmMvement iol Hbi.ria 0000l1!cations 1 I = b' 1 AO- , ACV ' os swiflad by tM pions. ^P 1 a : CENTERLINE FOR ALL TWO LANE ROADWAYS TYPO 1 BO IItf{ gP� 1-C ga; TYPO 1C a = O o a r� seaDe.w11 c CENTERLINE AND LANE LINES FOR TWO-WAY LEFT TURN LANE•he A A s§: II .-. 7,,,-Type a e R•tlaetor l Y•w o- Tie ° 50. ^ CJ /''Type I•C or II-C-R 500000 gy._ I l Type 1 (Top View( F€E . = o e a se �\ di es esa e o o `/ Tru 1•C a II-C-8 .i;0 6 PE CENTERLINE &LANE LINES .__ � 80'� :"so FOR FOUR LANE TWO-WAY HIGHWAYS A A SSaO.` tow 11.5.0 Ira II-0-0 I--2- r3 A� 4- -T Ref!aactor1400 P-d II'•4 4 LANE LINES FOR ONE-WAY ROADWAY (NON-FREEWAY FACILITIES) ce z.F �W A 3-4" Raised pavement markers Tyne II-C-R Anil noo. clear Type 11 01100 Vier) e 0110 I -� I-_4- 4- 4. -_L toward normo, ,roffic Ono a race toward wrong-way traffic. I BY DESCRIPTION OSO CREEK CORNER SUBDIVISION TXDOT PAVEMENT MARKING DETAILS (SHEET 2 OF 5) Tyne II-A-A I•-2- ZS° =- DETAIL -A- DETAIL -B- DETAIL -C' 0 0 0 0 O D 0 0 0 0 TI D 0 0 0 ,,,.ug. 0 0 4 D D D u D D D u u u u _n D D 0 D 0 0 D D CENTER OR EDGE LINEI. -I GENERAL NOTES SurfaceRoadway SECTION A f•-12-- I. All rols.d 50...000 workers placed In broken lines Anal, be placed In ,Int 01,00 and mIO.o, between p D D D D 0 D D (f p D D D u D D D e D e II)me 0' 70' .1 BROKEN LANE LINE stripes. RAISED PAVEMENT MARKERS REFLECTORIZED PROFILE 2. oR concrete neywrn,A 1M raised pOVMent mOrkKt should re wooed 10 5008 sob 01 0015 Iagi1Oo keI 4'100`. PATTERN DETAIL RlaMgpvOa.NFM7Mepprbtlan Seedy USING REFLECTIVE PROFILE PAVEMEN1 MARKINGS 108-' I iO0? 0mii POSITION GUIDANCE sowers USING 2 _ I" \ I` vin•.y2- ± KERS RAISED MA 4. 3i-_r1❑ CS' 6 RELECTORIZ DR PROFILE / A wick flaw aleck for the t ickness 2 ,a 7 _{ 2 t6 7•� F-- 011 bw» 1100. ala pra.o .=":,': y rgortoro to, 0 •5010 J/ awtere to mo.Ill.m height of 1 quarters. MARKINGS PM (2) -20 OPTIONAL 6- EDGE .:`1: °-:., 11 k., ' 4- EDGE LINE. CENTER LINE LINE. CENTER 110100l �� Oil LANE LINE OR LANE LINE NOTE 452 i a "•' ...S'E' kir.1 00 n 000, 5100.0 o00000000 lti Ie 6vgs wilts 100 11,36.1O 5061.0 Stmt. Of 45 0.011N less. 500 8.08 MD420 ___1 DESCRIPTON Kimley*Horn um 0200202023 REST DRIVE ss SOCIATES. 2NO: �. It �iGi�E VAa0v�x0.4. i%21310 ,v`..c 7, ME FIRM REGETRATIONe.03 4 �M IaR2EYHGRN.GGN BILE NOTES GENERAL NOTES 4. Dotted .mire Extension Line, 1. Loner WttiOn p003m500 mornings uaea where the nulpef Of tlr009n tones i .axed WDause of narrowing of the roadway r 1. Lane use d and Kraw makings shell M used wlrre through, IOMs OgYOOChing al Intersection 6fi or DacW6e of o tion of on -street doming in wgt 0 Otherwise De through law. For Texas Super 2 Passing Lanes. N • T521PLI standard sheets. NDS- {i y y.) [ •RMl00I01 Q 2. 