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HomeMy WebLinkAboutC2024-007 - 1/18/2024 - Approved PARTICIPATION AGREEMENT For Oversizing Streets and Drainage Crossings Per UDC §8.4 This PARTICIPATION AGREEMENT ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipal corporation, acting by and through its City Manager, or designee, and MPM Development, L.P., ("Developer"), a Texas limited partnership. WHEREAS, the Developer, 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, as a condition of the Plat, the Developer is required to expand, extend, and construct Streets and/or Drainage Crossings (the "Public Improvements") as depicted on and in accordance with the improvement requirements set forth in Exhibit 2, which exhibit is attached to and incorporated in this Agreement by reference; WHEREAS, UDC 8.2.1(5) provides: where the required street improvements are encompassed entirely within the proposed development, the developer will be considered responsible for the entire width of street improvements, up to and including that of a residential collector; WHEREAS, it is in the best interests of the City to have the public infrastructure installed by the Developer in conjunction with the Owner's final Plat; WHEREAS, Section 212.071 of the Texas Local Government Code authorizes a municipality to make a contract with a developer of a subdivision or land in the municipality to construct public improvements related to the development where the contract establishes the limit of participation by the municipality at a level not to exceed 30 percent of the total contract price and at a level not to exceed 100 percent of the total cost for any oversizing of improvements required by the municipality, including but not limited to increased capacity of improvements to anticipate other future development in the area; and WHEREAS, this Agreement is made pursuant to Section 212.071 & 212.072 of the Texas Local Government Code and Article 8, Section 8.4.1, of the Unified Development Code of the City of Corpus Christi NOW, THEREFORE, the Parties hereto severally and collectively agree to and, by the execution hereof, are bound by the mutual obligations herein contained and to the performance and accomplishment of the tasks hereinafter described.: Section 1. RECITALS. The parties agree that the language contained in the preamble of this Agreement is substantive in nature, is incorporated into this Agreement by reference, and has been relied on by both parties in entering into and executing this Agreement. Section 2. TERM. This Agreement becomes effective, is binding upon, and inures to the benefit of the City and the Developer from and after the date of the last signatory to this Agreement. The Developer must complete the Public Improvements within 24 calendar months from the date this document is executed by the City. Time is of the essence in the performance of this contract. Standard Form Participation Agreement Approved to Legal Form BB 11.10.22 Page 1 of 10 SCANNED Section 3. DEVELOPER PARTICIPATION. Subject to the terms of this Agreement, Exhibit 1, and Exhibit 2, the Developer will construct the Public Improvements for and on behalf of the City in accordance with the plans and specifications approved in advance of construction by the City Engineer on behalf of the City. The parties acknowledge and confirm the total cost estimate for construction of the Public Improvements, which estimate is attached to and incorporated in this Agreement as Exhibit 3 (the "Cost Estimate"). Subject to the limitations set forth below, the Developer shall pay a portion of the costs of construction of the Public Improvements. Further, subject to the limitations set forth below, the City shall pay the remaining portion of the costs of construction of the Public Improvements, designated as the total amount reimbursable by the City on the Cost Estimate. Section 4. CITY PARTICIPATION. Notwithstanding any other provision of this Agreement, the total amount that the City shall pay for the City's agreed share of the actual costs of the Public Improvements shall not exceed $1,118,463.05. Section 5. REIMBURSEMENT. The City shall reimburse the Developer a pro rata portion of the City's agreed costs of the Public Improvements monthly, based on the percentage of construction completed less the Developer's pro rata portion and contingent upon submission to the City of an invoice for the work performed. The reimbursement will be made no later than 30 days from the date of the City's administrative approval of the invoice. Such reimbursement will be made payable to the Developer at the address shown in Section 6 of this Agreement. Prior to reimbursement, Developer shall submit all required performance bonds and proof of required insurance under the provisions of this Agreement. Section 6. NOTICES. a. Any notice or other communication required or permitted to be given under this Agreement must be given to the other party in writing at the following address: 1. If to the Developer: MPM Development, L.P. 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 Standard Form Participation Agreement Approved to Legal Form BB 11.10.22 Page 2 of 10 b. Notice must be made by United States Postal Service, First Class mail, certified, return receipt requested, postage prepaid; by a commercial delivery service that provides proof of delivery, delivery prepaid; or by personal delivery. c. Either party may change the address for notices by giving notice of the change under the provisions of this section. Section 7. PLANS AND SPECIFICATIONS. a. Developer shall contract with a professional engineer licensed in the State of Texas to prepare plans and specifications for the Public Improvements. The plan must be in compliance with the City's UDC, Comprehensive Plan, applicable area development and master plans, the approved Mobility Plan, and the Design Standards. b. Before the Developer starts construction, the plans and specifications must be approved by the City's Development Services Engineer. Section 8. EASEMENTS. Prior to the start of construction of the Wastewater Improvements, Developer shall acquire and dedicate to the City the required additional public right of way easements ("Easements"), if any, necessary for the completion of the Public Improvements. If any of the property needed for the Easements is owned by a third party and the Developer 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 completely responsible for cost of acquisition. Section 9. PERFORMANCE BOND. Developer 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 project cost is in excess of$100,000 and a payment bond if the project cost 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 amount of the performance and payment bonds shall be the full cost of the Public Improvements. The performance and/or payment bond must name the City as an obligee. If the Developer is not an obligor, then Developer 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. Section 10. INSURANCE. Insurance requirements are as stated in Exhibit 4, the content of which is incorporated by reference into this Agreement as if fully set out here in its entirety. Before performance can begin under this Agreement, the Contractor must deliver a certificate of insurance ("COI"), as proof of the required insurance coverages, to the City's Risk Manager and Development Services Department. Additionally, the COI must state that the City will be given at least 30 days' advance written notice of cancellation, material change in coverage, or intent not to renew any of the policies. The City must be named as an additional insured. The City Attorney must be given copies of all insurance policies within 10 days of the City Manager's written request. Standard Form Participation Agreement Approved to Legal Form BB 11.10.22 Page 3 of 10 Section 11. CONSTRUCTION CONTRACT DOCUMENTS. Developer shall submit standard construction contract documents to the Executive Director of Public Works for review and approval in advance of beginning any construction of the Public Improvements. Section 12. INSPECTIONS. Throughout construction, the City shall conduct periodic inspections and either approve the progress of the Public Improvements or promptly notify the Developer of any defect, deficiency, or other non- approved condition in the progress of the Public Improvements. Section 13. WARRANTY. The Developer shall fully warranty the workmanship and construction of the Public Improvements for a period of two years from and after the date of acceptance of the improvements by the Executive Director of Public Works. Section 14. INDEMNIFICATION. Developer covenants to fully indemnify, save and hold harmless the City of Corpus Christi, its officers, employees, and agents, ("indemnitees") from, and against, any and all claims, demands, actions, damages, losses, costs, liabilities, expenses, fines, and judgments recovered from or asserted against Indemnitees 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 construction, existence, use, operation, maintenance, alteration, repair, or removal of any Public Improvements installed by or on behalf of the Developer including the injury, loss or damage caused by the contributory or concurrent negligence of the 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 attorney's 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 Standard Form Participation Agreement Approved to Legal Form BB 11.10.22 Page 4 of 10 include but shall not be limited to the fees charged by attorneys, environmental consultants, engineers, surveyors, and expert witnesses. (b) any costs incurred attributable to the breach of any warranty or representation made by Developer in this agreement, or any cleanup, detoxification, remediation, or other type of response action taken with respect to any hazardous substance on or under the property regardless of whether or not that action was mandated by the federal, state or local government. This indemnity shall survive the expiration or earlier termination of the agreement. Section 15. DEFAULT. The following events shall constitute default: a. Developer fails to submit plans and specifications for the Public Improvements to the Executive Director of Public Works in advance of construction. b. Developer does not reasonably pursue construction of the Public Improvements under the approved plans and specifications. c. Developer fails to complete construction of the Public Improvements, under the approved plans and specifications, on or before the time specified in Section 2 of this agreement. d. Either the City or the Developer otherwise fails to comply with its duties or obligations under this Agreement. Section 16. NOTICE AND CURE. a. In the event of a default by either party under this Agreement, the non-defaulting party shall deliver notice of the default, in writing, to the defaulting party stating, in sufficient detail, the nature of the default and the requirements to cure such default. b. After delivery of the default notice, the defaulting party has 15 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 the Developer fail to perform any obligation or duty of this Agreement, the City shall give notice to the Developer, at the address stated in section 6, of the need to perform the obligation or duty and, should the Developer fail to perform the required obligation or duty within 15 days of receipt of the notice, the City may perform the obligation or duty, charging the cost of such performance to the Developer. e. In the event of an uncured default by the Developer, after the appropriate notice and Cure Period, the City has all its common law remedies and the City may: Standard Form Participation Agreement Approved to Legal Form BB 11.10.22 Page 5 of 10 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; 3. Bring Suit to enforce any provision of this agreement including the obligations to repair and replace. 4. Perform any obligation or duty of the Developer under this Agreement and charge the cost of such performance to the Developer. The Developer shall pay to the City the reasonable and necessary cost of the performance within 30 days from the date the Developer receives notice of the cost of performance. In the event the Developer 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 has all its remedies at law or in equity for such default. Section 17. 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 a public enemy; insurrections; riots; epidemics; landslides; lightning; earthquakes; fires; hurricanes; storms; floods; washouts; droughts; arrests; civil disturbances; explosions; or other causes not reasonably within the control of the party claiming the inability. b. If, by reason of force majeure, either party is rendered wholly or partially unable to carry out its obligations under this Agreement, then the party claiming force majeure shall give written notice of the full particulars of the force majeure to the other party within 10 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. Section 18. PROJECT CONTRACTS. Developer's contracts with the professional engineer for the preparation of the plans and specifications for the construction of the Public Improvements, contracts for testing services, and contracts with the contractor for the construction of the Public Improvements must provide that the City as a third-party beneficiary of each contract. Section 19. DISCLOSURE OF INTEREST. In compliance with Corpus Christi Code of Ordinance Sec. 2-349, the Developer agrees to complete the Disclosure of Interests form attached to this Agreement and incorporated by reference as Exhibit 5. Section 20. CERTIFICATE OF INTERESTED PARTIES. Developer 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; Standard Form Participation Agreement Approved to Legal Form BB 11.10.22 Page 6 of 10 b. membership on the board of directors or other governing body of a business entity of which the board or other governing body is composed of not more than 10 members; or c. service as an officer of a business entity that has four or fewer officers, or service as one of the four officers most highly compensated by a business entity that has more than four officers. (2) a person who actively participates in facilitating a contract or negotiating the terms of a contract with a governmental entity or state agency, including a broker, intermediary, adviser or attorney for the business entity. Form 1295 must be electronically filed with the Texas Ethics Commission at https://www.ethics.state.tx.us/whatsnew/elf info form1295.htm. The form must then be printed, signed, notarized and filed with the City. For more information, please review the Texas Ethics Commission Rules at https://www.ethics.state.tx.us/legal/ch46.html. Section 21. CONFLICT OF INTEREST. Developer agrees to comply with Chapter 176 of the Texas Local Government Code and file Form CIQ with the City Secretary's Office, if required. For more information and to determine if you need to file a Form CIQ, please review the information on the City Secretary's website at http://www.cctexas.com/govern ment/city-secretary/conflict-disclosure/index Section 22. SEVERABILITY. The provisions of this Agreement are severable and, if any provision of this Agreement is held to be invalid for any reason by a court or agency of competent jurisdiction, the remainder of this Agreement shall not be affected and this Agreement shall be construed as if the invalid portion had never been contained herein. Section 23. COOPERATION. The Parties agree to cooperate at all times in good faith to effectuate the purposes and intent of this Agreement. Section 24. ENTIRE AGREEMENT. Except as otherwise expressly provided herein, this Agreement contains the entire agreement of the Parties regarding the sharing of costs for the Project and supersedes all prior or contemporaneous understandings or representations, whether oral or written, regarding the subject matter hereof. Section 25. AMENDMENTS. Any amendment of this Agreement must be in writing and shall be effective if signed by the authorized representatives of both Parties. Section 26. APPLICABLE LAW; VENUE. This Agreement shall be construed in accordance with Texas law. Venue for any action arising hereunder shall be in Nueces County, Texas. Section 27. INDEPENDENT CONTRACTOR. Developer covenants and agrees that it is an independent contractor, and not an officer, agent, servant or employee of City; that Developer shall have exclusive control of and exclusive right to control the details of the work performed hereunder and all persons performing same, and shall be liable for the acts and omissions of its officers, agents, employees, contractors, subcontractors and consultants; that the doctrine of respondeat superior shall not apply as between City and Developer, its officers, agents, employees, contractors, subcontractors and consultants, and nothing herein shall be construed as creating a partnership or joint enterprise between City and Developer. Standard Form Participation Agreement Approved to Legal Form BB 11.10.22 Page 7 of 10 Section 28. NON-APPROPRIATION. The continuation of this Agreement after the close of any fiscal year of the City, which fiscal year ends on September 30th annually, is subject to appropriations and budget approval specifically covering this Agreement as an expenditure in said budget, and it is within the sole discretion of the City's City Council to determine whether or not to fund this Agreement. The City does not represent that this budget item will be adopted, as said determination is within the City Council's sole discretion when adopting each budget. Section 29. WAIVER OF TRIAL BY JURY. City and Developer agree that they have knowingly waived and do hereby waive the right to trial by jury and have instead agreed, in the event of any litigation arising out of or connected to this Contract, to proceed with a trial before the court, unless both parties subsequently agree otherwise in writing. Section 30. ATTORNEY FEES. In the event that any action is instituted by City to enforce or interpret any of the terms hereof, City shall be entitled to be paid all court costs and expenses, including reasonable attorneys' fees, incurred by City with respect to such action, unless as a part of such action, the court of competent jurisdiction determines that each of the material assertions made by City as a basis for such action were not made in good faith or were frivolous. In the event of an action instituted by or in the name of the Developer under this Agreement or to enforce or interpret any of the terms of this Agreement, City shall be entitled to be paid all court costs and expenses, including attorneys' fees, incurred by City in defense of such action (including with respect to City's counterclaims and cross-claims made in such action), unless as a part of such action the court determines that each of City's material defenses to such action were made in bad faith or were frivolous. Section 31. NO WAIVER. The failure of the City to insist upon strict adherence to any term of this agreement on any occasion shall not be considered a waiver of any of the City's rights under this agreement or deprive the City of the right thereafter to insist upon strict adherence to that term or any other term of this agreement. Section 32. AUTHORITY. Each Party represents and warrants that it has the full right, power and authority to execute this Agreement. Remainder of page intentionally left blank; signature page to follow. Standard Form Participation Agreement Approved to Legal Form BB 11.10.22 Page 8 of 10 DEVELOPER: MPM Development, L.P. ._,jiil By: Moses Mostaghasi, General Partner STATE OF TEXAS § § COUNTY OF `'VU Q06 § This instrument was acknowledged before me on 37,,f\y Go� ' . , 202 q, by Moses Mostaghasi, for MPM Development, L.P., a Texas limited partnership, on be is f of said company. #r-"—"I'VZ—..------- �\ AC E '% �O •. %, Notary Public's Signature 4, = 9) -1 «. •..!346421:•' 1 .` Standard Form Participation Agreement Approved to Legal Form BB 11.10.22 Page 9 of 10 EXECUTED IN ONE ORIGINAL this 15 T day of , 20 a,L1. ATTE : CITY RPUS CHRI Rebecca Huerta A rt . R y nd III City Secretary Direct of De elopment Services ( .....tp...1...3.3...glic)AUIHUtut.u. ZY COUNCIL._....l...._.L.'- L-ili SECRETARv APPROVED AS TO LEGAL FORM: Buck Brice (Date) Senior Assistant City Attorney For City Attorney Standard Form Participation Agreement Approved to Legal Form BB 11.10.22 Page 10 of 10 447 LOCATION MAP SCALE. 1" = 3000' UTILITY LEGEND PROPOSED WASTEWATER PROPOSED STORM SEWER PROPOSED WATER EXISTING OVERHEAD ELECTRIC EXISTING GAS Zuni Farm Rural District arm Rural District Farm Rural District 1004 107 Sin Cle-Fa091y 4.5 ROW CIVIL ENGINEER & LAND SURVEYOR L3 QUIDDITY CONTACT: /mph E. 9ork V, PE m .o. r..::Siu°as.+lo+s+ssll CONTACT: Troy A. TrobaNEh, *715 STARLIGHT ESTATES UNIT VOL 69, PG. 35-36 0.P.R. 1,140 ACRES GRANTEE, CORPUS CHRISTI�. ISLAND APARTMENTS VILLA MANAGEMENT GROUP, LLC DOC/2021027229 INDEX ASAP j Exhibit 1 LOT 1 19.938 AC 868,526 5F 0.224 ACRES -� U1STATION CRY OF CORPUS CHRISTI DOC/2017043998 1.140 ACRES GRANTEE: USA ANN LANDERS 00E42006046653 8.26 ACRES - DRAINAGE ROW DOC/2017043998 0.0.9. 6.00 ACHES GRANTEE 0 CORPUS CHRIST ISLAND APARTMENTS VILLA MANAGEMENT GROUP, LLC MC/20. 027220 WEA- WE 5001 ACRES DEED MAO 2*, MAY 24, 2021 GRANTEE: MELANIE II LwtE JfNw N45 DOC/2021022111B 105 5 3.555 AC 154,853 SF 11.00 ACRES CALLED 5012 CORPUS 0*ASLAM/ 14.(55 ACRES APARTMENT. 20 MANAGEMENT 00P4 01.2002357 00042021021291 DOC 50 202202557 LPI OR. LOT 2 28.374 AC 1,235,962 5F LOS CHICOS DPW (910990 [ROW PORTIONS OF 1010 R 10 E 70 /37 5 PPM DEVELOPMENT LP DOC. No. 20220.36657, ON. LOT 12 M 07 ACRES MF DEVELOPMENT (P DOC. No. 1022024771, O.P.R, OWNER 0:514011 LOT 4 40.138 AC %,7M,4075F •%i%%� N�%%%H/i N%//%ice ,z);ii• 49 0.9 1 1.0 5 110 110 5074M 400 A0/ WA WM LOS CHICOS DRIVE MAPACHE PASS 12.0' P.0 5.0 SID ROW ////b//PY%/ ,[///% / /v /in ///2 //i4ii/,W/H/N/H//4aN////iiAV, 499/9ii/i,222/2.9//, / 120 120' 120' k.0 0.0' 00.1 0140 00.0' ROW OSO PKWY (FROM YORKTOWN BLVD TO STA. 24456) Loo NPM MEHT 171 DOC. N yo 7A24771 P 11 LOT 3 2021 ACRES CITY OF CORPUS 09000 VOL. 2209, PG 294 0 P.R. LOT 12 579 A0*. PPM DEVELOPMENT LP DOC. Ho. 2022024771 OWNER 15534011 14.61 ACRES (CALLED) MVM DEVELOvlRENT tP DOC. No. 2022025556 \ OR. LOT 4 16.98 ACRES OM OF CORPUS HRIIST OL. C. V 58, 25 0. . OT S 19.07 ACRES CITY 01 CORPUS CHRISTI VOL 16 21, C. 406 13.0' 14.0' 13,0' 80,0' BON OSITO WAY (FROM YORKTOWN BLVD TO LOS CHICOS DRIVE) OSITO WAY (FROM LOS CHICOS DRIVE TO MAPACHE PASS) ,oar.., 1 PRELIMINARY PLAT OF OSO CREEK CORNER PHASE 1 A 103.015 ACRE TRACT OF LAND, BEING ALL OF LOTS 8, 9, 13, 14, AND A PORTION OF LOTS 10, 12, AND 15 SECTION 34, FLOUR BLUFF AND ENCINAL FARM AND GARDEN TRACTS, IN VOLUME "A", PAGES 41-43, MAP RECORDS, NUECES COUNTY, TEXAS, CORPUS CHRISTI, TEXAS DATE OF PRINT: July 14, 2023 0 100 200 300 SCALE: 1" - 300' GENERAL NOTES 000 1. TOT L NUMBER OF BUILDABLE LOTS:4 2. THE RECEDING WATER FOR THE STORM WATER RUNOFF FROM THIS PRO ERTY IS THE OSO CREEK. THE TCEO HAS CLASSIFIED THE AQUATIC UFE USE FOR THE OSO CREEK AS 'EXCEPTIONAL. AND'OYSTER WATERS•, TCEQ ALS CATEGORIZED THE OSO CREEK AS"CON0001 TACT RECREATION" uSE. 3. THE BEARINGS,DISTANCES, AREAS AND COORDINATES SHOWN HEREON ARE TEXAS COORDINATE SYSTEM GRID, SOUTH ZONE INAD'B10 AS DET *MINED BY GLOBAL POSITIONING SYSTEM IGPS(WITH NM OPUS POS 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 Loam. 4. ALL ELEVATIONS SHOWN HEREON ARE NAVD'BB DATUM, AS DETERMINED BY PS OBSERVATION, 5. THE YARD REQUIREMENT, AS DEPICTED, ISA REQUIREMENT OF THE UNIFIED DEV LOPMENT CODE AND 6 SU61ECT TO CHANGE AS THE ZONING MAY CHANGE. 6. TNF TOTAL PLATTED AREA CONTAINS 103.299 ARES OF LAND INCLUDING STIR ET DEDICATION. 7. ACC *DING TO FE1M FLOOD INSURANCE PATE MAP, PANEL 411355C0540G, DATED OCTOBER 13, 2022, PORTIONS OF THIS TRACT ME LOCATED IN UNSHADED 0NE'X'& SHADED ZONE 90". 7 B. ACC *DING TO THE NATIONAL WETLANDS INVENTORY, POTENTIAL W ETUNDS ON SITE. 9. WATER, WASTEWATER LOT/ACREAGE AND PARK FEES SHALL BE PAID PRIOR TO ECORDATION OF THE FINAL PUT. 10 ALL ARMY ANO TEMPORARY R.O.W. EASEMENTS DEDICATED BY SEPARATE INSTRUMENT SHALL BE RECORDED AND LABELED ON THE FINAL PUT, 11. UC LOT WITHIN THIS PLAT SHALL CONFIRM TO ZONING DEVELOPMENT STANDARDS (UDE4,3.3) THE FINAL PLAT 6 REQUIRED TO BE CONSISTENT TO HE ZONING DEVELOPMENT STANDARDS. 12 THE DEVELOPMENT, CURRENTLY MOSTLY UNDEVELOPED W. SEVERAL FARM BUILDINGS AND SINGLE FAMILY RESIDENCES, WILL BE DEVELOPED IN TW PHASES TO INCLUDE RETAIL SITES, MUITIYFAMILY, EDUCATIONAL AND SIN LE FAMILY DEVELOPMENT. SINGLE FAMILY DEVELOPMENT 15 ANTI IPATEO TO CONTAIN APPROXIMATELY 4.5-5 UNITS PER ACRE. THERE ARE NO EXISTING DRAINAGE STRUCTURES ONSITE. THE SETE IS PROPOSED TO UTFALL TO THE FAST INTO OSO CREEK. 13. THE PROPERTY IS NOT IN THE AIR INSTALLATION COMPATIBLE USE ZONES LAIC A. 14. THE NRRE PROPERTY LIES WITHIN THE CITY LIMITS OF THE CITY OF CORPUS CHRISTI. 1S, THE STARRY ROAD ROW WITHIN THE PLATTED AREA WILL BE VACATED, • % %/////'///////////i///////i//%///i%/iii///ii •/, 12.0' I 111.0' I 120 [AI 0.0 000,0000.00 PRY 1.PR 30000001.4 110.0ROW OSO PKWY (FROM STA 24058 TO MAPACHE PASS) LEGEM OPRKT - OPTIMA R$1P RECORDS NUE= COMM TX 246LT -- TX 0_® RECORDS NURi8 CO..CO..WINDT ROSA. NM= COMTE M i SET 1/11110* MON ROO M/PAR SWIPED T •ONES R■NO 1/1-p IR0* ROO ryRlr POM O PX -PUL 1'R Y.) REOUIRMp1 (BEE NOR 5) DE !0031 EASERRDP EE aEL NC EASEMENT 0 RNNNE RE OENT MC M4IEYATER EASEMENT ■E 10,091ERLPE U90OR PUT BOUNDARY SEE SHEET 6FOR LINE AND CURVE TABLES MEET/ OP* QUIDDITY ENGINEERING Job No. S0870-0123-00 LIT ENGINEER&LAND SURVEYOR PRELIMINARY PLAT OF R 0 30 100 200 J00 OSO CREEK CORNER PHASE 1 L QUIDDITY A103.015 ACRE TRACTOF LAND,BEINGALLOF LOTS 8,9,13,14, AND A PORTION OF LOTS 10,12,AND 15 SECTION 34,FLOUR • Y141'"`F•`"'•o°L 140"'"•""'-'.'