0n divided nlgnwo> a.dltlanl 119 -IR -RIGHT LANE ENDS- become mandatory turn lane.. Lahr 0 Owl Ings *Nona M used In ani l llrY Lars 01 aWstontlal fn. Lane use orror mornings or word ono Kr kings mwY W used In other bi . 4. 1I 0 I — clan 00 N 1110 in the median a11ry4d with the 119. IR sign on ten right stow of the hlgnwdy. IMes and turn boys for emphasis. Details for Os aha arrows e s show, In the Standard Hi050004 on Designs for 15 05. 6 3. Law reduction row reallre0 for 50eeds of 45 non K (1 gb' Paved Shoulder Pavement ; fPosted I.0 D/N D/2 0/4 SpbbJ (ft) L Nil 605.0°root0 An notional dui a used,arrow� n M o00e0 t. Il 0,50 4Mm,t ie 'Iry ono tone reduction r, �1 r u^ ' 1 I00' lar reduction or 2. ,p a of arrows hoagrid cern.u M Mk Ifih a length' of Is ° V° o ((Ingle ten boy eater non 160 felt. king is 5 Edge 300'-500' p L 30 AVM 460 2 Freeways EgningMana Ione or K ne, Orn our meriting used for o turn lar, It snould -w IOCotur of �-g P14N 35 MPH S65 L•NS 4. for Ione reductions on an Signing MOII conform to ren 70001 freeway Signing MarnaOaalt. neer ten upstretw aha of the full -width turn law. e up " LAME w 40 MPH 670 60 3. raised,5.pMNmnt maker T I -C w(*0 otl u[ 3 '.OE,• MO 59-10 NER1E LETT 45 LVH 715 TYN 11-1-1 Monsen%_ 4) iso ttrn two led Mpe I -C - r0(Nd poveMrlf marker Type II -C-11 with hmes. s, flush 00 pavement Ipptlanll k9 -20L 50 MPH 665 9hroys ag rale. medlar. divided hN i`• 55 IVH 990 60 MPH 1.100 L.0S a 20' ---"" ......_. 4. dr turn nci dIngtoper. deceleration, 1001 ig� 65 LVH 1:200 -.�. 5 gtha. be on a andtenstorage dI • hewn on ten atone an stooge Ienbay aI [36 LANE REDUCTION 10 LPH 1.250 o ..... _..�._w. ,_.,........... or as mredted by fen Engineer. 'Eb. 75 MPH 1.350 TwA. A"n'r .. -8: i f�,f�� W ti . .v. _,..ciM;:.,.__... MATERIAL SPECIFICATIONS °Y 51 4I1• <Auxllla'y Lone) _ 6-16.:II PAVEMENT MARKERS IREFLECT0512E01 915.4200 1 VOriee (See geMroi note 21 `-- ---- EPDXY AND ADHESIVES 005-6100 ri'b 1L I I BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS 005-6130 �r ,� -. }, Detted e• White Lar Line 'il1 f A - I /t -ton IT0LTI lane-uae arrow powement morning TRAFFIC PAINT p5-5220 tt s h J o n - I 46' _TYw I -C /I. y aM1oultl W iw/Mtn c Rpeoe lnpnen.f M01 APPLIED iNERNOPl15TIC OMS -6120 8 _ I �f left-turn°ljust corridor. king 01ter eats Intersection or dedicated urn 00y 1° PERMANENT PREFABRICATED PAVEMENT MARKINGS 005.6240 •de bi F T --- SEE DETAIL `--.' Shits Lone Line G] I required a,l•ai et01.0 •INw1rr• in M DIOna. All pavement making mater iOls algl l meet Me s6b• -_,„,„,,. TYPICAL TRANSITION FOR TWLTL reouir•i D°0ortr°ntol Material SMclficatione by the £ .80 ,,, L `AND r.