. "- '' BLUFF AND ENCINAL FARM AND GARDEN TRACTS,IN VOLUME CONTACT:Joseph E.Port v,PE •A",PAGES 41-43,MAP RECORDS,NUECES COUNTY,TEXAS, CONTACT:Toy A.TrPDwIh,RPLS CORPUS CHRISTI,TEXAS •!,F� DATE OF PRINT:July 14,2023 • tion ` Is Mtla Right n S Way Agreement - - --Est Easement �— _OPR �01551Y, -�� _ Is Contingent on Sales Agreem4nt BQ.00Bpi �S W121Ull15 " - —I-�!F- -`nr -g ���� Ity ' NIN City E Corpus Christi pp R. C.T. 551 Y. E / , .,-- j' !m'R-Ow�-uL'"'n TEST rsHerrz Iti!!� L`��EXlingt2"-- � ---[ —! YORKTOWN BLVD- ` 4 SNEET 3lWatarlMne — u l \\� ; - x.� srn!'Ir•E rR0]e• 00= b_.y -.__\\�aLViLL"VV� •/ --- -- -s el'HI6•E 6JHN - - r ,RJ'°} n- -ssaer'- vvvvvv Connect Prop �� ✓LV -_-- -_ LOCATION MAP 1YWaterllne to j \• - -�`.'R �' p o ��,—^--6� q.e 6 V S'EE-- — EXblhq 12' 15'*Ids UtHty \ SO' IILL 5.11E a J\• o,l-- 7,)• I I II / ! 50'rn SHEETS LEGEND SCALE:1'•3000' WatPrIXR --I _-. 019. Sq yfl i V O I i pi I Y 1111 p 1 J/ / I �� IB A ts'Wide ' N -— YARD REQUIREMENT ,( / -�` Y �. 1 \/ I a �' a. Doc./2006015519. 5 -------- OISIIING FASDIENf ..I t- o S'IE ry '" ' I o7.R.B.C.T. KEY MAP I —a PRE-�VQOPMENT��ARROW I I �1 \�N\ "' n I�l C. f 5'UE GENERAL NOTES N POST-DEE\'ElOPMEtR FLOW/1RRD1Y - /I(I ' I l �,/ I 1111 1d WWF 1. TOTAL NUMBER OF ERROEBUILDABLE IOR:e 0 RAT BOUNDARY I 4 I I 2. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS r�'` / II III PROPERTY G THE OSO CREEK.THE ICED HAS CLASSIFIED THE A0UATC UKE UTILITY LEGEND S / S,H1E(rEI II N III USE FOR THE 050 CREEK AS'EXCEPTIONAL'AND'OYSTER WATERS'.TCFD Z —WA— PROPOSED WASTEWATER (I —I�' I ALSO CATEGORIZED THE 050 CREEK AS'CONTACT RECRUTIDN'USE. �i �N I 111 3. THE BEARINGS,DISTANCES,AREAS AND COORDINATES SHOWN HEREON a —SS— PROPOSED STORM SEWER i I C 10'PEDESTRIAN ARE TEXAS COORDINATE SYSTEM GRID,SOUTH ZONE)NAd$3),AS C •— PROPOSED WATER J,Kp' I i a EASEMENT(BEGIN) DETERMINED BY GLOBAL POSITIONING SYSTEM LOPS)WITH NOS OPUS tea, r TSPOST PROCESSING.THE UNIT OF LINEARMEASUREMENT IS U.S.SURVEY 0 EDITORS OVERHEAD ELECTRIC • • ` II III I FEET.TOCONVERTGRID DISTANCESTOSURFACE,APPLY THE COMBINED Z EXISTING GAS IF. ti J ' II III GRID TO SUflFACE SCALE FAROR OF I.00DD1./ 4. ALL ELEVATIONS SHOWN HEREON ARE NAVdee DATUM,AS DETERMINED LyJ12 — — —_MI \-� t iI� III BY GPS OBSERVATION. Lyl I 1 S.THE YARD REQUIREMENT,AS DEPICTED,ISARNSRA MENT OF THE UNIFIED Z IIG III DEVELOPMENT CODE AND I5SUBLECTTDCHANGEAS THE ZONINGMAY es CHANGE Z 1 / \\ /•^ 5'EE III - II / 6.THE TOTAL PLATTED AREA CONTAINS 103.299 ACRES OF LAND INCLUDING 41 1 M1 ill STREET DEDICATION. iy I.•` �• \ I 11. N a III J.ACCORD CTORED II,FLOOD INSURANCE RATE MAP,PANEL 4B355C054OG, i / 5'OF W + I / DATED OCTOBER 13,2022,PORTIONS OF TNIS TRACT ARE LOCATED IN S'UE \ ` R I UNSHADED ZONE"%"B SHADED ZONE"X'. 5 -----• • -- - •�• I Sd YR , III a d �, _I / B.A[CORDING TD THE NAPONAL WETLANDS INVENTORY,POTENTIAL a' WETLANDS WASTEWATER ON SITE. I I • I / �I F I 9.WATER.WASTEWATER LOT/ACREAGE AND PARK FEES SHALL BE PAID PRIOR A S1,DI}O'W roam' �tZR/ H III Id WIVE TO RECORDATION OF THE FINAL PUT. — — 1 > ) LOTl •—/N' /II ]O.ALL UTILITY AND TEMPOMgY ROW.EASEMENTS DEDICATED BY SEPARATE _ SWU Ali 1p' LOT INSTRUMENT SHALL BE RECORDED AND LABELED ON THE FINAL PLAT. �- '1/Ia • 19.939AC �, 11.RA[H LOT WITHIN THIS PLAT SHALL CONFIRM TO ZONING DEVELOPMENTTLY '�'� 1 VET 28.370 AC �LO y / 8�51ESF I I STANDARDS(UDC4.3.3)THE FINAL PLAT S REQUIRED TO BE CONSISTENT —— 'I I F 1,135,9625E TO THE ZONING DEVELOPMENT STANDARDS. - - , \-/ J J`_. N IJ G ,dI' SI/E 13.THE DEVELOPMENT, L FARM BUILDINGS AND SINGLE FAMYRESIDENCES,WISTLY LL BE DEVELOPED WITH IN I c Iq� \/ `II IJ f— TWO PHASES TO INCLUDE RETAIL SITES,MULTIFAMILY,EDUCATIONAL AND II SW yR SINGLE FAMILY DEVELOPMENT.SINGLE FAMILY DEVELOPMENT IS 4 L— -2o I'' ti ANTICIPATED TO CONTAIN APPROXIMATELY 4.5.5 UNITS PER ACRE.THERE ARE NO EXISTING DRAINAGE STRUCTURES ONSITE.IHE SITED PROPOSED ,i —I` -- FS TOOUTFALL TO THE EAST INTO OSO CREEK. e'S 13.THE PROPERTY D NOT IN THE AIR INSTALLATION COMPATIBLE USE ZONES Me 20'TO R PUBIC ROW I / THE ES. —gg'.: I STARRY ROAD I I SI.THE ENTIRE PROPERTY LIES WITHIN THE CITY LIMITS OF THE CITY OF CORPUS CHRISTI. EMAq Vol.'A'Po 41-43 ill 1‘ I 15.THE STARRY ROAD ROW WITHIN THE PLATTED AREA WILL BE VACATED. J I— —g'S I I ! I I OMCT—ORIOFL BLECLS cdalry 1% Cl, L2E�I I - OW -�0®RECO 9 SUEDES COLIMY NUECES COW,� 1 In - - O 6 I •• T—Eo1/2 OS rR0 RIXN/CN'STAMPED _/ / c 1 I I T_ PROW 1/2-INCH _ MUM PX-00, _ I • 1 I I It MRRm FAau YM (sLF HOPE 5) I — — I �- \ I I '`�i ; I ¢ ElECIIIICEXr WINCE FASENEM • N 18.117r'E 313AY • •' ITi I NAIEIRH FA 1 ��Iy� A q I I s'uE R R J _ I S'EE I z 41 I 1 �— I III 7}I I 10'1EDESTRIAN I1 I I e � I I EASEMENT ONO) IIIRI O I` \\ ,\ Ill I LOS CH/COS DRIVE r /W'V C/CROW/ III tl1 10.11E ID,WWFS EF — 1�P III N _ ___ I ) �Y� \" I 11 1 'I lt S IFT9OM'E 44845•• I — — II� \ 'R t_t srrTaroe'E sF4 a' • I ■` II 4F t .N rr YlbR'I MROD' • III ��r J Ih _ - - _ I I` t0'UE- ' IIII"�RFi ' 10'WWE S'HM1E S'UE 4 I N 617435'N 650rr' �_ L II r LL 5'u LOTH 5'E /' F3 •� 40.138AC T --- - _ ': ,j 111�SEE 1,748,4075E RYYR-, SEE SHEET 6 FOR LINE a PEET!Qci 1 AND CURVE TABLES aR I! CIVIL ENGINE CR&LAND SURVEYOR PRELIMINARY PLAT OF i I 0 30 100 300 300 OSO CREEK CORNER PHASE 1 'W ,4 L QUIDDITY A 103.015 ACRE TRACT OF LAND,BEING ALL OF LOTS B,9,13,14, AND A PORTION OF LOTS 10,12,AND 15 SECTION 34,FLOUR "' J� usoF"'Ln�l+es"°"�s.;.:e.Fe";.N'Sms":s";'�^.°�" N`.>•ssoosss BLUFF AND ENCINAL FARM AND GARDEN TRACTS,IN VOLUME B_ CONTACT:Joseph E.York V,PE CONTACT:Troy A.Tro6weh,PALS "A",PAGES 41-43,MAP RECORDS,NUECES COUNTY,TEXAS, CORPUS I,TEXAS �8 r • _� DATE OF PRINT:July 14,2023 _ _ ' , _.-25'Ma Right-of-W.), �YpsS _ ___ ib' Eaemeat— _ '/ ="1 •^H`_'_41".^".-e Eaamest _ _ — _ Doe/200501551B, +�T Dae/2006015518 .YORKTOWN BLVD IRV ROW-EXISTING_- QP.RaC.T. _ a SHEET` 8Rl� OPR.B.C.T. 3V ROW-ULTIMATE) • SN /1. TZ-—cam. .,n- _ _ :._\•s snMYJ a Fxnzn—mow- -�'.h-11,-ALA+M— li_ tv, LOCATION MAP s'EE 7 -�-_ \� I ' `1 ND \ ` ' 1 1 • SCALE 1"=3000' p LEGEND 50'yR I O -- YARD REQUIREMENT T J\ ` / a� I I eI tt 111.11111111 N EXSMNG EASEMENT ) —+• PRE-DEVELOPMENT FLOW ARROW / I �� I\ I\ \ \ O KEY MAP I —o- POST-DEVELOPMENT FLOW ARROW g 1 ' '"- 1111 GENERAL NOTES CO PUT BOUNDARY _FE W W h / \ �s 1. TOTAL NUMBER OF BUILDABLE LOTS:4 0 UTILITY LEGEND I \ e 2. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE OSO CREEK.THE ICED HAS CLASSIFIED THE AQUATIC LIFE PROPOSED WASTEWATER / /`J i I \ \ USE FOR TIE OSO CREEK AS"EXCEPTIONAL"AND"OYSTER WATERS'.TEED Z S ALSO CATEGORIZED THE OSO CREEK AS"CONTACT RECREATION"USE. 0— PROPOSED STORM SEWER / Z A N \ 3. THE BEARINGS,DISTANCES,AREAS AND COORDINATES SHOWN HEREON —J— PROPOSED WATER \ —Xi'''. 2 �' \ ARE TEXAS COORDINATE SYSTEM GRID,SOUTH ZONE MAIM),AS • --ac�SF-+�— EXISTING OVERHEAD ELECTRIC DETERMINED BV GLOBAL POSITIONING SYSTEM(GPS)WITH TUGS OPUS 1� / \ POST PROCESSING.THE UNIT OF LINEAR MEASUREMENT IS U.S.SURVEY Z Gs---Gs-- EXISTING GAS 3 I FEET.TO CONVERT GRID DISTANCES TO SURFACE,APPLY THE COMBINED Z f't 1 Q GRID TO SURFACE SCALEFAROR OF l.0000e. a _ /\ J I / JLJ �y ` \ \ 4. ALL ELEVATIONS SHOWN HEREON ARE NAVD'BR DATUM,AS DETERMINED VJ BY GPS OBSERVATION. UI Z I 10'UEI O \ \ 5.DIE YARD DEVELOPMENT ICODE AND IS SUBJECT TO CHANGEREMENT,AS OEPICTED,IS A AS THE ZON ZONING MAVREMENT OF DIE IEO S 1 ../ FE / 1 I 5'11 POTS tIONS OF LOTS 9 Er 10 CHANGE. \ / O MPM7DEVELOP ENT LP \ 6.THE TOTAL STREET DEDICATED AREA CONTAINS 103.299 ACRES OF IAND INCLUDING b I 50'YR I II r DOC.No.2022035657.O.R. \ 7.ACCORDING TO FEINT CO FLOOD INSURANCE RATE MAP,PANEL 083555000, DATED R 13,ZOZZ,PORTIONS OF M RF IS TRACT A LOCATED IN II UNSHADEDDED ZONE"X"&SHADED ZONE"X". O S'WSE II S.ACCORDING TO THE NATIONAL WETLANDS INVENTORY,POTENTIAL WETLANDS EXIST ON SITE. \ K I fOa 9.WATER,WASTEWATER LOT/ACREAGE AND PARK FEES SHALL BE PAID PRIOR I AII �•�Y MITT RECORDATION OF THE FINAL PLAT. _ ]o.ALL F1YAND TEMPOM ROW.R .FASEMENIS DEDICATED BY SEPARATE LOT2 , / J/ ' \ III La'WIVE INSTRUMENT SHALL BE RECORDED AND LABELED ON THE FINAL PLAT. 11.EACH LOT WITHIN THIS PLAT SHALL CONFIRM TO ZONING DEVELOPMENT 28.374 AC / ThI' I (BySea (-rote ) STANDARDS(UDG.3.3)THE FINAL PLAT D REQUIRED TO BECONSISTENT 1,235,962 SF y I I IrISIrITeR)T ) TO THE ZONING DEVELOPMENT STANDARDS. `� II I BYDDNrTI ' 12.THE DEVELOPMENT,CURRENTLY MOSTLY UNDEVELOPED WITH SEVERAL 1 III\ FARM BUILDINGS AND SINGLE FAMILY RESIDENCES,WILL BE DEVELOPED IN +— / / t \ I III v ( SINGLE FAMILY DEVELOPMENT.IWO PHASES TO INCLUDE ISINL GLE FAMILY DEVELOPMENT ITES,MULTIFAMILY, S AND / ,4.` I I III ANTICIPATED TO CONTAIN APPROXIMATELY 4.S'S UNITS PER ACRE.THERE I to 1 \ ARE NO EXISTING DRAINAGE STRUCTURES ONSITE.THE SITE IS PROPOSED / -- / IIII T000TFALL TO THE EAST INTO OSO CREEK. 13.THE PROPERTY IS NOT IN THE AIR INSTALLATION COMPATIBLE USE ZONES / I 'I i ; MEM). 1 1A.THE ENTIRE PROPERTY LIES WITHIN THE CRY LIMITS OF THE CRY OF 11 II TS 1 CORPUS RYRIST. \-� I III 1 L. IS.THE STARRY ROAD ROW WITHIN THE PUTTED AREA WILL BE VACATED. 111 Ii MEW '�� 1 II;.k 1 OPRI CE—CFTC.AYE Rm010B MECO COUNTY TX ORM.E —0®RECORDS N!®cow,.DI ‘1 11 1 WINCEX' YIP RECORDS MRm COUNTY TX 1 111 1 T SET I/2-INCH ARI ROD DX/CAP ROMPED \_ / 1I11 1 1 'F" •JONES FOUND I/2-IwI BEN ROD II\ \ \ YPK FOUND PK-NAA I 1I \\ 'M -YARD EASEMENT (SEE NOR 5) ECCE ELECTRIC FAROIE DIVONCE E j IVilkSitVATER EASEMENT RE E WLTFRLRE MOO. I\\ �_ J III ` `\ -���' �SEE 10'UE �� NB1j '� \ \ 1C WIVE'I s MAN E IPA OR' - LOS CyN/CO��i DR/VE�- %• SUE \\ 5 nTJW"E SEC OW k it Los - CSB� Ste% 5 HY UE \\+ \ _ i!i (4V PUBLIC ROW) _ �_�� ���' fa WU' sEE \ \ t --- ----------- - S'UE l '1 50'YR 9' 5'WLE 5 EE� �� LOT _•- f E ,748,4 7S s WlE �\ 12 �_ SD'nf 1,148,4075f I � % I SEE SHEET 6 FOR LINE AND CURVE TABLES SHEETS 008 je I/ CIVIL ENGINEER&LAND SURVEYOR PRELIMINARY PLAT OF R 0 SD 100 200 500 OSO CREEK CORNER PHASE 1 L\ QUIDDITYSCALE A1E8.015 ACRE TRACT OF LAND,BEING ALL OF LOTS 8,9,13,14, E "IN,aE"Swim sM4M'„'.5:.;;Su�P:iio:`.'ss°iiF100 AND A PORTION OF LOTS 10,12,AND 15 SECTION 34,FLOUR • 7sw °,'nS�':<I.: BLUFF AND ENCINAL FARM AND GARDEN TRACTS,IN VOLUME ' CONTACT:Troy A.JosephE.YOYL V,PE Troy CONTACT: A. "A",PAGES 41-43,MAP RECORDS,NUECES COUNTY,TEXAS, Tmb4ueh,RPLS CORPUS CHRISTI,TEXAS DATE OF PRINT:July 14,2023 �-�Y Aar ( I I i, 81}l� I18 �� { o I I SHEET I SHEET 1". tz --,..,,,,,. ..........9y I 11 Way 1 \.,. ) . tI LOCATION MAP "'•o {� I I 8.00 ACRES SCALE:1"=3000' g GRANTEE CORPUS CHRISTI • I I SHEET 5 i ilk i LEGEND - i 1 ISLAND APARTMENTS VILLA I I 8 MANAGEMENT GROUP,LLC —— PAIR)REQUIREMENT M s • DOC/2021027228 oe I 11141111 EV I;IO.P.RN.C.T. I EXSITING EASEMENT < Ar p —,- PRE-DEVELOPMENT FLOW ARROW — — I I{ 8 11 KEY MAP OI O POST-DEVELOPMENT FLOW ARROW f I I GENERAL NOTES ED PLAT BOUNDARY II \ I �S MIOY!'w LIMA' 1. TOTAL NUMBER OF BUILDABLE LOTS:4 W T 3: 2. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS H UTILITY LEGENp ---""-"' P I PROPERTY IS THE OSO CREEK.THE ICED HAS CLASSIFIED THE AQUATIC LIFE • _ 1.140 ACRES USE FOR THE OSO CREEK AS"EXCEPTIONAL"AND'OYSTER WATERS'.TCEQ 2 PROPOSED WASTEWATER GRANTEE CORPUS CHRISTI ISLAND I Fa I ALSO UIEGORIZED THE OSD CREEK AS'CONTACT RECREATON'USE. Z APARTMENTS VILLA MANAGEMENT CROUP,LIE —-Rs— PROPOSED STORM SEWER 00CIT2021D27229 e—, I AR I 3. ARE TEARS COORDINATE E SYSTEM GRID, OU SOUTH ZONE ASREON Y N ARE TEXAS[OORDINAIE SYSTEM GRID, ZONE(RADIO),AS W PROPOSED WATER .f O.P.R.N.C.T. I a I I I DETERMINED BY GLOBAL POSITIONING SYSTEM IGPS WITH NG5 OPUS .'Y-,-- EOISRNO OVERHEAD ELECTRIC ' LIFO AcREs �1 x I POST PROCESSING.THE UNIT OF LINEAR MEASUREMENT IS U.S.SURVEY .....-"c'.t:---G. EXISTING CAS V 7I_�. I GRANTEE USA INN 046IAxDERs / !1 t I I FEET.TO CONVERSURFACE SCALE DISTANCES ACTORoEI,SURFACE,APPLY THE COMBINED M 1 f •• GRID TO SHOW FACTOR OF 1.00000. flAX '`�' OOCy2a�0I4635 .W 1 4. ALL ELEVATIONS SHOWN HEREON ARE NAVE/86 DATUM,AS DETERMINED 1I,a: YR 1. TN—WW—g W or—1,. 91 BYGARD . — e� 5.THE YARD REQUIREMENT,AS DEPICTED,IS A REQUIREMENT OF THE UNIFIED 2 0.224 ACRES Connect to I5'WWE RE 'I DEVELOPMENT CODE AND IS SUBJECT TO CHANGE AS THE ZONING MAY a UFT STATION I- •• V URN AEETDRorYte $ B I CHANGE. Z OF CORPUS CHRIS I SttlUon Instrument = I I 6.THE TOTAL PLATTED AREA CONTAINS 103.2,9 ACRES OF LAND INCLUDING W DOC42017043998 I y $ By Others) } I LOT4 STREET DEDICATION. O.P.R. I)le I 40.138AC 7.ACCORDING TO FEMA FLOOD INSURANCE RATE MAP,PANEL 48355[054OG, 2 M LI�•10'WWE DATED 000 ZONE 13,2022,PORTIONS OF THIS TRACT ARE LOCATED IN 0 ' I 1,748,4075E UNSHADED ZONE"X"B.SHADED ZONE•X". _o B I 5'EE 8.ACCORDING TO THE NATIONAL WETLANDS INVENTORY,POTENTIAL I1� WETLANDS EXIST ON SITE. I I I ROE 9.WATER WASTEWATER LOT/ACREAGE AND PARK FEES SHALL BE PAID PRIOR 3 I �„ 6 I� TO RECORDATION OF THE FINAL PW.E .l ]0.ALL UTILITY AND TEMPORARY R.O.W.EASEMENTS DEDICATED BY SEPARATE II{I y 5003 ACRES 10'night-of-Way 0R FI �50'YR INSTRUMENT SHALL BE RECORDED AND LABELED ON THE FINAL PUT. ll W5.003 DEED ae¢4n4n I 31.EACH LOT WITHIN THIS PU SHALL CONFIRM TO ZONING DEVELOPMENT •{ MAY 24.2021 (By Others) STANDARDS IUDC4.3.3)THE FINAL PUT IS REQUIRED TO BE CONSISTENT II I I II GRANTEE:MELANIE MLLARREAL TO THE ZONING DEVELOPMENT STANDARDS. JENNINGS a I 12.THE DEVELOPMENT,CURRENTLY MOSTLY UNDEVELOPED WITH SEVERAL DOC/2021028118 L. FARM BUILDINGS AND SINGLE FAMILY RESIDENCES,WILL BE DEVELOPED IN �1 ,Q TWO PHASES TO INCLUDE RETAIL SITES,MULTI-FAMILY,EDUCATIONAL AND I 1 { V SINGLE FAMILY DEVELOPMENT.SINGLE FAMILY DEVELOPMENT 15 ANTICIPATED TO CONTAIN APPROXIMATELY 4.5-5 UNITS PER ACRE.THERE II�I Ir,tN.V _� IL I TOO TDAALL TO THE FEAST INTARE NO EXISTING DRAINAGE OOSO CREEK.NSRE.THE SITE IS PROPOSED IPROPERTY 13.THE IS NOT IN THE AIR INSTALLATION COMPATIBLE USE ZONES lll I 14.THE ENTIRE PROPERTY LIES WITHIN THE CITY LIMITS OF THE CITY OF III€ I 1\ ' CORPUS CHRISTI. 