• Yet lore 4' Yellow,. \ �O1ten— DIVIDED HIGHWAY as specified plans. ��qh `4fyTD LLBrae. — ,om .. :;::;_ ._. Ilj l> SEE DETAIL A 4- Saltl. a Yellow Lily ' SEE DETAIL A y9l: .-.S `•' MIN Lar LIM 0704 11-4-4 Markers 20' : 510 ::,1::,t,.. o €' �.{� 1��4'r— Li �r 14)=1 a , a s°t e t t� I BY I DESCRIPTION OSO CREEK CORNER SUBDIVISION TXDOT PAVEMENT MARKING DETAILS (SHEET 3 OF 5) TYPICAL TWLTL AT ONE-WAY STREET AND RIGHT TURN AUXILIARY LANE _> 1 Mile ILaw 0rap1 l Dotted -A'6• %hit* Extension Varies (550 peneral note 21I Varies Line. lien. 1 20' ❑l rrtyolo I I ` • 3' 9.I //Dotted B' Mute Lone Lino lea c .1,,,-Dotted o cccggq` 6• lid ..- So White Line -' -SN roral ItYd.l :iel"”" ] SEE TAIL .B ' -T09• I -C P” Le z. .)- WdA-A c T 1- a s r 20' TYPICAL TWO-LANE HiGHWAY INTERSECTION WITH LEFT TURN BAYS u • 0 0 . . TWOO — On� e . v.1 oli LIM % ,7- .• Yellow Broken 4• Solid Ye110N-% Iti SoIld b s as r a .Llapefleent of TM portHbn Spm_.. / g§ **tee { WA TWO-WAY LEFT TURN LANES. E> t 20_,ii — Ya. 1-E ----Pi Sz :_ -� +LCL-�.1 RURAL LEFT TURN BAYS. AND LANE REDUCTION l - 99* Typical ly lane TO /a ren IMpM ar %nonage IoM ( --, _ ,r r PAVEMENT MARKINGS MINOR Too..., Ted-D.Y � 4 1 nj 4 �� l'--191 1fil` I� S , PM- e' So110-» PM(3) 20 -- - --- STREET I A end. uM DETAIL B 1 — i '— DETAIL A 5•x6 2.12 WW _ oLL CAL TWLTL AT TWO-WAY CROSS STREET AND RIGHT TURN LANE DROP TYPICAL PO 212 4x5 420 - I L:. CONSULTANT'S SHEET' Na awasa • jLVLMWBOSNOA.., ' C128H 4 4_/i } g�bMF;E -$232023 t.L'.,p .:. Ir,�"' •-•_••—•-•••1 u•••I T fere TI V 1 el 11BB Mi. Seecew T T 1 VpW IK" W.1 V.. ter Mall // I l Owe W 4) et 0" Me. SPeCen 2' yid Bae 2 Yeleh I' Sae LayWl to Berg r U .,• y, W '} ` Baa } - :• ^ Dors 2 - 2 1 U 114• R 3r i•.nlai psi. ma ' ) �---- WBen Slope CO**l JI ��—. :tell Bork AI.41 - �� O iv - 7" R - '!er Y yB )B i •i�� �.E ,�} 3 �., Calot JI I Y•41 �- 'Pwa.4to IOP of PeveMnl 2' R ITypl r - Bae T1.11 1 5.�' I I 1 L O Ig T _ g�LL \ ,2 0.4%,...., y g O e'd� \ gff�� Wn �^ p � R E R e - he Match Ani«eel Cu. - iE■■ Heiunt as snw. i �1 g Concrete Pa•en4n! j Concrete Pavement Ba U Ba U _ 444 4 Bora 21•41 molts Baa 11.41 rveerity. IW _.. 11.41 - I SECTION A-A tat `-`P2tc• 2 /. :may Mews et .rNreBY•B.Oa9 u « 21.41 molcn Ba. SECTION 8-8 v= s a-yg VIS Uwov O. boom finks to tap of pavement .nee rax•U motion woo 1 M•(0 4. OlMeee noted o1Mr.iae on IM porem•.t debt. Otnfesa ol0aei * d:«tea, p4<• con. t• .:prop o a pavement or Doke. telt O H rql ova Pavement ar Dose. a«o sed or seed. v 1,5 2- er �y it e�3yp' a � 1 Cwe11NV01 • xi' �� aBiE W8 EEN.,"- OelionolpoS. fafa R =) nark CAI.41 con rept.* B�a 21.0 of IM U«Id's pt,.. BARS Z(•4) _..F Y �g8 .0 (0'b-b Pavement -� "Pavement EatsEPOrPrTgHHo "PavementON es -"a b a3e g /2ZBa p , g1 5 i. a t o t� l� e CwD y Embed CA1•41 as into co«ret• •0D o T a elCtaa C1 poly m•Mt IM vegan nl. of pMS ct'..1 '.. aM MD• ".fb. Iwe's tire<liom Id inktae:q Me epoxied o«na oak. MATERIAL NOTESI Provide Crone 60 renldc ASTM 109 . a pnla.