15.THE STARRY ROAD ROW WITHIN THE PLATTED AREA WILL BE VACATED. { LECErIQ �., I l I O --OORIG.PU611C RECORDS NUECES COUNTY TX / •�-/ PNCT SCE ----DEED RECORDS NUECES COUNTY TX III)§ I I MICE---MAP RECORDS NUECES COUNTY TX Y --• ES1/2-INCHEA'NON RCO(Mi..BPAM - vII S I T ` '`` -me - FiDUNDuwo/1-INCH IRON ROD Vr¢6m I III LI I 6 i♦ serrri'a mar-, \ --- TARO RE��QR(SDD NOR s) �p 1 ) EE----ELECTRIC EASEMENT I 20'TO cL PUBUc ROW ,L a-- —DRAINAGE FASDOFr e o III ARRY ROAD VDT,'A' !R WAE-----WTRALMAFx usQpr { N `�I PC 41-4,3 PR 41-4.7 \ 5'EE /{JI IKE_----WATEALNE MOOR LOT DOE II I fm �s i :5'ME ✓3.555AC I r I I 154,853 SF 119 I I,\ I \ "��- I / zo'rR II 50'YR s ( 1 { ' 1�20 --- R I III I ` '1) > ) 40• ROAD TO BE \t°I II -' 5'ME- 2{- = y,"po FiPea 1 t` \ Ew WTT772'IS sour �- O, ' •, MAVALNE P�'� a9 , < l�— =ti=.—= __ - . �..(so'vuauc-Row) ro. '/ `I2 LOT 1 —' /L2 (E WWE 11,00 ACRES CALLED lBS TIER to 1 I , CORPUS CHRIST ISLAND LOT 2 Instrument R fII lI I '� / APARTMENT VILLA MANAGEMENT�i 19.056 ACRES CALLED By OtAers) B€ DOC/202102/291 / L1 1/' MPM DEVELOPMENT LP 9 1 1 D.P.R. C J DOC.No.20220255577.aR.A �' E4 zi efi • SEE SHEET 6 FOR LINE T4 CFO t AND CURVE TABLES 4B if (IV II INGINEER&LAND SURVEYOR PRELIMINARY PLAT OF 0 SD 100 200 300 OSO CREEK CORNER PHASE 1 L QUIDDITY A 103.015 ACRE TRACT OF LAND,BEING ALL OF LOTS 8,9,13,14, a«:ss00if10D AND A PORTION OF LOTS 10,12,AND 15 SECTION 34,FLOUR • BLUFF AND ENCINAL FARM AND GARDEN TRACTS,IN VOLUME CONTACT:Troy Joseph.Troew`E.York n YE 'A",PAGES41-43,MAP RECORDS,NUECES COUNTY,TEXAS, CORPUS CHRISTI,TEXAS 74.4. DATE OF PRIM:July 14,2023 ) \ \ SHEET 1 SHEET i LOCATION MAP Mi SCALE:1' 300E — SHEET 5"" O O �. �\ LEGEND n N —--— YARD REQUIREMENT I KEY MAP OI DISHING EASEMENT \✓ GENERAL NOTES N CO -- PRE-DEVELOPMENT FLOW ARROW 1. TOTAL NUMBER OF BUILDABLE LOTS: 0VT 4 POST-DEVELOPMENT FLOW ARROW I 2. THE RECENING WATER FOR THE STORM WATER RUNOFF FROM THIS PUT BOUNDARY PROPERTY IS THE OSO CREEK.THE TCEQ HAS CUSSIDED THE AQUATIC CAFE 14 V . , USE FOR THE OSO CREEK AS'EXCE K AS ' RESTER WATERS'.TCEQ Z ALSO CATEGORIZED THE OSO CREEK 'CONTACT RECREATION'USE. UTILITY LEGEND / 3. THE BEARINGS,DISTANCES,AREAS AND COORDINATES SHOWN HEREON ARE TEXAS COORDINATE SYSTEM GRID.SOUTH ZONE INAURU AS 0 PROPOSED WASTEWATER DETERMINED BY GLOBAL POSITIONING SYSTEM IGPS)WITH NOS OPUS —OR— PROPOSED STORM SEWER /- / POST PROCESSING.THE UNIT OF LINEAR MEASUREMENT IS U.S.SURVEY (D FEET.TO CONVERT GRID DISTANCES TO SURFACE,APPLY THE COMBINED Z —R— PROPOSED WATER / / GRID TO SURFACE SCALE FACTOR OF 1.00000. ET ____‘„,-0-,— EXISTING OVERHEAD ELECTRIC II O. ALL ELEVATIONS SHOWN HEREON ARE NAVD'RB DATUM,AS DETERMINED W —OAS—CAS— EXISTING GAS \ • BY GAS OBSERVATION. W 4•1 - 5.THE YARD REQUIREMENT,AS DEPICTED,IS A REQUIREMENT OF THE UNIFIED Z LOT4 / I DEVELOPMENT CODE AND IS SUBJECT TO CHANGE AS THE ZONING MAY a 40.138 AC r \ CHANGE. 6.THE TOTAL PUTTED AREA CONTAINS 103.299 ACRES OF LAND INCLUDING IJ 1,748,407 OF I „SA --... \ STREET DEDICATION. t! T.ACCORDING TO FEFM FLOOD INSURANCE RATE MAP,PANEL SAOG, Fr BATED OCTOBER 13.2022,PORTIONS OF THIS TRACT ARE LOCATEDTFD IN IN O — \ 1 \ X"UNSHADED ZONE' &SHADED ZONE l'. C B.A /' CCORDING TO THE NATIONAL W ETUNOS INVENTORY,POTENTIAL O WETLANDS EXIST ON SITE. j \ ) \ 9.WATER.WASTEWATER LOT/ACREAGE AND PARK FEES SHALL BE PAID PRIOR ,/ TO RECORDATION OF THE FINAL PLAT. ]0.All UTILTIY AND TEMPORARY R.O.W.EASEMENTS DEDICATED BY SEPARATE `� 0 INSTRUMENT SHALL BE RECORDED AND LABELED ON THE FINAL PUT. ENT / / =\mil` I\ / 13 STANMROS UDC0.3EACH LOT WITHIN 13)TIE FINAL PUTISS PLAT SHALL RM TO ZONING M1EQUIRFD TO BE tO $TEM / ///7/i(f� �7�`� IL\) TO THE ZONING DEVELODMENT STgNDARDS. !\ 1 11 _ / 12.FARM THE OEVEIOPMENT,CUMENRY MOS1lY UNOEVEIOIED WRH SEVfMI Z �, �` -11 lill/ .'• \ a I I 1 \\ 1 • ELOPED IN \ 1W0 PHASES OS AND INCIUDEN RETAllLE A51TE5,MULTI-FAMILY,ILY RESIDENCES, EMIL BE UTONAI AND ��I ~ ( I 1-.1'� ,'S fI - SINGLE FAMILY DEVELOPMENT.SINGLE FAMILY DEVELOPMENT IS �// '� ` ` 1 / ANTICIPATED TO CONTAIN APPROXIMATELY AS,UNITS PER ACRE.THERE 'N�C�( 1 I t ARE NO EXISTING DRAINAGE STRUCTURES OH3ITE.THE SITE IS PROPOSED 0/ ,`__ ...® 4 } \ '' TO OUTFACE TO THE FACT IARINCRFFK. Z. ____.--,—.1 A.- ) / 13.THE PROPERTY 6 NOT IN THE AIR INSTALLATION COMPATIBLE USE ZONES —�•.-� � / /// IAICUA. 30.CTHE ORPUS HPROPERTY LIES WITHIN THE CITY LIMITS OF THE CT'OF CORPUS CHRISTI. / 1S.THE STARRY ROAD ROW WITHIN THE PLATTED AREA WILL BE VACATED. 1 YR \ IC LIE '/ �i i/ T---OfiMYi Punic RfIfUIDI MIMES COMFIT Tx _VI �, // / ' DIBXCT D®RED..NULL.WUMY TX MKT--IMP RECOROs NUE021 COUNTY TX i A,HE pAS'jdI s' ',aFs�cwrINEx'NON Mr M/CAP BTARPm pTAp� �' //'' T PIXMO lav-in TRW Roo LE �., /S'EE�i'� �IG � 'Mr -FOUND / y�/I6h�iP+"" YARD REi Urf yEDrt(BEE mu e) / // ...... ' Ewr IV WWE FE -EIECIWC EASEMDYT Ins Separate DE DRAINAGE EASEMENT YAE i���� � Instrument %REE WOE -RATE..w .'w SEMEN // i'� � By others) E �%L� LOT 11 !l 5.06 ACRES t •n DEVELOPMENT / / } ,T.2022024773.OP.H. .S....;.::....''' t. ��i `.,wNER 1D:534011 r �ii��i �� 40'(ROW)PUBLIC i� ROAD TO BE .....t.......5. � b- RELEASED V 4(: \5 C19 LOT 2 "N "- a \ R tS` -- 19.056 ACRES CALLED \ �T 3 Cf • WPM DEVELOPMENT LP 10.21 ACR DOC.No.2022025557.O.R. CITY OF CORPUS CHRIST 8 VOL._2209.PG. 4,D.P.R.• ' , li SEE SHEET 6 FOR LINE AND CURVE TABLES EFEETS QFd a, It CIVIL ENGINEER&LAND SURVEYOR PRELIMINARY PLAT OF R 0 50 100 300 LEGEND OSO CREEK CORNER PHASE 1 L� QUIDDITY 200 TARO REQUIREMENT A 103.015 ACRE TRACT OF LAND,BEING ALL OF LOTS 8,9,13,14, SCALE:/' 100' EXSmNG EASEMENT AND A PORTION OF LOTS 10,12,AND 15 SECTION 34,FLOUR tl .Ts< ..'. •. .. ow.su' -- PRE-DEVELOPMENT FLOW ARROW BLUFF AND ENCINAL FARM AND GARDEN TRACTS,IN VOLUME d CONlgcl.Iowan I.YorL Y.PE POST-DEVELOPMENT FLOW ARROW ..A",PAGES41-43,MAP RECORDS,NUECES COUNTY,TEXAS, ' CONTACT:Troy A.Tmpaueh,RPLS PUT BOUNDARY CORPUS CHRISTI,TEXAS 4:4/ DATE OF PRINT:July 14,2023 \ / UTILITY LEGEND %' \\�\�\ \\` \ '-- — ✓ —R.— PROPOSED wAsiEwATER , . \ —SS— PROPOSED STORM SEWER • a\ 1 ) ( r �Y A \ ^ ` I I co PROPOSED WATER SHEET ZI� SHEET3, 1 SP EXISTING OVERHEN)ELECTRIC ^m \\\ / �\ / EXISTING GAS \\\ I p LOCATION MAP \ �\�\ 1 ) r1 .Y r il\ sHEETs O SCALE:1..30W \\\s A. 1 / / 1111 STATE OF TEAS COUNTY OF NUECES ' \\S \ ' J \ \��� / L } \ SHE_ \ \\\ N In WE MINA HOMES INC.,OWNERS OF THE LAND SHOWN ON THIS PUT,ACTING BY \\ Variable Width Drainage Easement \` t AND THROUGH MOSES MOSTAGHASL AUTHORIZED AGENT,HEREBY DEDICATE TO \ O THE USE OF THE PUBLIC ALL STREETS,ALLEYS,SQUARES,PARKS,WATER COURSES, \ \\ (BY SCPOMe Instrument BY Others) \,...-- ` \ KEY MAP DRAINS,EASEMENTS,AND PUBLIC PLACES TEl SHOWN FOR THE PURPOSE \\\ b \ \ �FTMA FLOOOPLAIN O ANDCONSIOMTDN THEREIN EXPRESSED. \� \\\ \ ' / GENERAL NOTES m 5' Y 1. TOTAL NUMBER OF BUILDABLE LOTS:4 0 \\ \r./ 2. THE RECEIVING WATER FOR THE STORM WATER RUNOFF FROM THIS BY: ~ / , IhE1RlKatl \ _ ) PROPERTY IS THE CREEK.THE TCEQ HAS CLASSIFIED THE AQUATIC LIFE • MOSES MOSTAGHA51,AUTHORIZED AGENT RI. \ SA MUM USE FOR THE OSO CREEK AR'EXCEPTIONAL"AND'OYSTER WATERS".TCEQ ��� ) \ ALSO CATEGORIZED THE OSO CREEK AS'CONTACT RECREATION'USE. 7• YJ '''' rLY'\� LOTH - �\ 3. THE BEARINGS,DISTANCES,AREAS AND COORDINATES SHOWN HEREON i �`\ 1 7.07 ACRES \ ARE TEXAS COORDINATE SYSTEM GRID,SOUTH ZONE WFFO 3),AS MPM DEVELOPMENT LP DETERMINED BY GLOBAL POSITIONING SYSTEM GPS WITH TUGS OPUS \ 1 DOC.N.2022024,73.O.P.R. \ I 14.634 ACRES(CALLED) \ I ) SO'YR \ MPM DEVELOPMENT LP \ POST PROCESSING.THE UNIT Of LINEAR MEASUREMENT IS U.S.SURVEY (� STATE Of TEXAS OWNER ID:534011 \/ \\\ A DOC.No.202202555S.O.R. FEET.TO CONVERT GRID DISTANCES TO SURFACE,APPLY THE COMBINED Z COUNTY OF NUECES N 1 \\\ GRID TO SURFACE SCARF FACTOR OF 1.00004. �} 111 I 4. ALL ELEVATIONS SHOWN HEREON ARE NAVO'BR DATUM,AS DETERMINED BEFORE ME,THE UNDERSIGNEDAUTHORITY ON THIS DAY PERSONALLY APPEARED _, \ \\\ \ • BY GPS OBSERVATION. IF�AMI MOSES MOSTAGHASI KNOWN TO ME TO BE THE PERSON WHOSE NAME IS \ \\\ 7'1 j ' \ } 5.THE YARD REQUIREMENT,AS DEPICTED,IS A REQUIREMENT OF THE UNIFIED L TASLAIBED TO THE FOREGOING INSTRUMENT,AND ACKNOWLEDGED TO ME • ( \\\ 11 < / [HANG DEVELOPMENT CODE AND I5 SUBJECT TOCMNGE AS THE ZONING MAY THAT HE EXECUTED THE SAME FOR THE PURPOSES AND CONSIDERATIONS \ SSS \ I ' CHANGE. Z THEREIN STATED. \\\ RE 6.THE TOTAL PLATTED AREA CONTAINS 103.299 ACRES OF LAND INCLUDING W Jw� STREET DEDICATION. GIVEN UNDER MY NANDAND SEAL OOFFICE THIS LOT4 \\\ L\ J.ACCORDING TO FEMA FLOOD INSURANCE RATE MAP,PANEL 48355[054OG, 39.831 AC \ DATED OCTOBER13,m22,PORTIONS OF THIS TRACT ARE LOCATED IN DAY OF ,m 1,735,046 SF \\\F \ \ UNSHADED ZONE'X'R SHADED ZONE ETLAND'. C3 \\\e% � \ �- \ 4.ACCORDING TO THE NATIONAL WETLANDS INVENTORY.POTENTIAL \ \\\•� n \ \I % WETANDS EXIST ON SITE. j 9.WATER WASTEWATER LOT/ACREAGE AND PARK FEES SHALL BE PAID PRIOR O \\\\y ~ J� \\ TO RECORDATION Of THE FINAL PLAT. NOTARY PUBLIC IN AND FORESEE STATE OF TEXAS \ U\\R .it 4 J/ \ 10.ALL UTILITY AND TEMPORARY R.O.W.EASEMENTS DEDICATED BY SEPARATE \\SS R ( \ EACHLOTWT IN T:::ECORDED CONFIRMLEDONING DVELOPM11.EACH LOT WITHIN TLAT SNAIL CONFIRM TO ZONING DEVELOPMENT % NE \`\i{\\ STANDARDS INGC4THE FINAL PUT IS REQUIRED TO BE CONSISTENT�AYF TEXAS OF Q \\\^ \>< )- TO THE ZONING DEPMENT STANDARDS. LA,A \\ 1\LP12.Ts.:;B: OPMENTMENTLYMOSRSODNCES,WSL WTHSEVEML /7 ', FARM BU PHASES TO INCLUDE RETAIL WIII BE DEVELOPED IN I,THE YCERTiUNDERSIGNED,PROPERLICENSED PROFESSIONAL NSIDERENGINEER TIOIN THE STATE OF TEXAS, i S.VILE b TWO PHASES TO INCLUDE RETAIL SITES,MULTIFAMILY,EDUCATIONAL AND HEREBY CERTIFY THAT PROPER ENGINEERING CONSIDERATION HAS BEEN GIVEN THIS PUT. / � ( SINGLE FAMILY DEVELOPMENT.SINGLE FAMILY DEVELOPMENT IS i 3•E _ PAN mar ANTICIPATED TO CONTAIN EAPPROXIMATELY 45-S UNITS PER ACRE.THERE Ii 10'UE �ii .. EpASS •. MOW Asa 14NA 004M2(MN W04 04001.001.OMANI nAKP Ar1AYTT ARE NO EXISTING DRAINAGE STRUCTURES ONSITF.THE SITE IS PROPOSED ',� �%� pAGH - awn A0Y AWRY MJM4T Y' all 1 M a1.2,• MEW TOOUFFALL TO THE EAST INTO 050 CREEK. JOSEPH E.YORE V.PE NO.124934 3R04Y IG NV"J amts. Mar "TAW' ERwE ST .A• as' M nH'K M a ' 13.THE PROPERTY IS NOT IN THE AIR INSTALLATION COMPATIBLE USE ZONES STATE Of TEXAS �i%'n 'E�� (b elli anA # aIBREE COUNTY OF NUECES 5 �,16LL4Y - LF \ AIw// naTY 'gpBy'1t mime 'fY'V AMU'M MAY 14.THE ENTIRE PROPERTY LIES WITHIN THE CITY LIMITS OF THE CITY OF t n4J'at'W aM AV' aaW MAYY 1 aW aa' AMU'I. aM CORPUS CHRISD. I,MICHAEL A.ROMANS,A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE H •W•„0•� \ 4AMIBV 4DJa' JTIIY MI.11A1 46TA' .A' MMsESY( is.' 15.THE STARRY ROAD ROW WITHIN THE PLATTED AREA WILL BE VACATED. STATE OF TEXAS,HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT AND WASri IS WWE n1MM 4a1Y• MAW SAW.T Oro. as' awTY( 4R4. PREPARED FROM AN ACTUAL SURVEY OF THE PROPERTY MADE UNDER MY N/ IBY S0PAatr SUPERVISION ON THE GROUND. ��� \ / \ Instrument a44Y A.J.A.J. Ill.,( JN01 WO aWA"I nM i BY Others) as SOW A.# wAV4' nnA1 All, MM. 0 (MN]I'w ro>r' D—GEED�O NUE=ODDITY TX WK.PLUM IIECORDS NUCCES ooMnY IX aNn' 3JW0. a# av' LI M War*( at WOW MA.RECOILS ROLLER COWRY TX 'B• SETO1/2-404 EION ROO CM/tP SEWED WSW' 314Lb1 ro !1AIY• SIR. • � TROYAT0.0UMUGN,RPLS NO.6241 \ / A• IJAA' Ilv.# 4NM m1 MMrol4•( aM V' •FOUND 1/2-MOT ION ROD STATE Of TEXASI CI Sear 101.0 0.7 Y01C FOUN -IML COUNTY OF NIECES rm.' warm' um* a# Ma(al4'( nor Y. -YARD RERXXQllf11T(YE NOR S) sIiKD' L'bi1 INN aY MJ M4.tl14•( am' a THIS FINAL PUT Of TOE HEREIN DESCRIBED PROPERTY WAS APPROVED ON BEHALF OS THE \ LOT 12 W 1141Y 1(ET9Y -SAWA. MA' .0 ER -DEnRIC EA9EYDIT CITY OF CORPUS CHRISTI,TEXAS BY THE PLANNING COMMISSION. 5.79 ACRES 1a N, OE G D F MPM DEVELOPMENT LP cia moat Iran." �' SE IRE -WATERLINE EASEMENT THIS THE DAY Of 2022. ( 'F4 DOC.No.2022024]]3,O.P.R. Mt RAT mar. arP STATE OF/fr i OWNER ID:534011 M AAa• a 5 aa• M COUNTY OFNDEGSCM f a# 00111 aw' MM. I,BARA SANDS.COUNTY CLERK OF SAID COUNTY.DO Ma maw' man' p Nlnl NAEFCMERMK,FA.I.C.P. " ® AMOY AM*. IIA'ro' aNNT HEREBY CERTIFY THAT THIS PUT WAS FILED FOR RECORD IN MY OFFICE ON THE gB Secretary 400 nrr M1.Ia1 00 2210 DAY OF A.D.2022,AT NAND DULY / \ i ROAD EO BE \ M� MU' MMnI'A'M ROM( alA 55 A. OAST 42.0 2- MA' IOW RECORDED THE DAY OF A.D.2022,AT ,5 Etc Villarreal,P.E. -� /\� 1F• 1(aA• MTgIJ•( w1Rq• —M f5( CTIH RIM a anw' Jaw' ---- / •� e 4PPau( Amer mans' aAfJT ORO ^•••' IN THE MAP RECORDS OF OF SAID COUNTY,CM UAW I Jna' WNW NMAILOY Ea# -\7 FnJ I Y Jai( 1Jasr' IN BOOK/VOLUME ON PAGE GIP •201. MAC NNW1411 Ms, tater IN TESTIMONY WHEREOF,WITNESS MY HAND ANDOFFEIAL SEAL OF OFFICE THIS STATE OF TEXAS ,, / 'a m.o. .”at ma' tam' COUNTY OF NUECES AA em, AMU' 10007 010 SAW DAY OF A.D.2039. 