•men• of. O0Ciff p ASTM 9J al t p«:y mov +�+ iwI•a Cwe •d Baa to one Baa T. Epoxy coal r•intarcen•nl it pavement By DESCRIPTION OSO CREEK CORNER SUBDIVISION TXDOT PAVEMENT MARKING DETAILS (SHEET 4 OF 5) MEDIAN 0 1111111111111k 21.8 Bot U I.41 • Snap. to Ilt nom rainfac•m.nt I. req.:.to De epoxy coot..B ora l 1. ,e-18' ears A•DESIGNER NOTES= 1 .1 Novi. n wiorH Mr MEDIAN 3 Clear il McOan 4op• oe.iae toraau. WIDTH a�■■/ l. ,no4....111.SHEET lOF 1 two 011111111111111111111CC ■■■■■■ * Teras DepartmentDepartmentd Transportation Z MWm parry 1 ....■ < Curb 'OMEN.. e& �!■'� Ewe MEDIAN NOSE DETAILS O O Piece Br Z Epoxy Anchor. at V Br U •ermr.1.1.1 HOU-MEDNS-22 ',Pavement Eay ®�-.p w eco I«r Tenor Ie. Io- REiNFORCINGat Fit ,Aac „ w r :.xx �xee 1 ...e PLM! DESCRIPTION Kimler»Horn -t• g Sa'A ll g 0 MN KNALEY.MORN AND ASSOCIATES. MC. :-: WO WOODLOCM �D M"NBs.,iWANV.INIALEV.1.10RN.COM c:,ti 11116111111 GENERAL NOTES 0 Zi 7--) 1. Longitudinal crosswalk lines should not be placed in the wheel ionp 130.5,vehicle!,tshoulder 110.5 (ithe f presenrswalk Ma an travel loose, 2. A minimum 6' clew distance a1*011 be provided to the curb fore. rr5S. 5Z99Shoulder 'E 0 C77711 If ten lost crosswalk line f0115 Into this distance It suet be omitted. i:6 ieg L i x2; O __—_ —24' C. 0 0 5'Yax.(500 GeMro1 Note 1) White CfOsawOlk IfMe 3. For C1v10e0 r000woys, odjuatments in spacirq o1 the croes.0lk line5 should be node In the eedlon so thot the crosswalk IIM5 are maintained In their prOpK I0001140 0Cf066 the travel .onion of the r000aoy. 4. At skewed Crosswalks, the crosswalk IiMe Ore to remaln parol lel r0 the IoM IiMe. P - ---'- '"" J> 2e' Mite Y step Tine /'cent., of na line - TIM t0 Ione 1100 5. Each cro5ewolk a0011 be a mfnimun of 6' wide. 15 the preferred 6. The High -Visibility Longitudinal Highways. patterns Croahoolk pattern 00 State HIQhwOys. Other S PS1 p : i • m> 1 fr —Cinetero of cent 05e ik r of travel IOM 4' Yin Cocrosswalk Traffic as shOM In the 'Texas 440401 on Uniform TroIIIc Control Devl0ea dimension 511 COmPly m0y be used. All Gr0a5w01k designs Ono 00 with ren "Texas 0040401 on Uniform Traffic Control DSvICes.' T. FiMo 1 placement of Stop Bar MCrosewolk shall be by me Engineer in the field. c> Yin. apprOveO t ie 7. i Centel of crre ' k line to MATERIAL SPECIFICATIONS 1h �� line lit shoulder PAVEMENT MARKERS (REFLECT -PRIZED) pA$-G200 2 ntOUlder Shoulder r1 le present) EPDXY AND ADHESIVES DMS -6100 ADHESIVE FOR PAVEMENT gbhBITUMINOUS � MARKERS WS -6170 d�'. �' TRAFFIC PAINT 015-8200 I1q HOT APPLIED THERMOPLASTIC 