1 THIS PUT OF OSO CREEK CORNER PHASE I IDS BEEN SUBMITTED TO AND LOT 4 en 1 20 000 AIWWW 00M STOOP N E> APPROVED BY THE DEPARTMENT OF DEVELOPMENT SERVICES OFTNECEIYOE �\ 15.0s ACRES mar MOW T(N1 aa' aw' FILED FOR RECORD CORPUS CHRISTI,TEXAS. CITY OF CORPUS CHRISTI US 1 af40Y JMAAT 4MC m.A( tl VOL.2188,PG.328.O.P.R. ! aro mr(O am2E5T a4M AT OYSOQ_M.,RATE THIS THE DAY OF 2022. us mslar J4Ea al4Y 0•0AT JnM JA# 1 BY \ KARA SANDS,COUNTY DEER;NIECES COUNTY,TEXAS il IUAN A.PIMENTEL,P.E.-DIRECTOR OF PUBLIC WORKS COUNTY ENGINEER MEETS�'0 S BY: 7N DEPUTY i! REFERENCE CONTROL/eErxw.uwWs coNsumrs SHEET CALL BEFORE YOU DIG! r.....d•awE:==._• «-----R—• ••'•• PRDIECT ND. • *Tav�� OR -R01,RIT .,auna«...:,......,—.r.....r«.er.....R,.....,TIP (..,.:,...„,,,..„,„„:::: Exhibit 2 .„,„7, or e:g ou 0.. """'°"""« 4,1 MILL OR OUST STDP AND uLL wos.,•,..R N,.«� e.xnrz..m+sounm.nwrRe.nE.,ernaone.nowx nvR 811\----' San POtricio CountyTHE LONE TA:11rlora NOTIFICATION COMPANY „PPS,,.,,T.,.,„.,,e,..o,,.o.a.,,ca.Re,..«.m,..N.K,.,,,,«a„R�,.«..o,or.,. «IO�E,,..,o.M R.O.a�,..,A.,,.T n„ww.Or..,NR,.R n.W w.R.NP.�«.,«,,. P AT 1-800-669-8344 xWx e u, ` C q� L '°Der NUECES BAY # 0 g� \V - *IWI 4$ c4"ry� +/ FPS p - Isxvs -Tr,�c CORPUS CHRISTI BAY Dx sn 4:40 xTDnlAnoxu k% GRAPHIC MAP SCALE �� Si.. i ti 5000 0 SODD MOO MOO '/T h '> � 41}„. PROJECT LOCATION �� 1 v ., / l. .1111.441VVIIII,Plir ig IC 0 4414,4(Air wily ,,..;,,,,r.,,,.., ,___ 4, , . ,e W TWx \14)r 1# ,,,,,,,4„. 4, Tt !i n i,C4J "'tit J �} Atatimefq 4,o I_ III falfilitillill°1141110ef v a w PROJECT LOCATION PLANS FOR VJ Bria A. Digitalysq,.tl try Rria A. Whitmire,P.E., o.::zoz3ne.WrM.cPM CO WA TER, SANITARY, DRAINAGE, & PAVING CFM,CPM D5-05'DO' VICINITY MAP FOR OSO CREEK CORNER SUBDIVISION — PHASE 1 RELEASED FOR CONSTRUCTION 0 PROJECT# 23P11022 WM A.W rIene..P.S.CM,CPI& JUNE 2023 fa D...IRman,Services TnOR••r 6 PREPARED BY Clt"Corpus CnneD pn OR00NDWAT ERIDEWATER INONOTE'. a.,a,wuam•««e In upc,eer. N THpPRE9ENCEOrORra,:TEReHOL. K/MLEY--HORN a SHEET O/ 75 ANTICIPATED ON THIS PROJECT.CONTRACTOR'S RID OfR SHALL INCLUDECONSIDERATION.DUR.PE WHEN 11700 KA TY FREEWAY SUITE 800, HOUSTON, TX 77079 RECORD DRAWING NO. HALL IN PERFORMING ECONSDOPERI NFO WRING ISSUE. WHEN PROVIDE ADEOW TE DEWATERING K CONTROL WcaOUNOWATER MANAGEMENT TO RELEASED FOR g DRAINAGE MOISTURE OF SOILS 281-597-9300 CONSTRUCTION: Director of Engineering Services Dote CRY PROJECT SHEET INDEX CONSULTANT'S SHEET NO. Nmellia Sheet List Table LEGEND BN•.L +�� en»I TWA Et�Tigl I. EXISTING CONCRETE PAVEMENT TO ; .L�.Oau MOO .("-•"""""' •�'r BE REMOVED as IELLvLR004 TN) 0TE p EET ss6EEST00•00a,.E =i EXISTING BUILDINGS TO BE REMOVED -BB/2023 '3 TYPICAL IONS -- •0rm.w.wn..a1•140. .S PROPERTY UNE . ..w.ar SAN SANITARY SEWER Oa.Ow wE•�a an O Y� STY STORM SEVER an.aw.uuan =__ A§Wk ;l OAP CORRUGATED METAL PIPE uP °1OaMGVC° I.or r S ^ y .i 11,11 0600 CPP CORRUGATED PLASTIC PIPE a OW v WRFC,.VOW P 215 RCP -REINFORCED CONCRETE PIPE 0901,0 IVA IWO TO Wan a vma.m.Toa.rnar ST. o1 MU IWO TO WIT (1Jfa m-MONITORING WELL i 4W W. wnr. ,�. E •MM. 0 -MANHOLE a ono w.STas,as•row w.10T;0.0TO a., Y •� —POWER POLE a Oslo NWSTREET.Vown.in.w..TOa..0 m 0 OSO‘Wf VW.PONT TAKE MN 2, •PP/T -POWER POLE W/IRANSFORMER a aowvma..O rawrrnY.uwa V) 2 oSO war POW Tn..I.,L..D.1 •PP/LT -POWER POLE W/IJGHT . noa.xSaa ur..nu(l0ra = N a aon..awaunna.,,o., a I..) •PP/CT -POWER POLE W/CONDUIT . nam.wamumuu„o.,, 'i. •MP -METER POLE ST rumwr rTE.a SUEv�.n..•.To 000 o e.w 2 lc O k Ca W •SP -SERVICE POLE SOa.a•.,Ea U '-- Dna WWI a sawn my tau 1.00TO IBM. O 1140 GAF -GUY ANCHOR - PASSm. w MIA.SW.PIP NI. 1140 T — O•.. 0 C A vn P -OVERHEAD POWER UNE . �.awre^.a awa n.(VAWaalTO Wi E • ONTO 0 •GP -GATE POST NWr... ,a am± w To ax.a saaa. U O DEB -DFCTwC BOX .• m.S • SOWN a .w.Owl...ra:a ,LTG BOLLARD . .wwa..ma.an.An•er... •WM WATER METER : a e.O°�CO" � W ,WN WATER RISER . MCC STOMAS nw.... . S.•au..MS w J F. TELEPHONE PIN m co«Nor w.w.•w. a n. 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(r) '1' IREMr w OF 0 = N C Z 2( 'DE D, • v NOT-LEI ASPHALT(H.) N �/O LN1 E%IRMCIRM.SIEVE ANALYSIS PER 500 TONS OR DAY ES (.) o TAB 006TY s SABUTY PER 500 TONS OR COY sat THEDRnrwL warty(00E ME11a0) PER 500 TONS OR DAY O 0 Sr liar V Tas TOIPEATURE-DURING LAY-CORN CONIINIDUS AS NEEDED T00001 5-M M ACE(COBS) PER 1000 LF STREET )- C r. M VO05 MACE(CORE) PER 1000 If STREET I• 0 R TIEDRETGL OM.-IN MACE(CORE) PER 1000 LF STREET (.D O CONCRETE 1HHTRpaat.He6rwa (UNCONFOED COMPRESSION.T.14,k 26 DAY) RR • k CUTER/CURB PER 500 LL CAC/CURB ( SD 00 OF 1 EWMIS AND CURB RAMPS PER♦0 VTT Z DRIVEWAYS PER 2500 SF cm Tram, rlH. a a CURB.POST EAC H GRATE INLETS PER 6 1 F BO%CULVERTS(COST-IN-PLACE PER:OD Lf WING.. PER EACH Ca AM,aewO U Lm STORM APRONS (SST-IN-MACE) PER 2 EACH 16 W wuP RIM..,00 APR k S.E.T. 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Waler GPM- 0 100 200 SOD CFS J ig �° '„' nMe PGOD-ADO GPM.MOD Peak Hos,Demand 1 If AMRFF Am3 Oa 10A133 D1 Am FIGw16P01 .36 MMh .4 lO.n3 LIMO OA. 88.1 318.18 Faialalballel Mn.NiMMIr 2,05 XS. Y6 LEGEND .1,Y.. EM 1},6] 1M}I I].}. m ),uE M..1 6011 ..... ]. 1.}H, ]fill] 1].)1 1T.12 M.NWI ].s 1]t,an 61;.0 0.eS. alp FUN]Nem evAeN e.. 1].}M S. MIS I.SA1 FOSCONSTIUCTIOI] LEGEND OH. mfi. A],SY I.A.M e]]. 9 rADPoxvunulY rAxMeH, ]1.1 a1 MI w WAN GM. - ]'y' 6m.6SD imA.]A x.lv6 Mr 3.11 d SHEET 7 el 75 ...ex,me —-— P.m.w./.. ]mN E1118 M).]M e18 .I. 1}411 Ile 00100PMTam EAvorur wvTNvw„eA we w."rm`"ri D.. - - RECORD DRAWING NO. -.'. _.III-.._ n'7^...... ___ noroae 0„,,,e WASTEWATER OEAMND NDTF 4 nOPOKEGMEXTRuIn WATER DEMAND NOTE �.. momeePemw wrote PCAMEWEFERECETHE 050005V SEWER CAPADI.CALCULATIONS.SENT ON OCTOBER g +} urMo.0 H.P.A. PLEASE REFERENCE THE POTABLE WATER HYDRAULIC ANAL WOK FOR OSO CREEK CORNER mrmr.�a r ]D)].FOR MORE INFORMATION REGARDING WASTEWATER FLOWS s cttr coAAuor.nOsrzEt cutvEA,off DATED NABCH],m)].FOR MORE INfORNANOeJ oN ESTIMATED ED WATER DEMAND. c. mEwwTIOSTEnwvEAT PIK are PROJECT/ r - r; + Ya✓sEd�EDN�L L 1 i_P.- -l' a -(1— `' I 1 I 1 I . _ _ 010 -- rJ _--.;_r cv,t I ' . - i iI „ ,: I I I 11 i 0 I \ I, \I D ' d �10 _ l . f PI 1 \ �� /� �� f ; Rc m 1 r,, v 9 e s 's ''s o I t — I'' , 1 � _ � '� I'' v / , I - = �'1 T C� \ )i / \ \ a L Q 6� r 6q c f D N m 3 s TO Hill 0p c# 9li s ' C 3 1i o z REVISION NO. DATE M. DEscwvnaN PENSION NO. DATE BY DESCRIPTION OSO CREEK CORNER -" a Kimley>>>Horn ' ''SUBDIVISION A ca, CITY OF CORPUS CHRISTI EXISTING DRAINAGE AREA MAP TEXAS [1/4t ' =' Deportment of Engineering Services i X[1 4 ; ' ) l' 1C"'.1119 -- -:w 4 , 114 DF n F n 5 ' „ i i I• ,t !,_. 0 ,i,4 [ r�` , �: §": ; - ON' i . 1'' - i:k \� 1§ -'� II 1 .A 1 V / 4\I\ -,° 2 3 _ tji 'il to Viii‘ i pl. 7 ' -, .,, - i 1 toittv:i4 ',, i i,i ' IV . ,• si, r' .••-''%%AO. ,. ' al 0 ,1 W ' ( rets:•,!::(0101-13.901.f."'*\7:0 , !,i , ,.....?, i E § p, 1 \ L,L'_4_ 4\-- , ,', i § 1 ' • I. hi\ , r' ,... : E i'•`+5 . .. ¢, -, , ..,.., .. ae®o 46Edobm1----'-1 1 I 1 '-e a. I - 1_;‘, _,�I 10V'1 ®D 40D IslBD s 1 tlBD n CIO: ° o I 1 - NIA i_,g8 pi D .,1n ill�D �D ��D 4BD 19 4 tliD 410 CIO i:i. $P tot wr :, ' tills 1 11 . Q� 1111P VVIlir,it,': , .1:s iiripi,-,1-. , _,, . __]'f , I , , op . D I I 1 P' 0 . , • 4 -t..-tir 401) 113031144#4.:11bri-1 1 g i"i' i,-..-. ' , I I I 0 Atki'.' . ,) i . ' 00 1 ; 3 i ; zl ! ! 2 it All_-:-.......0.-4 0 filo 1 li . u b FP--• -Alio ... , -,_tk,- __„, t:it'' /OM u a 4 .g°�$ � 8lli m 11 �" ,,1 AW i ^ ` yea t g ,/ _ RV19011 ND. OBE BY DESCRIPTION REVISION NO. DATE BY DESCRIPTION OSO CREEK CORNER �n-- "�, g SUBDIVISION Kimley>>>Horn = '-�. r[ STORMWATER BASEMAP&DRAINAGE CITY OF CORPUS CHRISTI �% rite .r: $ AREA MAP TExas17 WVAli�N, MORN ' Deportment of Engineering Services CONSULT-MT-5 SHED.NO. F.� i i.ELLr L BOEADRTN..S y.:......,3i6oa....., q�p*P ENaE°j`..- '`‘*1.',.''''Y'.c fj All ..",,, 1-ii 9of - 91R g" 4�� 82.80.AGES g ; a ao®,M.roe WARINVITT DEED YEARN AMP. lBps ° Y r.g �k 30` Op"an.8 - L.. n # A a ' s 3 •»: oaiPAN e„e i-i •I ; i1 i2C00 nee.I , 1D W ` _ 11111 II �——— — — — — —2I_: -_ I t 01 eo ISO \V n. 'tm Z V `10.PEOEeiRNN EAOEMEM rNaBww •— BOND M N—SCHOOL OR, ITI.Aar HEST U n �'1 •m HDOLTrre' SCHOOL PLANS Q ELEMENTARY LEGEND v • LOT 1 R.r �-. r• Aae P ro RTR IANM E ,F a PI °. vM ° .:�;" sow... fil Z 1 ' e.ae,r.,. K Ln 2 1 ..asOFCUM a 0 a tt o_ Q °' Q.. IM oW,, A,MINTS U ~o EXIST.'REPO OF VM•YEASENENT 1 ) - L m PROPOSED COW., O C 02 yy Iii l ,l— eRwcwnwx 1.' LOT 7 _ �; !,,II, E t y5 NOTE DRIVEWAYS INTO SCHOOL SITE TO BE ~ o I • HIT T 'i A CONSTRUCTED BY OTHENS.FINAL SIDERALO U v fit4WEL WV Blau B'UBIITY INBEIIENT 1 - AND DRIVEWAY LOCAnO TO BE COORDINATE Wcoc ro( `i .AND NS APPROVED DRIVEWAY PLANS BY OTHERS Q - ,-_1aw CAUTION- ,}\` =-- ROADWAY US ARE OUT TO BE L I STEEL W 1 -,= TCP OF CURB UNLESS OTHERWISE SPECIFIED.. N S n nr, ,P • TO PELT,VERIFY OEPT15 I Y Ty, MTCH PROP E ELEVATION ,ur. .,r ,.:. IX_ {` M -. • _ OVHPOWEX POLE SOCREEABRIOGE'PLANS) i `,.� .. RELOGTON TiO BE to — _ __ ---I- _DSO PARKWAY - COORIA.TEO WITH z F- 'A -I ap'� •,• "", (�D'R `Y,:-- _ =` �`= ,.. ,�PowERPROYroER. I NET ROADWAY OUANTRES CL 10 A„ j'° j •rl1F OUANTRY CY W U _ �� __ ,�- TOTAL ROADWAY CUT 19,300 Z J _ I — n �F1pE:NPtlII-- ....g n._ TOTAL ROADWAY FLL 7,300 Z •I LOT 8 = — ,.w urLrtvsPo�Ls 20,100 p 0 W 1 .M.ua.DOD ---— 3 OLOYS-r Is.sou V .{ STOCKPLE FILL 32.100 Y p W W O O HI S'I I Q i 0 ra O M. C may RELEASED FOR CONSTRUCTION A.W2f---�� B. SHEET�D of 75 IM RTW ,P.L.P.L.CT14 CPU RECORD DRAM NO. DDevelopment amIESS�I,RRIBBF b et CNY of Carpus CNO,a 1 MRN,wWr eel.MI UDC 1'Fe..w mllr CITY PROJECT Si`� CONSULTANT'S SHEET NO. • _ I ... c., 12117L BOSNORTH.1 'Ail . ('`/SA_: t one..` 3/23/7033 C o (4, r ig i hb GRAPHIC SCALE WI FEET CU p.T '11 i LOT9�I 1 2§ :^4 ) AUG 4 WARRIVITY D11 ffJ'N GRANTEE:NORMA swFINURY „ \ LEGEND OOC/2011 D2B70B LOT 8 2011 C.T, _ice \ INK WES Rl WARRANTY DEED �/ 4°� m,,0r rwr (n Z NIGUST 6.2011 GOs RANTEE EgRIF2A SNAnNURY L crosavwu �' N • DOC/2011029739 l OA.R.TLC.T. ,Tr SACK OF CMS aIRIVE ,. . _ � LOS IC G -- E 2. /\/��.�;� 2( X a v. I lD1S 8-10.SEMI"as2.363 ACRE TRACT \ii�l O F W _ FLOUR BLUFT AND MINN_FARM AND U O GARDEN TRACTSsm.moms n3 rAOraxv coxrw. It II I I SCHOOL BOND DRIVEWAY PeiJ Y'BcwOl wrvEwev PBR (YOL•A•.w.a1-q.x.R.x.c.L) ____n'____ .,.,.ncw,w. O m c HH��..B8 B0ND202DSOYTHEASY mMEMARYT 6LEIAEMARY SCHOOL PUNB i $f"AVL BANS NOTE:DRIVEWAYS INTO SCHOOL SITE TO BE ~ CONSTRUCTED BY OTHERS,ANAL SOEWALN TJ O ' AND DRIVEWAY LOCATIONS TO BE COORDINATE MTH APPROVED DRIVEWAY PLANS BY OTHERS OSO TRACT 28 LOT 11,SECTOR]a ROADWAY E]tYA UNLESSGAUD)ONS ARE Y• OUT TO BE PRxod SMRUL>m TOP OP CURB UNLESSOTHERWISE SPECIFIED. 14.634 ACRE TRACT FLOUR BLUFT AND ENCINAI FARM ANO GARDEN TRACTS Lr (VOL•A%PG.41-43,'ARABY.) _ NET ROADWAY QUANTITIES CC QUANTITY CY LLB J TOTALTOTAL ROADWAYROADWAY F CUTILL 19,300 Z J Q 7,300 a W UTILITY SPOILS 20,100 O 0 > ,1' STOCKPILE FLL 32,100 € y 5 O w rg Let' o OO m Z CNI U D 0 O CC r� 0 O O CEASED FOR C,ONNSSTRUCTION ,4� -�6�'`. S SHED 11 of 75 Y yam_ rrw lrrA l ra a, r age RECORD!RAMC ND. D•F.FEnI.r Om*.Ofkolo r g Cif of Como ChM! g Nob:Consvuellaw M..aowr WEW.rr.,.. RN vO0s 36... CITY PROJECT/ --1.-..._ '' a \ ' i \� , ai MATCH LINE(THIS SHEET) \ ` ` f -r 7-' ‘ p 'Is: ^I -II P � � .g £ 8 -1..= re; eg =i El ' /IA / #. ?-E .,$ I y m agf r I / F J / 1 ( j I I 11 liI I is 0 — k I a /11! R• itt .R• nk _ 1 .s• m� g,51 a A W MATCH LINE(THIS SHEET) (U5oaOA O �� ® m v r y z g O� 1 yg u P O I ," il s8 q3 � « O pyQ r 1 •..S o [1 4\ 88gg 1 ' _ BISON NO. OM FMOESCPoP DESCRIPTION REM5 NO. MIT el DESCRIPTION OSO CREEK CORNER0Kimley>>>Horn . SUBDIVISIONeir E g N $ GRADING OVERALL CITY OF CORPUS CHRISTI ° >= TEXAS Department of Engineering Services MATCH LINE(THIS SHEET) X -T-,.fit,' —(M0 1 ssvd 3H \ \ _ % /`.� \ 11 '2227 8 1 4 r II I ^AF§g ro 1 I. '.. 8 . r ' ` ` ' '1 1. "3 • ' "\ ° a[ RE E I C cc aI I / i ' , I I. g 1 \_, MATCH LINE(THIS SHEET) r F i ' ___ r_y m.:__3Nf1 OI2L3313 ONLLSIX3 _ Noel,g9) - — — - O 1O MNOINNOA ONLL r kli O P a a O ri % i .... 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DATE 0Y DESCRIPTION E OSO CREEK CORNER SUBDIVISION STORM CALCS CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley>>>Horn I AND ASSOCIATES, SUITE MS TNENOOOIANOS, TX TTIbO T15 s IF cKWa..@9FG�pCCYxS;gCatlF i1151111111111115`mm1`.E1! W 2"m WCgGdGrGGGi LLL>>>> 111ii g 4 1:11:111111111111:1:1:111'1:!!:u... 5,1126655555555551155W=sWWm2WEEccrcr>cr :1:1:1<1c;;1:1'1! : Wg E ggaSaWE &ii.sgg ancsN tONSliEEEa2 1 ftt » >>tftEEtEitltt>s•• »tt.t.tt>t'1 i z a .. . x rr x RR RRRe ”aa am as sa aR ix_F •GCiPGiiiii$$Risaxxpiiiiiiiiigiig p e iiiiiiiiiiiiiiii2ic@E@PGGcsu@gi. A A P p P P P P P p P A A A A P A P P P o A P P A A ihii2' A P P P P P z 665656556&W"66f5666665666566tie116566551 5 imi5M5g655imiiiiFi66;byiiiiyiizEii1 iG&�tiiW665';; pp p M :l F igal;;a;litigti6iiiP g %z g 6656"x6&6c666b66aabai:66665G566e56Se56-g 56666666666666eba6666666G566c6666665al memis®gFiyaNGi:btIvcEcsieanminn:ie'l R sFrPpG RadCWBWF�WWRa6GYr01rWG088RGC>rW8G0;G8@L" rIgipGwr:cl14re NiGW13;i g4 $ 2 Milli—Oil; 6ii6666iiii Ii666ir ig REVISION N0. DATE OESCRIPOON REMSION N0. DATE 0Y DESCRIPTION E OSO CREEK CORNER SUBDIVISION STORM CALCS CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley>>>Horn I AND ASSOCIATES, SUITE MS TNENOOOIANOS, TX TTIbO T15 CONSULTANTS SHEET NO. DRAINAGE NOTE: PLEASE REFERENCE THE TECHNICAL MEMORANDUM DATED JUNE 2023. 1TOIM CALL!FOR 30LVR FREE ONFALL TWO ITERATIONS OF THE 106VEAR STORM EVENT I Ri 1� 4,;lt ;E1, WERE RUN.THE FIRST ITERATION WAS RUN WITH A UNE STATION IEN0TN FOR CULVERT P E 0ANNI N S FLOW NOL EIEV RFVERT!LEV FWMDOIIAR iS-YEAR TAILWATER AT ELEVATION 9.9'IN 080 CREEK, THE NOES FROM THE FIRST ITERATION WERE USED FLOW V NENM YAM A) SLOPE VELOCITY DA.MI IIARI DewRNORn Wawa oaAIMI 1.169RI POA%Ea+O b NELLY L BOSNORTN4 BUT THE FLOWS AND VELOCITIES WERE HEAVILY ASW V DOWMARAM UPSTREAM NNI IN ON On) A MI N/ RI O RI RI PI 0 /1l6604 . M. INFLUENCED BY THERMEDATER.AS RESULT, Ml.AU YO 336 N/A N/A 36 OAR 0.012 lA MN 1L0 LM LM li0 13AI FILSE KIMLEY HORN PERFORMED A SECOND ITERATION Al, WAG MI Ala 3663 1M N/A WA 36 MN 0033 1A MA 1434 u LY ISO 19A1 FAME 0 A. WITHOUT TAILWATER FOR MORE ACCURATE FLOW INN_AIS LINAIO 66 363 N/A N/A N 10N 0.0IA 616 , MA AAA 431 6M 1115 ISO FA11E 'f(W:''tt/2023 AND VELOCITIES.EACH ITERATION RESULTS ARE AIR 131 A16 N1 A15 MA IAA N/A N/A 0 03116 601E 3.13 MA 1676 41/ 1.31 MM 13.15 FLAIL ATTACHED IN THE HEILCALCULATONS. 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O 11M M n S 5 1131 - Me IPA o (.3 c CL 134_16 MN CM MU MS N/A WA 0 LM% 0.011 LY ILM 11.0 Lb 16 1103 12111 14/66 me MN 331 MI MS OM 161 N/A WA 36 L11% 0.011 SM 15.23 un 137 Yf 1416 ISM TPA 1/) 13T MI61/ MI AM MT/ 353 N/A WA N L11% 0.62 L6 1171 MIS LI 126 1121 1516 IPA o III 2 Q 034 M1fM A M M1 B 3L SS WA W N ILIA I 0.012 MN 14.M IAA LA LA N.n TA NA6 N III or 5c w O 0 O m > C 1— D U a O ce h Yj 0 W CO..' CC MIL' 0 0 CO C" CO 0 RELEASED FOR CONSTRUCTION eggb SHEE!1413 o/ 75 • B.A.WORm)M,P.1..096 C311 RECORD DRAM NO. t' - DevNapmen11*15Na P*00 g C 01001p63 CINNI Wecondos s AIHNC00C IR.LF,N..r.IPN CRY PROJECT CONSULTANT'S SHEET NO. R D r,w ACRES e:AKNHn IISTA '211. i T rt• 1 SFL BEI IAA A` ELLY LBOYARfX BAA1313.;MpePeHnePm l _-, J860< PROP.RR NOM NWT ;CEM �0r V swaos ow i :',?-5' '5/312 023 TMNRD ir' l • - l awse.orF]mcm° d Tip.Row IJ lF OF $ BRJAD SCALE II FEET DER fB'WATEP LINE IV OFWRY DEDICATION SWATER LINE NIIBY OTHERS) Tc. � 1oq R P -oyiUTURJJyyDANNECipN C + L ` I I {I .e•"wPre OSO PARKWAY •• • 'G:A1 1- A.„.. $W t.RR FuryAm% _ •. �a<. 9 .: co Si PA - 322 V OF.a•HPP•0.IIX = - _ LLl I I Ill I _. w - X2 LF OF Je'NPR 0 0.11; Z i Sy o L - STA,.5E { mx � -- J LEGEND ^ ffsA'<g PAVEMENT - �� V O STORM SEWER MANHOLE o ^ BCTAx55.5 7 F '2$]s� '' �'•`• rrA.wl.w.mY.d R IReAI/TMYJ IBY OTHER.)]91' IB PEDESTRIAN EASEMENTRFASEMENT CAR RAMP I FL 18E)'.5.62' STNM 15.40.SSTORM SEWER i FL DAM TYPE,Mf111314 FL(SW)].Ht' BTA:NII.W. - FIRE HYDRANT ASSEMBLYE o- x I • .N.H.u..mmE}I RIM:1<.SB' Ft(WA FL IRE)S.e]' In F(SE).RAT GATE VALVE AND BOK • ir I f H a FL(SE).SOM ,rA.w ISW�.H 6]' B BACKFLOW PREVENTER (NE):H.xT 1 I PROP RIPE 1CURB RAMP FL(BW)' OO R .B.I)' �.ie p WATER METER I. ss - - WATER LIKE m 0 1 0 SANITARY SEWER MANHOLE -_____.... SANITARY SEWER V7 Y I PROPERTY LINE Z y Of 1 ' I SIDEWALK IS'TYPICAL WIDTH) o V C 'C OSO PARKWAY I.'.•.1 JURISOICTIDNALWETLANDS j y $ 5 8: '�•"�' a* - S�TORHTYATFP NOTE 6 Et W W _ _ m INLET LEADS ARE 24'IMP UN_ESS OTHERWISE NOTED. O 20 g sa N . ., t k 20 I c ,V� z E 6d TOP OF CANE FILL TC BE COMPACTED TO .g NATURAL GROUND r 9 0 PROCTOR DENSITY OR _ O ii IDS YR FAIL ®CENTERLINE I PER OFOTECH RECONNENOATON v g 15 5•R HOL yb% SSH% L 30% HHw 10 S.lF of i wLFOGa J ,,,. I15 O 10 D: Mr PP YHJVMH.11w •D. 1 . W co o 5 WATR,M.TeePROPOOSO a Z •tS o O Z W CO OQWO M,B,. w O( 1 0 =J 0 N W O cI W 0 } +o m O 31a- 5 -5 0 co O a a_ Oa -10 SEW -10 0 O - SA N RELEASED FOR CONSTRUCTION -15 _ __ I. -15 _.a k' �.r•. . .. E SHEET 15 of 75 ,., ..d d d 0 00*RO NNR,P.E.,W+011W RECORD DRAWING NO. a Z'L'� ry Y Y Y m DeveORRRMRI Services Engineer V./ HIV E E. leis CiryT Corals Christi -20 VW NA.rI,V -20 IM:Covu.Kuone.lr`o.,<.i anM 1+00 2+00 3+00 HW S+OD B+00 T.W �� WO IOh� MtpW lee.el UDC TeS �,PROJECT` 0 I LT, 10 I LT. 10 11$ 10 15 10 Y MATCH LINE STA 10+00 MATCH LINE STA 10+00 8 s r - AA.+ &y 9b AN STA,O..,Ts €5 a Ien 0 i 0 8 k : ; : n0 e f 29.4 F IT g i NI s - [1{'OUF.0.Q5 r0 ^ m, P1 STA t]•99M 1 C SVA LC ` P" M.'R - 8 8 [39 at LSE 8 - u b Xiv - E0.0FOW 4 i iyn •RV!STA,s.ef� �,76 P A pf Hu o sing!' D A $b cc VAI li s8 £$a _m9"z& arse i M'^ ■ 3.'OOT:a.n , 'rISTA iY5].To pp se IN:aTe I „1 "a 3 I . I [Te IN:eTa sr3.3N _ 1 4 I _ 3 iT N31YM 5� / (Ia'NTQl!' ' A LOS CAICOS DRNE BARD.a ui II b1 k FM STA u 184 5 MADAMS. 2p R ;IN 1 $I`i t7 R = CIN I u11 g e 1 . P II a .1111 ' $ sx.- sss- N I;;I [eo• t tle r Q I CA w STA 17.1434 199 I• []I'Y 6H I 8 ['TA a V 1 h.1 v _7 .c. = 11 ygy RII 8 4 8 ' �}' $ •I' I s, 6 _ I 1_ 1 MATCH LINE STA 19+00 MATCH LINE STA 19+00 0 IU III IU I' IN 18 IG I'8 o" — � . . po i i ® 2) ';',6 *. I I 81 BENSON NO. DATE OT OMRIPIION REMS..NO. DATE BY OESCRIPOON 9 OSO CREEK CORNER SUBDIVISION A Kimley>>>Horn r , ANDA ,.. • s OSO PARKWAY STREET&STORM CITY OF CORPUS CHRISTI "°° „COOL;„DAL;",,�5` P „= ,n P&P(STA 10+00 TO 19+00) TEXAS AWNPA400.,ORRSHONE AM 47,3510 ti Deportment of Engineering Services O IU IO IN IO I. IO IG IO MATCH LINE STA 19+00 MATCH LINE STA 19+00 a 1I I� o I fl h $ i A s T sti o.d ROW i I I . B 8 eD'NT:0.tat 1 Q wnstA 21010 CO IF 28 I' t 2e N t.,t ' I/i t me PG ax I', A 0Om •iC•Y• '� 4 PA A . / '': at'OOT:0.o 4a I.,. I f aC N a]C I ' Ta " M STA]N>SW 37 y n / //:t I pa e $ m 3�u / i•1 I $ 0 4 A / 5 � 1 v. I R. Y I N : / 1s ar ' O I i 3 $ ,. m $ .§ D I d .t 6 a $ {.r ouT:a 1 e wI aTA:20107e x I... all I 8 8 m [Bt'tt 6 SE c I Et a oc�" ; m sm ' I I t i IB . - 8 s € , I- t s [ b CJY 6lC •SVCS IS SS = XiS' 8p44 —q g m _ eem x f. A n o 0.0• F gl. C rent'?7A) r PI 0 { n S u p t Y{'It 7.0 33 m 4 Yi B bp� sA.o• °sd k .i AirgAr - S Q. MO'ROW �� �. mm` g; a =f m $ " Avg€ < kc 1. • FEE nay �.. PSI STA 27.73 48 8 fir <wI STA 2121r0 -:,..A # _. I I 'A. _._. 9 e • 01A8 ) �AnMA,E ROW 120) NAAOINZit F o I J E F 4 ON 1 I & 0 . J N N x m mO O v ee ' ' TCm • ` 1 m ,osozri4 ® naiNnnna "gI kgkp`:`a1 a $ i o Y 1 1 m l s $ila seeile55zi1 iec5i551i I m m! 11 . A. REVISION NO. DATE BY DESCRIPTION REVISION NO. DATE BY DESCMPRCN T. OSO CREEK CORNERiti #4-i SUBDIVISION Kimley>>>Horn -fq IT*, . _ .202.11.1tr,1101:01 AND ASSOCIATES OSO PARKWAY STREET&STORM CITY OF CORPUS CHRISTI "�wOODLOCS FORE.DRIVE SU I: Zil P&P 3(STA 19+00 TO 28+97) TEXAS TREE FIRMO E<ORNCCM I A Deportment of Engineering Services PHONE Iu I.. IL, IO It,. Ia IN 18 8 i I 0 ix 1 cio...AY _ 1 —__ _.:..Y,_ tter wr:as `\ 1 I 6 _ _ ^ T _ ,I OS• PARKWAY _.. gC 2{ 66 aes An.wAr OP nom _ C ad Ran n 2.4STA 2.3oi0 II II 1o.2r 1 �, `� -.III gil n 1 k " i 2 ' • 1' ss 8 11 0 A I i8; E66 OUT:ilt ..0sTA 3.pm i" elf 6x in r iI I -1 C 2{ R).6{ 1 [u IN,7.0 Y aaaas� r •£m IIa& 8 I ; A II ii WI STA.7 • y5 6 ' F 8 3 r N II g� • 04 Ri x 14 i _ g I Qs a II i . tg I i_ 0 kl Ai_ cn m .,aaa N' § 8 % 8 I I II. •31.1`a• A ND .. s: 8 III III asFae m I I QQQ rr}66 T:{.63 I g161A 6.6233 ' § l 66:RI:{.a5 1 i 13 Qa3 I �I. C 2{ K 7.66 t 24 N).66 g s I $ I I I I 61 6 1 f, I 1 " I 8 r I, ..:1 s I B 1 1 '11 8 1 I a •I6,A Iu I 6'6:o I • 1 X 6 8 i I1 is II I I1 `_e , 1 I1 1 I 1 a 11 Y 1 ! 1 8 MATCH LINE STA 10+00 MATCH LINE STA 10+00 11. Ia 14. I° IN 16 IN 16' Si IO1 0 . o 00 g,..r ® m I m '-3 si `r Ili `\ * Q o $im REVISION NO. PATE BY DESCRIPTION RVASPON NO. 041E BY OE-SCRIM. § 9 OSO CREEK CORNERsJ �n R M SUBDIVISION Kimley >>Horn =. „1 1 LOS CHICOS DRIVE STREET& CITY OF CORPUS CHRISTI m •"t f . 4 re. STORM P&P(STA 0+00 TO 10+00) TEXAS47,2310 pMNE �R h Deportment of Engineering Services N I� IN Io IN IS k 6 MATCH LINE STA 10+00 MATCH LINE STA 10+00 8 C ea•wT:..w , I 1 ! w STA ,m ' I 1 f 24•Mk 7.54 I I C ZA'Mt vs' I 1 I�_I 4 , . ,..„!, d • 8 I god I II Ili 1 I gnu x . 18 411/ ; , ill 8 I I I :K I T I .._G_$"m r I co E ewe•irwa I yy Gm • g - S Gm O rl, IITip I N I II S laaa�A4 a 1 A '1 • I Imw '=N'., e ® s e ae SS'OUT:..ae r 4 I w STA 13h1S SS I I . .�N 8a _ 13Os a s 1 121 f za•I ). i( of 8 Im f za'IN:7.22, 8 - PVI STA 1l•:Ytl sa II I P/STA..m. l : .v.=_-- --m ! MSTA 5�/I STA 1M35.91 A 14.a13i151 _ .4.44.4 . 2. Inn stn`A 4304. III I I 68.OUT:A1° - I ].1 •osito •W� ,N ��, — II �(�B•Ilk 5.3 f Be IN:4.11 I STA 1.4599 es"owl!' a 1.1 !7i I t. ?....._1 .4 ______ ___ ________, z Ti % ° Fm 6p$p iy 8 8', Ia IN I° IN 15 IN 10 :.II : ' o1 88E > po 511 9 i3 I irE.8 N, 4 s8g O p # $ i e A I I1 I $ o w ag "ahr 8 z A a m $ B -. P ;.i z PENSION NO. DATE BY DESCRIPTION NE1SION NO. DATE BY DESCRIPTION v OSO CREEK CORNERitil- SUBDIVISION — Kimley>>>Horn i-i rl o� PHONE 2814,2818 "wNur.NwNArmissaa.TES :: *:`=f s CITY OF CORPUS CHRISTI 'THE NOOOLANDS TX 77380 LOS CHICOS DRIVE STREET& r, �_ .., STORM P&P(STA 10+00 TO 16+00) Deportment of Engineering Services " "`�"°""° 1 ~= CONSULrMR's SHEET NO. I / .g r /, ourL } W� CURVE TABLE NMI � 2023 Y / E�'E(�'7� CEN6.'ice a y CURVE RADIUS LENGTH CHORD BEARING CHORD DELTA TANGENT iicii�'...E-�i, •1/I /STA I.DS 9iMpMN Pass Al G 11Tl.TY 3Y6{E' $11 T3'1!'E ]l6ET 1RSY'{,' IY).G' / ... .. STA 2.00.3101a PAMwv ORAR0'{'{Hp00C sc�NNopw Di FEET I RIX.OVN POWER / p1N PERELOCATION COORDINATED L /�� /PROP ttPE 1 r.,TA xO.aw nes Rl POWER 000+,0ER O }en �,'.�� D PC STA:P]+00.9Z .. , prn 1,40.1 T OfF:73 et Ln a l / 11M PevMHDn LEGEND ^ gN-s: Q z _` yM \\ �:.;e . IM 3,83 g p STORM_ENERMANHOLE o �s R 1 �9`..r ' •N�P --____ FL FL;9�:5 ,YWAtfa FL 191' = 9TONMBEWERPWPINLEi1C0 /�) Y (l FL E I.] PIXO.OVA POWER FL IF 0.24. �✓ S2 3333 •all,( Asg 1 5 WATER LINE EASE i L _Q STORM SEWER �` I b u b' � • Icr)- a FIRE HYDRANT ASSEMBLY E ii \ =all; -- UA r GATE VALVE AND BOA a� A I Z BACItfLOW PRESENTER PROP RAMP \— — 151 OF b'NPR R a11R {)0 OF OF AC IPP•a11i b=s • ' _ $ Of = o wA1ER METER PROP TYPE).- V N _ 54•HPP07X - WATER LINE VI / R QO)R-U 8 STM IYPE 9iA.].]O;SB, W RIM I.. ¢ 0 SANITARY SEWER MANHOLE• U rc r.0 R.lun1.T)r _ — ——— PT STA:6+41.30 ———,35ANTARv - ---—. SANITARY SEWER .CA R(8W)SOS' 3�...20.]e, SEWER EASEMENT ��� PPFE I FL(E)111 ®. PROPERTY LINE e� FL Mt 10 {" = Cn DR,I F IE).TSO O1�M0w MM-e}I ISr.�e.s.M o«:e' SIDEWALI(le'ttPICAL WIDTH; a V C II,• •,1JURISDICTIONALWET NDS v, • : V �M�0Ww PTPIIVLMET LEAPSNOTE c MAPACHE PASS ALARE2.'NPP LE940TERASENOTED. � o � 0 xi Ft m 00 80 88 8; O E8, r E zo C 71 € RP d a 20 o is NA a � c,neR�il'lE 0 106 SR NDL o5 15 — LYaNDL IX ,o 201FDF�.�PaR.,. u — — —g,o W LF OF I% IS,LF OF a-RPP J �S,Iw ATULFOFO'HOP0S.It% q 90 Li Of Z atf t 64.HPP Q O H _ •aoa - ` LU 5 - - i)5 i `L > D-' 1- Z E LLI I-- 0 • J W m o N Qo 0 (0 QF CD D_ 0 0 Lu • __ 1:0 U PROP r� • a SAN SEW-t0 .. el al 11'd• dn9 E�L(AfW MR CaMTRUCNII a RECOSHEETRD 20 0of 75 RECORD DRAWING No. 3x axxx ax 3xxi 3xxx o -15 55 §rnn §§ §§no X§nn -15 ®'�""" € _...+......a..« 8 CITY PROJECT II 1+00 2+00 3+00 4+00 5100 6+00 7+00 6100 9+00 10+00 11+00 • CONSULrANrs SHEET NO. I CURVE TABLE /, ,�uvLeosNiiiiii3ORTN O RYE RADIUS LENGTH CHORD eEARW0 010RD DELTA TANGENT Y..IACEMeE�^�'" CS 1110.]M b30M ST11B'00•E MJ.21' ST71Y 201.B3' t ro;c:F' ,m23 I'll �" GRAPHIC SCALE IN FEET ..aom°"MP I 00 DO s.. �<. Wes I 0 gl3 iiiillaig P Q 5.WATERLINEEASEMENT WATER I LEGEND /I� �i ____ __ __ I 0 , 0 .". qi,ih STORM SEWER MANHOLE zM •• —�---- —___ PROP ; o STORM SEWER CURB INLET II = SB033'3e= _ IOwo �__! —___WATER LAN:FASEMEM>� ,,_ III. '� _ STORM SEWER eepeep V - -I4,4 Co e FlRE HYDRANT �$ I— ie I �— •• ` n _ Q — _ GATE VAL. BOX _ !9 BA[IFLOW PREVENTER Y 3 p�� iTM ttPE'D"MN Ol< ——__— I M•FP11. CURS RAMP 0. WATER METER RIM'IS.18' ——_ ``\\ I WATER LINE FL jN r.65' t8'�NI qT FY SEWE'�— _ .— O SANITARY SEWER MANHOLE I• 2 FL 5. FL ISI.1.15' ..n.tt on more EASEMENT 1M ITr UB RD2 —RO_ G_ _ _ 01 FL LEI 8.W' SANITARY 9EWER TFLRAASIM,S.B.' CURB RAMP �� PROPERTY LINE N FL Tee t emiNertf MU FL 19)Ttf' P ;� .IUNREISgCLh lT1TpIUL WIDTH) 5 L) ow fact Fl1E)568' q I•••••1 N,WETUNDS (n % �III1RNc a a'ot STORMNALER NOTE III k W AL ET LEADS ARE N'1pP UNLESS OTHERWISE NOTED. rc O MAPACHE PASS T.L. o m 3c ar 20 80 r0 +O nR E 25 k '` a 25 I AT a a a i g a a 5 a ad a • r 20 cc ONpCNOCC i_ URONO / 15 O—_�,uB________ _ __vs__ trovR w, / MwTCE eu3TIQ 15 Z a E UE/) wp Io w— — — — CYRwL w — w o • Z 7.1 Deo IF OF w•wP®I.on --- Des LP OF• I 10 NW m O BI•IIPP(SD OM 115 5 GE I I 51•NPP•0.075 F (� sQ - s O� QI a O w - I 01. B oP,r„ 0 Q a RELEASED FOR CONSTRUCTION _5 „ $ � dam'$ . . _�. a SHEET 21 of 75 �A'jw'n 3rr .,R1 mu A.WMBN6I.L CM CPU RECORD DRAWING NO. RIB! r BBB 81' I2.Pxo545a., ewvk.Ixgerer a of Copts CBTI.e —10 XXnVex?, 5255 X7t 11.2.ceels.ee PM.weesp.I...e e••• B e.y..y MA,w w —10 ...Ns.el MM.1.DOC is.... Cm PROJECT/ 11f00 12M0 1100 14+00 13100 15+00 11+00 10+00 10+00 25b0 20+30 CONSULTANT'S SHEET NO. m_ CURVE TABLE I 1 1.:: aIRVE RADIUS lEl1CM OIOXO BEAIsq CHORD DELTA TANfralT \ �1......_................'..� v • ID:ILYL Opg4ORTXS CO 10]O.N' B313/' N393'1]•E Be0.N' 1BR3'SY 33B.N' (�j 13B6o1 rf�.`.r `i�•CtlltlE��_� D Kw., , •.. pCUPHICC PPHIC SCALE IN FEET FEET .. f..n�20 MI � = C) lrj : rc M� 0 0 $W ttPE, • B.;N2o e60MR W.v P• FM;2%: ,2'WATER 0 • CURB RAMP SRIMae9' S2 D TYPEI WM. OWN alwi ses Q LEGEND yY; //1 g' G CONSTRUCT 0) CURB RR FL IS.4.OS O STORM SEWER MANHOLE d ` K ap, TYPEEII BARRICADE TQy _ FUTURE CONNECTpHEADER�N i S ® `" _ •, 10 Z PAVEMENT C eroBT�MeEWERCWBIULET ICII CLJ K,IYif iir. M SHYER 1 .355 1 `_1::..