045-8220 g2 HIGH -VISIBILITY LONGITUDW1AL AT CONTROLLED APPROACH CROSSWALK PERMANENT PREFABRICATED PAVEMENT MARKINGS OMS -8240 $ ;SaO A11 pavement marking materiels s0011 meet the fea4ired Deportmlintal MOfer101 Spec(flcotions as specified by the 21405. SP! - g'2' o ;la See Notes RI -50 - Stop Here for Pede 1 6 2 NOTES: I BY I DESCRIPTION OSO CREEK CORNER SUBDIVISION TXDOT PAVEMENT MARKING DETAILS (SHEET 5 OF 5) ShOUldef 1. Use stop bora with 'Stop Here 140 PedeatrlOns' signs —I I , • 24' White - of unslgnal lze0 mid block cross .0165. CrosswOlk IIM5 _-._. /=r=—� 1 �:-- / Center alone tine o- IiM 10 TIM � 2. U58 stop bore with 'Stop HO', on Red' signs Ot mid 01006 Cr055w0IRs controlled by traffic 0IQna15 or pedestrian -.. ._—_-- hybrid be0cons. 'A' ITife tOD IM ' ZA' shite Center Of Cf0 Swath /-2 { atop I iM line t0 center Of O trove( Ione /Center of crosswalk 1 in� / tO ah0u106r line (If , lizq of SOW 20'-50' "'r/ shoulder Is present) " O 000oloer CROSSWALK RI -Sb - Sipe Here far Pe05 See Notes 1 1 2 PAVEMENT MARKINGS PM (4)-22 1 IL,. 1..., relUNSIGNALIZED BLOCK HIGH -VISIBILITY - - +» Noe W 3.22 ,;i,. - LONGITUDINAL CROSSWALK alial • W,W.I;q R.O.W. R.O.W. NOTES: 2_4. WIDE SCUD \ -•.I..•�.. �- ._,,,...._ •.. EDGE OF SHOULDER YELLOW STRIPE ��� �� Jn , fl I. ALL PAVEMENT MARKINGS SHALL CDNFORM TO THE LATEST ;� -__— EDRIE OF THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS M0 HIGHWAK I, (TMUTCD). 2. ALL TRAFFIC BUTTONS AND MARKERS SHALL B INSTALLED TO STRIPES 2'). OESCPoP 1ON Kimley*Horn AND ASSOCIATES. NC 1400 WOODLOG11 FOREST OWE, SUITE MS THE DS.. TORO PRO.: 28147.310 MAE GPM REGISTRATION TOM WWW 101ALETA/ORN ( — RN q a3. ADJACENT (ARPROZIMATELV LEFT TURN STORAGE BAYS: 250' MW. AT INTERSECTION OF IWO WOOD THOROUGHFARES, _� 150' MIN. AT COLLECTOR INTERSECTIONS, AND EDGE OF SHOULDER6' . • �� �� ` 1' 2-WAY REFLECTORI040 SOLID ,� 241' WICE pA$HED • • H•VL• \ PAVEMENT WHITE STOP LINE YELLOW AV A YELLOW STRIPE 100' MIN. AT LOCAL INTERSECTIONS. !. REPEAT ARROWS AT MPROKWATELY 1000' INTERVALS WITHIN WHITESTRIPE MARKERSOPE % TWO-WAY LEFT TURN SECTION. 5. WHEN PAVEMENT MARKINGS A .6 TYPICAL TWO LANE TWO—WAY ROAD THROUGH AN HTEAREA, THEY SHALL BR THE SAME TCOLOR 41 LEAST THE SWE WIDTH AS THE LINE MARKINGS HEY AND UMC»1 -'11 3 TYPICAL TWO-WAY LEFT TURN SECTION I IO 8. WHEN CROSSWALK MARKINGS ARE USED WITHIN M ESTMUSHED SCHOOL ZONE AREA, CONTINENTAL TYPE MARKINGS SHALL BE USED. T. ADDIR0N5L SET OF "WORD" AND "ARROW" PAVEMENT MARKINGS SHALL BE USED WHEN NRN UNE STORAGE LENGTH Is Iso 1 FEET 00 GREATER. 4' 2-WAY EFLECr0RIZED R3_64 RAISED MENT 24' z 36' ,/-SLOW 004 PAA-A) 2-4' WI00 SOLID YELLOW STRIPE (8' O-C) MARKERS X A-A) CROSSHATCHING DETAIL I:CGE OF SHOULDER /` (TYPE _ _.. 