-..,.+._....=.VMTER=NE EASEMENT .... _ J • •ae ~ VALVE AND BOX NTERY �� _ W vs" M ea eB wAY B e. _ - .n : S.t.elN ' • • • - '' 1 . ENO CONCRETEEIN 1-1Will'.2afl WATER METER a 1 .. �� ttAY1.. .F_ G. -- PAVEMENT SA•IIPP „ 9 �-. TER LINE PROPttPEt ' C0.0TR . . 'STA IY&.IA 9 I ` 0 SANITARY SEWER MANHOLE CURB RAMP 2.Se.10. STA 6 ` ----_-_- SANITARY SEWER • STM I.E./NH.6 1294 STA e.172 • L( �. Illiell a 3.2e.ee. R I 1 EBB RIM 12 e4 FL ISI . PROPERTY LINE N STA RIM MO R(VE 714 FL IS/F.. R El• • : N. 5W FLIE16.,8 FL q ss.3 TA e.e/.ee. 1L •-I .c> -;icsir.,"Nv17tl1stTrc SIDEWALK TYPICAL SAUK a C.1 C� FL 166 IN)S. MON FL SEE RN 12.a' LnIeS 6*.•.1 NURNSDICTION.I WETLANDS (n b �c MNL. 2 mm':/1I STA lWlZ 1 ' • y C PROP TYPE aIN Z. 11{( CURB AMP' FL IEI e9Z SEE� TTOOgR '6 �l RE x ° EA'�M ` ALIINLET EADBARE 31.WPIMESS OT.ER.MSE NOTED. I IN W OSITO WAY ° E.. m Q I�� '� £ ss 8R 28 02 aS _ > 20 ofg € �' d' i« € 20 o VA -.POE cure a` NATURAL OROum in ra CENTERLINE 0- 15 /// NSTD ROCTORDEDENNSI YDi 15 °D N D SYR TOL SM 2.11 YR L 10 0 10 L b SB OP I ISO lE OF t�.T ___ __ __ __�a O O 4 a0 L aan -_ •o.Tx ew,at�i Bwx5N 5 6 Y C U.1 0 5 _ a 0.002 a 0.00% w 5 re W - W IN,w cp .1 Z R W CC O — = U CDCO o 0 I-0 O � QF - 0 =5 / 5 0 O RELEASED FOR CONSTRUCTION -10 ft ^ k' Sm .iR .�i'1 g nn "rl:S f�aa$g -to � i.;/ _�> a SHEET 22 of 75 1, ..N .I✓n n a .+ 5I H ,., OM.eFCbIBe.R.r..CI%CPU lY REi I gEEE 6E 6ER RISE Ste. N. .IBRN. a � * ek,el Came Ii -15 I.... LOAN./.., ww I.* wM$i }�... -15 r.e...e�...l.M.... CI.rB nowa en ma B I e+1+00 2+00 3+00 00 5+00 H00 7+00 8+00 9+00 10+00 CRY PROJECT IO IN IO IN IO N IO MATCH LINE STA 10+00 lyg C PO' K 4.17 ( 30 K an L ( 2C It 7.10 ( aC our. REO l r MATCH LINE STA 19+00 0 to D MATCH LINE STA 10+00 MATCH LINE STA 19+00 ,o a x x a u a0 REVISION NO. DATE Sr DESCRIPTION 001510N NO. DATE 9Y DESCRIPTION OSO CREEK CORNER SUBDIVISION OSITO WAY STREET & STORM P&P (STA 10+00 TO 19+00) CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley 1» Horn 1. NOODL.H FOREST DRIVE SUITE 223 THE WOODLANDS TX 77300 PHONE .1,5,018 TSPE FIRM REGISTRATION C.., WYMNI0MLE,HORN COM CONSUWNrS SHEET NO. .•* �h1 a'ixwroF.wAJEBUT ! vh IX OVH POWER bR HATOW I \ �� i�LYI 1 21' • ' SO POW : I/ Sf pQ9 1, Y. (0 t?. o 1no23 mcmcl Inn,. STEEL NATURAL OAS 1 TO CONTRACTOR B' J W\ i FIELD VERIFY DEPTH 1 • � �N n ��aL�I'w���pppk SCALE M p IrON ort mmLl� DTOWN SOU.EVAR•�Nert mmLfl YMEE PR+No. It) \I�I r,mortmm .WATER WATERLINE EASEMENT c M Z LEGEND L /� R.8 — p STORM SEWER MANHOLE 8 0 W0 .40 n+m dI SRAM 2W4S11T Q STORM SEWER CURB INLET ICI, R Z 000 LP Cr.11Y HPP O n11x i0 126 Lf OF 24'HPP O 0.11x STITT 1�/tY STORM SEWER J _ P • s FIRE HYOMMASSEMBLY I k ` GATE VALVE AND BOX — rt" — — 'Trm� \EASEMENT 9 BAanDw PREveuTER b RIM 12.91' R(NW)T 2u RIM 12.831 FL(SE) B ._...._.. NARY SEWER MANHOLE F 1 E1. ID' IRACB _ P1 ARY IC I�rHoN m.m x}I WATER LINE FL IBM1.6.66' 1J.ovev.orrmm Eft cISW)W B R}IXIST.IT .... . _O PROPERTY U I �oF1 MAR 1 ( •g TY LINE 9/0.200 DIM I RIOT IS Il11LrtS Immo SHOE ALA ry'TYPICAL YAOTIf a 0CI 1;' I. . .1 RISC TA N L WETaNOb to 1n [ 'ALLLLMINL`LEETLEEMb ARE 2PHvv UNLESS OTHERWISE NOTED. Vial O W OSITO WAY ° o a 20 CdA °� 20 U Co 14 r 81 ry D_ 15 y O OF CURB H FILL TO BE COMPACTED TO 6x STD PROCTOR DENSITY OR At w In ," a r „ 15 ad TA YR HOL a vEH GEC itCH NtLUMMtNW HIa a a D•- • — — O rn 10o 10 Z F- + 0 1Y Z EA N Q ,PALFOF26 HPP®6.1,% ) 126 IS OF 24'HPP o 2.11% 9 ( m•'W O o 5�— - S i Y; wO I— _Z 11 0 W p Etc) or m f Lc gAFAR,96erA AI o O� r < O 1— =5 5 N O RELEASED FOR CONSTRUCTION - - -10 $ . —10 �'� a SHEET 24 of 75 38YY ;:t g i'Y% °i1ia IN.46 00 RECORD DRAWING No. l�2�Alt Elk% P'APS� al Comm Odd —15 I.Ir --' '' -15 6»A.Nax.. 1919 naR....0 on me S n...MUM au.F. or PROJECT 1.00 20+00 21+00 22+00 23+00 2MO0 25+00 23+M I CONSULTANTS SHEET NO. t• •1 I_y .4% • . '-- /\ PILLr eosvJORfM I >m NORTR I <YCENlEP3 : ,I =1 _.... ORAP,BC SCALE RI JURISDICTIONAL I wETLANOS 3iY2Lt0riM' M CETA6 s:p5+ I ;1 M12:a� FL fM 3.13. I �• gg L Iw BBJ, .. .. ,AC MAx q8"R EL IE7 BBr I t MOT:�DETAIL OR GRADING IMPACT - - _ . . . . . . . LEGEND ^ °r i0 . _ O STORM SEWER MANHOLEPROP IA'THICK o /\ � SRSf w� I I,I,I BURIED RIP PAP ' . - = STO NSEWER CURB INLET(CI) /�1 3if g' \V pp llri ,III••I -_ �,��¢ r .�. B•ER I%:. .. ..00 ti a FIRE HYDRANT ASSEMBLY E R Y- ~I it ; •.-- ,. BEla �r� ROW P AND RD/EBNTSER I Iif MOT SAFETY END TREATMENT . - - - 0 WATER METER TO BE INSTALLED ISEE DETAIL STM IYPE'OM'57 I • ON SHEET B,1 s . + SANITARYI� m �� BS58 ACRE T'a Q9EWER MANHOLE U STORM SEWER 2 ERL ISI SJI' ' EASEMENT ' SANITARY SEWER FL IEI iS, / ID ▪. ---- PROPERTY LINE. ... • , - • / •RrR,E..LR „EPA ,ro„ SIDEWALK IS TYPICAL PAD H; a / 1 ..LP a SA'HAP•omad :V + . . . . I+•+•+1 JURISDICTIONAL WETLANDS tr) STN S+OiST / 14. • /jal�\ C I + + . . + a .. .PC r STORNNI ER NO \/ 0 x 1.0 W/\ A LEADS ARE M',iP UNLESS OTHERWSSE NOTED. 0 NOTE U o REFE°iVATEDis-YEAR 1A.WATER 00+5 BELOW.PLEASE RENCE TIE TECHIACAL MEMORANDUM DATED MAY:, mn FOR MORE INFORMATION. O EEJ 0 OUTFALL A z.3 g R8 k gm 9 0 20 g g 20 1¢• �. FILL TO BE COMPACTED TO : 0_ ✓ 6 PER DEDTELHPROCFIR MOW O TDN i CC D5 W d J5� o D5 BACK TO 15 ZZ Z 2 100 M HOL �.'SLOPE TNIWPTC3+ •CENTERLINB°. O O O 1 a v� I- 10 / -�...__ 10 yi 5 Cn 5 Y/N¢ . ss--�� CONCRETE NE.40•OFWxr•L NA.OROLNO INE O w Q Q (SEE SWEETB,I \ �O�ME� CC m "- II,ROPOSED SCALE \5 RIP-RAPENTERLINE 0O.1x �` _ - S OO B LT of 0 4.RCA•0.05x _ HAP RO m o >e A OF WIN 54'HAP•0.001E LPH 016:511 RCB•0.02% —5 n F SR 8 -5 REVAMP NOR CONSTRUCTION S SHEET 25 of 75 gYaIS ®au A'•A..R.,P.L.CPR a• d RECORD COWING MS -10 d ry�y d d d d 151 r d ul 1 i N N -10 wr.:.r...rr.Nwcl.0 Tr COT PROJECT -0+50 0+00 1+00 2+00 3+00 4+00 5+00 0+00 7+00 8+00 0+00 MATCH LINE THI S SHEET . , . , . gI110116i.�|. ! § § E § \ ; ; § ■ § g | lii | | | | | | § „ `-" ; ;; ; ; ; § ; | ; ; kd � | ■ ! ; ; § ; i | ; § \ ' | ; ; : ; 3 ` , ` ® § § o .. 0 P. I. . , . . . . . . , ). . > R ( § § § ■ ■ § § ■ § § ! § § /\ \ ; / lid ' g g , ( § § § § gg § § § § igg § g § § ■ II . < < < g � 1 ( ; | § § § | § § ; i | ! ! ! ! | ) k I 2 #' $ 88888 ! ; l ; ; ; ;. ; , ` , { 3 ; , , , . , ,la • % § a 6I , . . . . . . . . . . . . . 55r ; | $ it / g § § § g § g II ROW ` ! i | ! ! ! ; f kO ( k | UM / � w.t.to5 , co 0 ! ; ; ; ; ; ) § | a © } 00 ! � ! ! ! § � � ] rg-,_r i . . . . . ; ; | �R 7 | • � ] Hr my LINES SHEET | e /t 1 IL } 0005� -8r |\ et) I 1 I|| . k 1 ��{)| ; o ;1.,, S , | | i ! i | i § : |§ | ; ; ; !�22 \ . • `` _ ooc�EKc�E :a ' § 01 Le1! rn s ! . (% § 1 ƒ « oOAasmm��IN QR7c«a mRSin — ' y h'k.,;.1 § ; TABLE( o2 TEXASTOPE EIIRM____ ■ wzz Department of _ Services �~ ` LEGEND CONSULTANTS SHEET No. OK Mee I- �,/ MOur 5 1...."�.flij41 w 1 A cn MCI 05.511 ILLV L 9p0VpRTN S (��£ CO GRAPHIC SCALE IN FEET .y� 138604he I OS F �IE -.. .. �� _ e waircEm wes YGhiTCl '3 4' a In --- j:'p,e' :y23d2 i II -�-=OV4F�2.1 Z , .0 row, .vi O gS a -__ _ a g ..... .pliN F I N 1 w -----Io p CO X I- Eg-Ligiat- W _=~ rvJ - -I-- 2.18T'. GOIAMIIIC S 20 CALE IN Z Z\ -0--0 I 11 d I C2 �2al- AEC1R. H c I ; V ~o O w E 1.-- o U ani 0 STRIPING POINT TABLE STRIPING POINT TABLE W J 8 ALIGNMENT STATION OFFSET FT ELEVATION(TP) 8 ALIGNMENT STATION OFFSET FT ELEVATION(TP) CO DI 090 PARKWAY 27.70.45 15.00 MC 11.19 I9 OSO PARKWAY 10419.20 909MT) 18.34 Q I- 02 090 PARKWAY 27.70.88 -.W(LT) 1130 19 090 PARKWAY 17.9592 4001Ri1 19.03 C 03 080 PARKWAY 25.04.56 ag01Ln 1525 20 080 PARKWAY 1738228 ADO IRT) 1809 W Z Z 08 090 PARKWAY 25.08. 15.00(Li, 15/3 21 080 PARKWAY 165852 4 001R11 18n 05 0.90 PARKWAY 28.88.88 -15.02(LT) 1483 PARKWAY 10.58.52 8201RT1 1469 0 0 0- MI ODOPARKWAY 24.54.01 80211-n 15. 23 MO PARKWAY 15.54.53 ao01L1'1 14 81 Z U (/) 0 N 07 OSO PARKWAY 23.,195 -10.391Ln 14.92 24 090 PARKWAY 15.54.53 8.00 FIT) 1441 E > Z -- 0 08 090 PARKWAY 24.3194 e96an 25 090PARKWAY 15.32.10 -8..OTI 1<5- o W 0 D- 09 OS0 PARKWAY 23.5197 1.751RI) 15.13 25 090 PARKWAY 15.13.65 E.98 ILn 14.T0 Ct 10 090 PARKWAY 23.2255 -8.07) 18.97 090 PARKWAY 15.13..3 900Orr) 18.06 11 090 PARKWAY 22.0310 9.30(RT; 1599 O 12 090 PARKWAY 22.4170 a90 an 1493 }> O 13 OSO PARKWAY 2,41.70 500(R1', 14 OSO PARKWAY 21.3373 .8.001L 1'1 18.35 O 15 OSO PARKWAY 22.e1)0 8.00 MT) 1835 CO 15 OSO PARKWAY 19.,233 -5.00an 14.24 O 17 090 PARKWAY 19.4930 -7.091LiI 14.90 RELEASED FOR CONSTRUCTION ® a SHEET 27 of 75 55.w 848861..,M.S..ar.CPM R(CSRro 09A9N5 No. Cliv DeMf Copus Christ 18.N59..931gYlea ..I.w.WNW I.1 C 3.1.1,....aa.. . CITY PROJECT LAT AT MH A18 LAT AT NH A16 LAT AT NH A14 LAT AT MH A13 LAT AT MH E11 CDNSLUANYS SHEET NO. t.'e: S"in_ „ & r - YS IR Y ,C' iA� T. °"� $ 39t D.+.« d i A _: ii0 iea'wo8 s -. g ' p�$ g 3-g « s P«k « r.,k 0 a g' 0n' 0 R k; kR f' R k R g s /x,�ql d �� � ,s1 ., dd & r d gI� R ik i 20 N 2 0 zo d zo zo + + s s :/....._......_...__.':.S i s 1 s & a F 20 20 i 20 20 �� 1� X9 20y19f50s N S •G s z e z G 4 6 . x 7yy.'�/,efNac4A;1. C. F G �" G F `iq;it'.'.:'.8v62023 ISO.MX 100 YR ROL 15 HOt 15 15 5 IR Ham__ 15 15 ,,,,�' ^ 15 15 f 15 15 I100 M HQ 15 ' Sv Hd Jar" ` �. J _y� 1 � M H0 — �'` SMHD — C .._ L n 10 10 10 10 10 a 10 10 10 10 10 Q za Li OF za�/ y �,za Li aP z/' 20 Li Or z/J I 20 v 0P u• 20 Li OF 215 20 LF 0P u•I ( is Cs u• 1 %. 27 V OF 2✓ L T]li OF 2/' HPP a Li. HPP a 1.]]R MPP•1.SOi Y 20 lF OF]I• 1P.O 1.50% U HPP a].00R HPP O 1.50R HPP•1.50% E ^ Qp 1�, 5 HPP 0 1.11 t HPP a 1.11; 5 5 - 5 5 - HPP a 1.50% 5 5 5 5 _ y 5 S R'� R F O 0 0 / 0 0 0 0 / 0 0 / 0 E _ -5 ;RR.- -5 -5 d aodd d -5 -5 !o9{m$� -5 -5 a+383y! -5 _3 eN-Sao -5 " ..dad.. ddd +Iri 3YY3 3 38=Y 3 33YY83 33YSY3 335558 v, Stec . §7tnn r$n§A% �.S$$.t.'.�« Olt%n k = tr -10 V ,.wVV -10 -10 oo WJJN -10 -10 JWVVV -10 -10 VWVVV -10 -10 VriJVV -10 5 V C -0+50 0+00 1+00 -0+50 0+I1b0 - 1+00 -0+50 0+00 1+00 -0+50 0+00 1+00 I -0+50 0+00 1+00 V) O � V)c RELEASED P015 CON•115DDTON b CY X W O ti w.w.... ...0PL0.. U 15 LAT AT NH E1O LAT AT MH E9 LAT AT MH E7 LAT AT NH E5 LAT AT MH E4 Z3 a ' D? riga./2. 1)0T, . it�-g. 9 04 $ iR 8 r8 �r,gN ¢€8 ,'�X $ 8,"Dr,$ii ° i 8 `j S . E'a K kl b o a t ok .3 0 'dg0>t3 0 ; N i 11 S 20 F. t 20 20 x 20 20 ~na 20 20 x a 20 20 20 i9g $ 3 p a§ xg 13 1 - s F G R + CO 6 G W < 15 — _, t0o 111 HQ 15 15 a Hu 15 15 15 100 IR 0 15 15 15 Z W �100 1e 11121. —--— �100 VT NG. C[ Z I— S SR I1Q '----”--• `� — YE eoISNLI RC' -ET Bo _ ' —- _ O O _ 5 Tit 10 --— 10 10 1•_— 10 10 5]R Hfi� I 10 10 FOR RFRerx. - xa 10 10 5 TA HGL 10 W Q co j� O i...].). 20 Li OF 2/ 20 Li OF 2/• ._/ -- L_ U V HPP•1.50X HPP•1.30X 20 LFff 2/' 20 Li OF U• 20 Lia 21•„/ 20Ua N• `25if6 z.• 20LF OF 2.. ‘..._20 Li OF 2/' 5 5 S HPP•1.SOi_ 11PP O 1.SO1L 3 3 IPP•1.50; HPP•'sox 5 S -_ I HPP•.502`— 3 HPP a 1. HPP••I.SOI[ 3 O P (n cr „F, — O O HPP a,.50. — o o o o 0 0 0 0 0 o / ) =s S+� -5 =5 y y -5 =5 3! -5 =5 -5 =5 i -5 E SHEET 20 of 75 'sBS i�. ,{n iq4r :i^,.,^ ',•i dd� RECORD DRAWING NO. 3 38883 33855 3 335883 y3,38YY 3 338YY 3 g 14ttl „a$h n «F'$An, Pi881in r8kRz S -10 ,...).w�J -10 -10 wvw., -10 -10 V,...r,.,. -10 -10 w..,w -10 -10 .k...V� -10 cm PROJECT/ -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 LAT AT MH E3 LAT AT NH D28 LAT AT MH D26 LAT AT MH D25 CONSULTANT'S SHEET NO. `i Nt Nr ,,,,, 3,,1°j I r5t 3f'S°R ' a¢ssk 3'4'1.1 P a g p s' xa's' k d hT�,,1ae a el $ � eR ��' a ee $ .. 20 S 20 20 � � 20 20 S e 20 20 E 3; 20 %j 3,LY L 5 R.1 G iii i A.42°23 15 15 15 . �1W Y""GL 15 L 15 �1W Xc� 15 15 z1W YR Xei 15 --�1W YR X0. - —�_'� �-- sMX0.�--__ 5YR XQ�-_— IYA XQ �i-_— 0 in 10 ewRa 10 10 10 10 10 10 10in _� THIS SPACE INTENTIONALLY LEFT BUNK - ` HPP:SO'R• - HIV:OF y JI 20,F OF 11—i `t0 LF T.]+' 20 IF OF x�'�/ ao lr of sa• /� 146 5 �o IF o<x4• / r or u• 5 5 XPP•1.SOR XPP a 1.S6R 5 5 5 5 XPP a tSUR - XPP a 1.SOZ 5 t 1PP a 1.50f[ — XPP a tsax mai O 0 0 0 0 0 0 0 E i9 -5 ng -5 -5 -5 -5 n -5 -5 n -5 m 'SS'd �5aee d SS.. d!A qd F= ° ..Kidd .. � ndd.. ..ndd.. (/) Z 33�YY 8 8 a=ts3 3 gYxi<3 8 8*YY3 6: <n —10 ,,.,.....VV,., —10 —10 ,d...Aw..A —to —10 .,.y..,w —10 —10 V WVVV —1O -0+50 0+00 1+00 -0+50 0+00 1+00 -0+50 0+00 1+00 -0+50 0+00 1+00 1/) 11 N c (-REAMED roe eoN TRuCnoI1 5 A D: W w` e.r.,..L.eue.t, o LAT AT MH D24{ LAT ■ AT MH lD23 LAT AT MH D21 LAT AT MH D20 LAT ATwp MH C35 13 o t!Irlt ;A��°'S ke" d ;5�0.°N kilt is•k� S k 'Nd �N k4 W k d drs gE°e�].da gg rlkd1 k 0k '.0S gi E7• PRi B� 8R dBg $.azo R} j R 20 20 20 20 $ ? 20 20 g 20 20 8 20 t s a a . . f S - G 4TI G g t1, g 0 0 5 F G C Q rY 15 15 15 15 15 15 15 15 15 15 Z LL �1W YA X6L 1W Y"X0. 00 YR Xn / 0 Z ~ r� T- t �.4- 1W Nix"Q s Yll Xa W IA Xa 0 s rR X(L - — € C) CO 10 1--- 10 10 5 Y"X0.�--- 10 10 5YR HGL - 10 10 5 YR+Q. 10 10 10 W > w O TO tPOF2+• �20 LF OF ri• 7dVVIIP — Of N• 5 XPP•t50x XPF a 1.50R 3 3 ,IPP a 1.So; MPP•t50R 3 5 r,,r rc.a .,,]r K v. 5 5 Yo it of.L/ ,r rs u S 5 wow:.: ` Xw.Or 2 5 ' XPP•1.soR 11PP a 1.50% XPP•1.50% - "p?•1.50R Q O I- O . I 0 0 0 0 0 0 _ o o 0 R� �5 n Z �^ -5 =5 2 -3 =5 g$ . -5 =5 °2 2 -5 =3 21.4,4 = X n -5 a SHEET 29 al 75 .. d is r.. d n n.. .i.: .. ....d.d.. gI RECORD DRAWING NO. 3 BYYY3 8 8888 8 asrsk 3 88883 II3211 «aa««« «323«3 «ax+«« 1 �:::It 8 —10 .A w.,.,., —10 —10 „W V V V -10 -10 .A w.,.., -10 -10 .A w.A.,, -10 -10 V J -10 i CITY PROJECT -0+50 6.03 1+00 -0+50 O.00 1+00 -0+50 0+00 1+00 -0+50 0+00 1+00 -0+50 0+00 1+00 1 1+ I N O N 0 G O N O _ 0 N 0 N O N O _ 18 3 s 38 3 A ST&15+L2.79 2aar LT D °-R 57 23+1a+4 20. LT 8 [z4 CUT:p}.09 _/� �i6 Yam" Y C 24•Wr.7.t0 �� l a -. 