4' WIDE DASHED WHITE STRIPE 4 - . O.. D YELL'. DE SOLID WRITE STRIPE WHITE STRIPE bRIlET10TF1 (SEE DETAIL p') C O S / e• 4 DIRECTION OF TRAFFIC a -� ,� 4 P11 AILD , 8 32' 8' 32' ' SEE DETAIL 'C' 4' SQ PAVEMENT 4" YELLOW TRAFFIC BUTTON , I404(8 (TYPE 4 A-A) 2' FROM STRIPE Y FROM STRIPE NON-REFL.)SEE NOTE /4RN O 4" WIDE CASHED YELLOW STRIPE 500' R 7ANGEN' SEE :ON 250' MIN. AT W OF TWO ''TERSECTION �!!.• _ p—V.IjNOR0�E5 IR p p '50' 11TH. AT LL LOR �RtERSEC � SO 21" WIDE 50L10 _ A' 1-WAY REFI Fr.NNR]FN WHIFJ P.I. P.I. RASED PAVEMENT MARKERS (TYPE I-C) LOQ' MIN. '00' MIN. AT LOCAL INFERSEC•• ✓ HITS STOP IN (TIP.) .GE OF SHOULDER OPTIONAL: TYPE T 2 PAVEMENT MARKERS AT ZO'-0" C-C IN CURVE SECTION � --'--. ft.0.W. 8' 32' 8 32' - DF OE 4' ATE STRIPE (/%RO.W. W10E SOLID M �\ 1 011 24" WIDE SOLID YELLOW Ei 1 STRIPE 0 45' (20'-0' C-C) R.D.W. ROM.DIRECTION OF TRP£FI5 ..II 24' WIDE SOLID WHITE STOP UN _ '. 4' S0. 2-WAY REFLECTORI2ED WHITE �� ' RAISED PAVEMENT MARKERS (TYPE A C-8) I ar I DESCRIPTC. OSO CREEK CORNER SUBDIVISION MISCELLANEOUS PAVEMENT MARKING DETAILS _ --- _ (SEE DETAIL OUTSIDE EDGE CROSSHATCHING DETAIL CURB .A i CURB WIDE DASHED WHITE STRIPE / ( 801 DSTORAGE t.FNGTH q — q q — q q q .. q q got "C" ". 8' 32' 8' B" WIDE SOU) WFITE STRIPE C. SOGR DIRECTION OF TRAFFIC •R� '�T -V ` /-P. SEE 1804 1 1 (� �� P'T' / 4' SOUR — SOD'R P,C. — ITE WHITE STRIPE 4" WHITE TRAFFIC •P WIN. AT MiERSECfgN OF 1W0 RAISED MEDIAN •p2 N. P,T. .. ' HE 21' WIDE SOLEI WHITE BUTTON (NON-REFL.) STRIPE O 45' (20'-0' C-C) 1 2" FROM STRIPE ---;-1-1.-.A— 150 IN. AT COLLECTOR IN EE' ONS '.L IW IN P.I. R 5. 01 CI iG I 100' MIN. At LOCK INTERSECTIONS f q q1 Ip 1.---3- q W q q Fd )"D• 7-Tr-r-1 • SEE DETAIL 40' 10' r76�-1 4' �MDE DASHED 00116510146 CURB I WIDE SOLID CURD 24"WHITE WHITE STOP LINE R.O.W. \ .l i R.W. 11— TYPICAL MEDIAN SECTION 4" 50. PAVEMENT MARKER, OUTSIDE E O.T. (TYPE I-C OR TYPE II C-R) OR SHOULDER 2' FROM STRIPES ei PUBUcT REE 800. BEWSKINS DATE NAME FOR INTERN RENEW ONLY 80i1T TITLE.o 1 Tmoso ial covsniv na4, tl' °A °E"WT P � Y'' PA' HENT si"APn PM i dWEER NAME MARKING DETAILS (1 OF 2) mg-AIN �•.•. pc se NAL r. Nwea ANKH 44441, / / NONE / DESCRIPTION Kimley»)Horn , :'ti'' __ 1 ;r o�oNiEV.ORNANO h.E ' i �E *ate WOCOLOCX FOREST DRIVE. 'A FE THE W0001.4406.TX 77190 Y,NN..ONEE.MONN.00N § a - 9 P ti /mum= raRsoxnwctgs OW pr SUPPORT DESCRIPTIVE CODES LOCATION III "-•""""�"'"0C' " Ig u [T; SIGN SI RD SON ASSM TYA_TAI%IW4-IOWA REWIRED CLEARANCE FOR BREAKAWAY SUPPORT MYNAS - r'M intt"w f7: TRIANGULAR IPRASE INSTALLATION GENERAL REQUIREMENTS X 11 r . ill. 'De Or.. Om i De 1110011“ Pr I _ -. ur -...._,r..... ~ r.-.�.Y-n.nr. ..w G7CrC:. _... r .nn_../®: 5,�$.� 1 isri r-- _ _ ,..,...-r,.rr ::_; Aw..I. �' "" w �. .-'nil _....,- IlEli.:....-....-- ,. .,.. r,.�. ............r.,....,- .: ar.r.. "_. »n.. - _ _ _ _T-- in - _ S1 Win.-. • �:no .r. . • 7v. 31 {', �_, r�'` TYPICAL SIGN ATTACHMENT DETAIL- .r.0.....�.. ....� a.rrr .a • r•r "'"','"'•""' :" 'w�F4 . .In.* cHr ba. -mW r., r • /�.'.�i ® ....'— OA hYA` - w3: W.: .. 1.7. = ""' n r .......__4 •.. CONCRETE ANCHOR _ .r.. v.ra ..—w w.e'."i- n. n.r...r -I I FE' ON NONNOO. I ORM 1 BT CITY OF CORPUS CHRISTI TEXAS Department of Engineering Services -UTAH �. f--a.rrr..n+.vr. L_..S.-• fr... a.r.r�n s.r.. AA • a.. w.n arm MINI yK` ^ :,-", •. _- " rn. .- At. •` A.N •I ,�,-r-ter - SIGN MOUNTING DETAILS SMLL ROADSIDE SIGNS GENERAL NOTES M DETAILS r• \......w�. �L-, T_$�.T• SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS TRIANGULAR XIPMSE SYSTEM EFS ..r ..•.••. SID IDEM -AR -_ M'-..r,..r SIMISLIP-1)-0E - _ - r ..I U-•'- i3 I - Tr �� Q = tib,, ._ .�,..r Asx E.__ DESCNPTION OSO CREEK CORNER SUBDIVISION Y��1 R: rr_, �._ --�'{ - ,s�;:L-i: ....N• �^a"."n.,.. °...' .,,,,�...^ w. "NCw _ _..r .....`..� .�ti"L�11 '� .,__ �.,. .l � ..,, _ ,.4:41..4- '�4�: � 4 -f:...R,.'t:77C °"'4' --e n v.r r ,, ..': ..^�L. r..� w,....,...,.........w..-.. •.?L•�''" ;:,4mt_�..i �., • ,. A' "r -r _57-..... ..,�. I'w It/ r I ,11 ..._ • r n �- .w tn.^•Zw'G�.n �� �T.14 I LF .. (��1 10. -iii I1 ili .r nrrr. ._ t � .I.1, rl.� •��1 _ w,•• }. 1:1 °- w® � .MN,I 1;l �•_ yr„c T� .:-s. "rrrrr .... mu mo'" i,. �., .. fid..;. .M, ;..» p•Is 4.I. 1, f,'r o^ l.; s . 14.: l_ �z..,A r.i.ro IIII*1�WII�k _ & .._._ • r _...v .,._n r.,.wn •••-`n"n'« FRICTION CAP DETAIL SION MOUNTING DETAILS SWI. ROADSIDE SIGNS '+�"(/ .,.Ii-)ry ""'w - �'-" 'n n r.. •+•••'_ ` SIGNMOUNTING ROADSIDE DETAILS ._.. ... r.r...r. - 1,...•rr,.• TRIANGULAR XIPDASE SYSTEM ..-,r• %,a ."1 TRIANGULAR XIPMSE SYSTEY r 1144 1 SIDIXIP-2)-01 t -? ........ w._ `r-. SIC IXIP-71-01 a SHEET 73 or 75 RECORD DRAWING N0. r..4- •.-+• ' ."r.�n ...w -i •� -.r,r-.. .. �1- I e, • _ it L.I.A.R.,,.I,r .I«.IMIMIM I- • xJ ro• g b DIY PROJECT / coNsuLLwrS SHEET no AI -�„so rAr.•raww e1`2� 'P‘1 IIA iMILTP.*Prl Y 6oi ;f6�f r+n.-rr.4. ..e.. Anahar Sy$t � Universal Anchor System 11•••••••11•••••••••••••&0• :`F�'+n�Tte` b..Oe ASrYlee-lfneow.r • Ith TMnNal NM Tubing Post r -�-,rj„_,Y „„._ WM.Y�y�nl=' w! r wIth Fluerpluae Reintorcea Plastic IFRPI PastInlverwl -' :x. `». ' = 'wz,^: , r — t -.=1,= e:�::1171 � +ia aci_� w�"•°R- _- N�t+.. __ .._-. r •,....1C...%`............-..-- �cr` -Wv,.--«."-w ri. 11 ,.....51 ww. � . }t1/2312023r"A'w 1.-....r.-._ w�Ws. F. -�� "”' w�N r.ww ."T:i,177iM'w.nr w. .w_ ...^_f"r..� r�� u r. .w ._r T _. r±. - ....r !1II1: gi!d R ^ intim (,^ NNS �84 _ az _ate Wedge Andlor .-.�. T�mI r.Trl._ .;' �.. ......arr.:- a� i� — .. "'_^` BOLT DOM DETAILS CL , -T te.. • ----. �.w -.:.:. Mph Dan i Mf+01yetly ohsOPE/ System .u.- _ MF��...�....wl._ -.T--- - .. »- _ _ r.`.iti L 11 I _ �'^n T:J1i ` ® r w/ - - - +.err•••'"* - �.1N�._ 1171 �M _-;. - �x�_.._� � -- =X r'. tr �"Cr.,-. „+„' L`"-„-„Mzw - w Typical sign Mounting Detail Trolobl Sign'bunting Detail tar RP Support vita single sig. tar FRP Support oath Nook---to-Nook sign •r M. TIFF----�•--••--.--.----y'��-.-. I - - � _"_ ; r”' -.. , _ .: r:= - •-••....n�.... SIGN oolDSIDESIGNS IIEDDE \ UNIVERSAL ANCHOR WIE rr. ��:r/IV,4FF " — - W DO:''' Nip,p� �'.� —' SIGN*TIIGGEDETAILS SMALL ANCHOR SYSTEM *ITN FRP POST ......=....,..w.....-...-. WITH TWIN WALL TIRING POST 901TWT1-08 »,""M, - sun tFeel -00 —L 0AK STREET STRFFT NAME SIGN, BY I DESCRIPTION OSO CREEK CORNER SUBDIVISION SIGN MOUNTING DETAILS (SHEET 2 OF 2) .earn °THEFT \1_,kli'0i SIGH 4I �� MOUNTING FIETAII C, STRFET IMO SIGN BRACKET ....n.. uow 01 1.:1 MILE 34110l0 OM •104:1“1 POW 0211 MU r• X -=pi .�..n.-..r.a -_.- -- - - .. . .._. ... STANDARD STREET NAME SIGN CONSTRUCTION DETAILS 10 r MAIM 10 ._. 01 0 r I Exhibit 4 Water Distribution (Arterial Trasmission & Grid Main) Description Unit Qty Unit Price Total Value of Item 12" PVC Waterline LF 4684 $112.00 $524,608.00 12" Gate Valve and Box EA 16 $5,300.00 $84,800.00 Connect to Existing EA 2 $5,000.00 $10,000.00 Fire Hydrant EA 16 $8,200.00 $131,200.00 2" Blow -off EA 2 $5,500.00 $11,000.00 12" Restrained Joint Waterline LF 238 $500.00 $119,000.00 Vertical 22.5 Degrees Bends EA 6 $2,500.00 $15,000.00 Vertical 45 Degree Bends EA 10 $2,500.00 $25,000.00 Dewatering LF 789 $80.00 $63,120.00 Sub -Total: $983,728.00 Portion Of Engineering: $127,884.64 Portion of Contingency: $98,372.80 Total: $1,209,985.44 Water Credit (Commercial) $84,120.37 Water Credit (Residential) $38,012.47 Total Water Credit $122,132.84 Total Reimbursement from Trust Fund: $1,087,852.60 Exhibit 5 tiergolarroterso City of Corpus Christi City of Corpus Christi, Texas Department of Development Services P.O. Box 9277 Corpus CIui31i. Texas 7&469.9277 (361) 826-3240 Located at: 2406 Leopard Street (Comer of Leopard St. and Por Ave.) DISCLOSURE OF INTERESTS City of Corpus Christi Ordinance 17112, as amended, requires all persons or firrns 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 CITY: CORPUS CHRISTI zip: 78463 FIRM is: ❑ Corporation [] 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 MOSTAGHASI (Print) Title: GENERAL PARNTER Signature of Certifying Person: {// Date: 8-18-23 K.IDC VF.LOPAMENTSVCSSHTRrr2:LAND DEVELOPMENRORDINANCE ADMINISIRATION'APPLICA rtON FOR27S±FORMS AS PER LEGAL201201SCLOSt.RE OF MIMESIS STATIMENTt 27 32.901'