8 [z4•Wr.do f TC ue7 D 8 S 1r.ION L IC li00 > C 24-1t a19 \ 1 STIv 15152.7a 0.4..01 � C 3P Rt 7.21 STA 22+161Y,0.00 -1 C 24'57 a71 1 (It It 72] 00 .iy I N'WT: LOS TYPE•A•1R ; C 24•ut 7ae L TWE•A•uN ; I TC 14.51 = IL 24'WI:7.50 I.J` TC:12.01 = STA:1546251.20.00 RI CO I I \1 STA:22+1a26 20.W'RT y 5•- 3 ffi3-PT ,T S. 70 14.57 CAI 1C 11W S{i A .S: A 8 8 O tR IO G O N Ip 10 U IO VI 5I51 O 1 N O N O to O N O 8 18 :R •5 3 STA:+9+693,2�001�LTr > Y 1 24"OUT.7.15 ` ` I n 8 Ij]Y am 5.0 rji lc uYe D C24'2t 7.15 1W C 24"Ilk 7.15 TYRE•0'01 ; 124'OUT:7.0 I 11 TC 1251 = / _ I STA:19M7.16, i� D 0 TO 3 1292 W • q 8 I I O N O eR O O G 1 N O N O la G O Y - • - 8 1a 3 Y STA:15+4aN,OMOO LT > IL lilt 8 s4T WT:S.44 ` TC 12.9e D l 31'9t SN \ L STA:1144a91.OW -I C 24•It 7.1R 1 44- 24•It].11 TYPE W ; C24'OUT:7.4e \ TC 12.09 = I I 1 STA:1e+42.29,20.00 RT 8 0R2 O0 05F 3 1C 129e N 1 1 O N c a c 0 G "a Et '� O N 0 N O eR O P 0 = u :5 3 P. 510 9+4284 20.00.LT D �Y L ' C 153 8 1 1t a 2 iT/1_$Uyl i 24'K 6e117 STA:914JM.a00'RI C 29aP�1ek�y9�e�f2� / r 1 i 2P WT:9•2 I TYPE'A'11M I! E till K STA:9+•7.94.20A0 Rl = I! $ C Ftrina m •- TC+653 W Co Ix A 8 I O N O G NO O G I IVO N O N 0 N O 3 � 1-• 3 a A I- 2121 12H6e4 4.OUC 9L' � I 9 R�L1�" 4TC 1O50 "{ 6�_ I ST/A 1250684.602 -I t( E 24'1t a97 1� IRO +'M ; Y t 21'OUT:9.9e TO 1647 = t( l ( ,,TA:12+1a 20.00.RI ii1 P,\t I8 °c CO illr,\ •- Tc153e W ��. 8 A I 1 O N G U 14 L. REVISOR NO. 0ATE BY DESCRIPOR RENSIR NO. DATE 9Y DESCRIPTION OSO CREEK CORNER Ak A ;Fi o SUBDIVISION Kimley*Horn 41 STORM WATER LATERALS CITY OF CORPUS CHRISTITHE WOODLANOS.TX 77390 "` i ,.., (1 OF 3) TEXAS AVM NRI M §4?` `_ Deportment of Engineering Services E.�aR co N CONSLCTmrs SHEET NO. I I I del i P� II �ww�aR� n ...�..,,.u<o l.. l?if I ,`o<i a °°„ �... .PN'�w"�m�Ro,A.R v �;�..'„� � , R„�. ,...,� u %_.._.............._.':.:�i r olmzyor�wx Ip ozmtl`"A'�:s L IELLYL°9.q. N,£ I�.,. I r.M.R I 13Bh01 Isr z.00. wpAeNP I `* I %I/ L/ gDBa04' gfiD '.YWaI/N23 �L n. .�naa�.L NaM.L. N&MSCLW LT I g r;;7..: .z IP RroNT of DEDICATOR tgri:i - -=rroxo„nw Nu oPT!'PDC_ __ __ ---`� -PROP e wcc-LeR DR 1BrV0TNERs;w _- ---/ - a,n.A.R.N.o ceee OR+A wL O QMN'7C40 GO ALF N STET 1.9 _ �PR-c n _ CADRE A "lII OS PARKWAY �.00 ,.m .y ,.� - ,oo ..w Z 0 K a9 gNw,Lv�l I • c NCC4Y HPR n $ k If II II OS•NRR J o POP 1r PY,;ao.xx + P�w2LFOF tr PviceB]NL ---_ —f—a _ $1 � - �� _ i ��� 0 LEGEND E ^ rho"V 1 O TORN SEWER YANOLE r N SEWER EASEMENT J laTn 0. ,N.�a m� Q STORM SEWER CURS INLET $F BM NR I £ - STORM SEWER In' AIRE NYDRANT ASSEMBLY 0Y GATE VALVE AND BON N_ I 2 I ea BAcKELoW PREVENTER c m 1"I� I �' SA.~ v Ew.xAa�z 040P Al�tt I W a -- WATER LINE m u £3 I ' W b O ARY SEWER MANHOLE 0 N y SANITARY SEWER ---- PROPERTY LINE a U C OSO PARKWAY � SIDEWALK IS TYPICALWIDT+I y CO c o D ] `ECi iit >1 i. ,:A ENSRE SSSOEI RATING FOR PIPE SIZES THROUGH U o p w 20 3 20 O o an TNAr uq�Rn — — ESLYe BFco,.PACTED ro Y O oDND DPRODTO�MMSITY DR O a. ENf RUNE PER 6IOTECH RECOMMENDATION V 15 15 rilie -, /'7' n 3 D_ ee 0re 10 D' 5 AeNPP cM.0c”.PROP � .�.�Ia _ - Q'MR SAME CIO 0 0 oo ce ,z9rwzgir CLI Z 8 U U) W O o Z D .; le F— I— W Q p U W'-'CO O m UCO < Q H -s --- 442 L!OF 12.SOR-fB PVC 0 0.268 -- - - -3 N - 374 If Of t Y MR-26 PVC 0 0.28S O 1.- a —10 —10 0 CO Et1 O ^_y,- 4. RELEASED FOR CONSTRUCTION—15 _Ab' .34 G -15 i� �' --- E SHEET 31 of 75 I ! t t ` en A MBMBRMB,01.0440N RECORD DRAWING NO. aN.IBroIBN SWAMelpN., My arAlla 11'bw P 1r tr .0.21: IN,,:cw.,RR �."� .I RN-20 ...moons S -20 TAW.. +�.+N.+ ',AAA., AN WRA RAMC ARAM cm PROJECT 1+00 2+00 1.00 4+00 5+00 6+00 7+00 5+00 5+00 10+00 CONSULTANT'S SHEET NO. .too AMES Pi * Int.Nc, ERL, RpMIR'""LTM".® I, mums, MaM. r ... .� .«; •i . ..__ .:•S 1 'Kern_sos.,9inil . .�.A le.ms 2„y� MA..MetY ,AeLT 'ate .T.,�H� ,. . %�� O`_ RIGHT OF WRY EASEMENT revuYe Rye + - --- - _ r� a — — --- o I// -�e PBOP.Pvc;eoOGRI.WEr M ft .'`_�`-'5mnoxa slioll GRAPHIC SCALE IN FEET 1 , ,,,QSO PARKWP I A OSQ,.PARKWAY ,,,m '° '° °° wN•IR•P 0 x.•HPP M� —' T~— z!•I M IFP I so9P or HPP I� C P W O y11 _ FOF Ir PVC Ot D2ex _ ' _ LT OF',NCO DN IZ FU- IR.SANITARY / In„n� 1TV ' J 1 P so �SEWER % .M,.e. ,R. U 50 Q 9E`A£R EASEMENT JJ l ,1rY nPEcesrRwN EwsEMENT mil RM; �-oF.. .T) 0 LEGEND 1 i h i MSTAIS.DT90OwP.hv.Y= 0 STORM SEWER MANHOLE `^� R M PA ^ 9TA 2.00.10 Los Om.Onn l = STORM SEWER CURS INLET /1' CO '.. STORM SEWER V/ 2/ R p . FIRE HYDRANT ASSEMBLY E M e re GATE VALVE AND BOX IIIIMI Em SACSFLOV PRESENTER V GS WATER METER _' I* I _--. IX.Y CUP C m _.... WATERLINE p SANITARY SEWER MANHOLE h v Fi SANITARY SEWER . .. _— ppopEpry HALE a v OSO PARKWAY SIDEWALK s TY PIULWGT» •o j N 33 C k'a I2-INCH I PRESSURE S2S0PSI RATING,OR PIPE SIZES r RG H 0 w W U ~ o g. 20 20 O w P OF CORE (� FILL TO BE COMPACTED TO q E wenn,PROCTOR Ea.,DR a K NATURAL CROUNO bb PER OEOIHRECOMMONDATNMI aCENTER_I.F sq V L 15 or / 15 - ea to 10 o �...,..eM.,r 1..»,.,eMM. �,...,,„ - o w rn W W p S : - 1 - .. CO ..NeE... _ Zo w > Q ~ �_ o W p o Q o cn Q Q —5 • _ 31.tF a sr pI1-x.PVC••axsx /_K.. -'A PVC•0.x.1{ _ 107 LE 12 -5 3.3 LF OF 1r BaR-20 PVC•029% 0 Q D- -10 -10 0 6 N 4 h *....1;1 RELEASED FOR CONSTRUCTION 0 -15 eo1ND n � -15 ® ,.i.,s_,-_-, E SHEET 32 of 75 WF I yF M ..aria Pl.CPLLCMC RECORD ORAInNC No. -+ coy so corpoo -20 w iw.. 0. -20 ...........1.WC.CIRb. .mHI....,I.. g COY PROJECT WA.CO 11+00 12+00 13+00 1.+00 13+00 18+00 17+00 18+00 19+00 8 8 8 8 a tl 8 O IU IO IG1 O U O U O MATCH LINE STA 19+00 •s1 lg .,a 441 3 04 S. CAM -.AID II PVC ss IiH C 12" IR {. IY PK � I 'ae c c Si PACTEO TO R DENSITY OR RECOMMENDATION re - • {' MANHOLE - 1[ 3 'I tr rkr-]'1 12PC • Et iI1_______ TOE OF CURB NATURAL GROUND O CENTERLINE or z-ar. - l .r ..0rHin1: lr Pvci;i V G 1 R ct V A •P M tl L1r on L5a 12- P.c r'.' $ q C 9 I, b; 1 1 1 C 12. v4 -1.e 1r PVC rr 5^ :afi# \ ` TOMO* poll.,: +` BLVD PON 1301 I I I I O U Q N NO 8 U O Cl. kVMNMVd OSO MATCH LINE STA 19+00 0 3 e 00 REVISION NO. DATE er DESCRIPTION REVISION NO. DATE ST DESCRIPTION OSO CREEK CORNER SUBDIVISION OSO PARKWAY WATER & SEWER P&P (STA 19+00 TO 28+97) CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley>» Horn OAP IBMiE V.HORN ANO ASSOCIATES . INC 1.ACCOLOCN FOREST DRIVE SUITE 22S THE NOOOLANOS TX 77380 "'MREGISTa TIONF.028 AWN MALEY HORN COM J IN IO IN IO IN IO IN IO 8 I i -i n 1 I �) ow P.O.)) pRla,r--- ar e II T 11 OSQ.,PARKWAY a \a ` PAR AYI�ROWI - -.09r *WOOF-e IY am-aeE�T P"1 — ? 1 i et-.N+1 PW: C 1Y N-am 1Y'Pvc ��' _ c-/17 —�0-58LTiA�--_ 1 I 0 SEWER EASEMENT 1 C 1 = `fir 1 S .O 2S 1 I71 —' .1 -----.---Th ` .PJ — 10 :ii ,1 8 I 3`;Q4 8 P i Fri n W. O Al ' ° N m fA $ eaa ROW M 1 an, 5i I ii a I I 1 Y WINOIE-M N In, E i1Y WT:-A321 PC / w Sv OTHERS) I 9 CS 8 I S o I u ! rsl 'i 77 "- v m C Y I i I N� 4 m I 1 a x = § 1, 'l t S g � ii ;�e9 ®I II „1 I I / 1 -1 1 A• WM1101E-a 1 rour-a�D rPyc . 1VI 1. i 1cjj 4 8 MATCH LINE STA 10+00 MATCH LINE STA 10+00 7.5 IN I� lu I° r 18 (" re" mI: 01a0eC0 00 0I liAi Oil!�; clil S2 Q p e m 9 �I/ 981:� ` o 7 9 9 1 93 4 g A O B `.5 77 Y A [ }g00 REVISION NO. DATE BY DESCRIPTION REMSMIN NO. DATE BY DESCRIES). OSO CREEK CORNER Kimley>»Horn 1Ia SUBDIVISION , g sCITY OF CORPUS CHRISTI �' ,P-' v LOS CHICOS DRIVE WATER& __ SEWER P&P(STA 0+00 TO 10+00) TEXAS " m Department of Engineering Services El CONSULTANT'S SHEET NO. I I Ac...._...{�t+,L LI CIOtPK !O23 0 STAo w.Orn.= 1 I GRAPHIC SCALE IN FEET STA Ia 2A�LGRN W. 1 61 I_20 40 O�leo _ L I ;e°roi, CD '4abliO,. 00SN% W�AN�REQ____ - _ Routs Ut/P15 5/151 urc�/ryiw. .rLiaPe weNRAa%s �� ar� — LEGEND 6 /'� M7 O STORM SEWER wNHOLE a' ` '%w L —_— . .' .11. — \ O STORM SEWER CURB INLET CU d — ---- -- A PRE DATE Y ORANT ASSEMBLY E A'''.MRR,, ,, `' VEANDSOK .,. SACKFLOW PREVENTER e 1 .. WATER METER COW]0� IX<2"CSCP N Fv.uRE CO�sD SCHOOL SITE I b Is.OTHERSI s Cr. 1 WATERLINE • I O SANITARY SEWER MANHOLE I 3' I SANITARY SEWER = Cs =1 0 .. I ____ PROPER,.LINE a TJ Ti I I. I ' MOTH)IS-TYPICAL OTH) (n N r1 ICI n. Q a y WATERS W Iu.MHsiw SURE RATING FOR PIPE LAZES THROUGH O LOS CHICOS DRIVE 0 E 20 • ; 20 TOP Or CURS NARA,0110.0 O m 8. FILL TO SE COMPACTED TO OCENTERLINE STD>ROCTOR DENSITY OR 15 PER 0E0 EON SEC...ARON 15 O IL."SAW lw OR'A- Olf } - Q' (O 1000 • 10 z Q• CC LU o PARA.I we cooMNva ,m.,.W.LYJM..,,rvcURo�,.�,� z o a �' 1/05fa'R O 0 w 5 P 1� 5 € W E p Q Re HROPP p X / m (n CO I OQ _ „�. 0 0 Oa W F. CPI :LI: O W 5 EWES,ace -5 J W CD EE b� ab �` R EASED FOR CONSTRUCTION :Jbb ---..> Eto -10 p � -10 .:., , 3 SHEET 35 of 75 ig Y $ �� sr A.wllsle•.P.C.CPLL CPU : RECORD DRAM NO. MMop.MN lank..npRMn bb bbb R�MRR.a0a>R e Carpus nnw -15 -.WI, -15 KN eRKeK.K..NMK hDOc.Plant MN ws ewea„K. a 10+00 11+00 12+00 13+00 16+00 15+00 16+00 .... �i CITY PROJECT 1 10 1. I Iu Ia IN 18 j - 8 a} o 1 i g \ F � ,� a o S� g naaP 110w �� �/� *1r •. 4'YNW-13 I � �1 �` :/ Q O L rn-2 .1r PVC \ C ec-ax PVC `� 1 f .pA c r et-ago r Inc •1 _• \� / ' z R A il III 8 A / aTc I/ // q6a at ; : I' / „� C. et-a40 P1.. - C/J A s m 2 d . m: 8 >o w.ax / rm /I I 't o �O 8 a I Z,� I x i I 1 1_1 11 I I i= m 4'MANHOLE-is / I 1 I r ii° g $ l z t v m $ n a Z C. Wr-aa• ,t' C et-as4. Pic D I a n s : $ / _ 1 I i 1 Ali . $ eau Row N I as c 1 I s p tr tr w 1 € IA w 0 30 ��q 1 0 19 P s , m 8 �g 1 1 / R ! p - I 4'YIME-le 1 I N. i: :1-1.s a.PC� I I p: I 8 ? i i;'.• I 6 I Ps = I c 1 ; < e, Y I Ss - 1 8 MATCH LINE STA 11+00 MATCH LINE STA 11+00 to I' I° IN I8 IN I' o 1 � ® v 1 8: �rl :i 8 REVISION NO. DATE BI DESCRIPTOR REVISION NO. DATE BY MGRIP. M N OSO CREEK CORNER • j : � m SUBDIVISION itii Kimley >>Horn �, • s MAPACHE PASS WATER&SEWER P&P CITY OF CORPUS CHRISTI ,ao ,, lj (STA 0+00 TO 11+00) ofTEXAS KW E�R eM ,, x= Deportment Engineering Services PHONE al 475 2B16 CONSULTANT'S SHEET NO. N, .,$; .,:„ g ✓ /, iEur 0.5..1 CURVE TABLE L S - 1Ji034 I � r cENeE°5f`Y CLIME RADIUS LENGTH CHORD REARM CHORD DELTA TANGENT sS X ✓� C5 2100.00 17697 Sll12.20'E 114lY ♦SYS.' Bsaycamera ILS 53.2025 " NF`•, ' la N 011AP111C SCALE N MET r 40 130 c 11 O FNT ———— — ..Ln .Sv.s.i,n..[.. ————— ———„Tf C9W DR-,<WC TF.HI�NF[ASSN..:Ee.v= - _ ,_ IPc srA:n+w.m -S. +F++L"'s E" '"-- - x LEGEND - ^ 5g5ng. 51•HPP P+le 1 b Y. •ACHE - B oAMBEWERMA.nLE o N 4P F .. wP T� -. ".m— _g g = �' _ _ ._ .� O STORM SEWER CURB INLET >0.4400 /E' Ogg O _ 366 IF Of B'PVC Z 0.Hx I �/ 33 Ztee LF a!'PVC•0. `\ r. STORM SEWER Em.• 2 J —— S __ _ • BRE WOMAN.ASSEMBLY ' 3501E a tr PVC••O.MZ _————— . 11' 'sn iARF SEWEIr—— .EASEMENT A —.7 . BATE VALVE AND BOA V ———— —-- Shill. ala2KZEUED •••,• . 9 SACKS-LOW PREWEWER `' .<-- L«N A ISM „ 0 WATER METER i - a�Ea NE 25 tF or Y my•0.4K 0 SANITARY SEWER MANHOLE in 0 `j,7 SANITARY SEWER = N ---- PROPERTY LINE a C) C' _ SIDEWALK,S TYPICAL WIDTH, ( •S) h c WATER NOTE 5 arhi ixii WNLA1 L. 1E0W vuS BSO swERAnNC FOR PIPE SIZES THRowH ' O MAPACHE PASS a U ° t O E Bx 0 23 U cs 25 D_ 20 20 D_ IX OPOF 1R3 / W O CENTER c W UJ O 13 p NAV,BOSONS 13 Z CPI t+ —�- - .- - - - _ - - - - - ,__ /c EC Z off$ N I- _r --r r�—- ov o° w o ,DIN l - g, 10 0 W > ~Q O 5 H �R.�... • ..M.ara. - �.M„��.L. oa».v..«RBNr< was 3 0 CC Q 03 Q CL I- _ CPI _{ L a-o_25P„.•a• ,u 10 = CO - Q Eq Y� 2 ,.b a •b •b RZLEASED FOR CONSTRUCTION = _3 7.c!.� - a SHEET 37 of 75 lg. Eii NR H K RLL'ORO DRAN7AC N0. yy el,ZIY ASYMI w.Pl..CP14 CPY bi—10 bb OSrowNss asovkAs I•Pwr z .as.II*a,•. E 11+00 12+00 1]+00 1.00 15+00 15+00 11+00 15+00 15+00 20+00 20+5A CRY PROJECT 1 CONSULTANT'S SHEET NO. tri\ ..._.... •tiS I�LLrL ikki-TM} D a' CURVE TABLE sn+rmzs (� CURVE RADIUS LEWIN CLORO KARI. 010RD DELTA TANGENT GRAPHIC SCALE M FEET �" M M160I' BS1.R1' NSWYTE F161b' IR22'S2' ]26N' L_Iil� µ4 �Q E• WI t F F1 =1 .T Q O gR evu ,>•.,RR.»R.,aAo b w LEGEND >,ra,.»A,�A, ,.A Eel•.R,. • _ x- ngelwFFesEMENT — O STORM SEWER MANIaLE — '� w — a `I —-- - ■ o STORM SEWER cweINLET �CU 1_ _ ` _ j RLTME I I I I _ A Q STORM SEW. cirr Ar_ I,1 • 'wY e.. 91'Nva ,.. _— I. 2 A FIRE NYDRNIT AssEMBLY Y E 23 LE K C YLc•O.Ms I iiimic , 8 T1. ``=�g -- .1 •. revNVEANO BOn 0` �. _ _ Y m BACISSLOWPRESENTER \/ WneM Pe,A •• /1$g M ; o WATER METER �ii.� eTA.19 m /4NS � 1 __......w..._..-- EP 41,9CP eTA.Zr9B.0.M ONb WAY mm/ , _:1 WATER LINE � I Fn PROPER,L.I5TYRIU,MOTN, WATER NOTE s eras. MINIMUM PRESSURE RATING FOR INRE RILES THROWN n III O W OSITO WAY �N 9 ERR Ei. 0 m O E F- o $ U o x z0 w. .-TOP OF CURB Y s I NATURAL GROUND 1 n 0 CEIW.LINE a 15 SISMFILL TO BE COMPACTED TO STD PROCTOR DENSITY O, 15 AN ULUILI.N NLwmmeNun Nry D_ --_ —- LU G o 10 i $10 Z w0 =:� `.M W RR9,.W �_ o OO � o 5 —COMIIIPAPPA TO PAW IL•w B u� .rs•... .,,a.M. ASA.L. w 5 w Q F v, Ialz LE Z MI m QQ fr 523 0R-26 LE OF PVC = U n > o 0 •0446 II LE OFlLow art nFB PVC H D O cn Q F 0 I— =s -5 U) 0 RELEASED FOR CONSTRUCTIO\ -10 .1e -10 E 2 3 SHEET 38 of 75 of Com»c Ai1 ma A.WBbnln.PA..CFtl.CSY RECORD DRAWING NO. i DNIIOPrmm II,v51Y F•8WMOWN(LB C. m.B 0 -15 ...w -15 Me Sane„, M*InLOC 3•a..u.r en Me g CRY PROJECT/ I+I» x+ao 3+00 .«ro Fra W wro•.ao T+ao sI 10+00 CONSULTANT'S SHEET NO. i f1 i �i�;�t All' tir�.................... II: I CURVE TABLE .441 KELLY,L BOSWORTH E CURVE RADIUS LENGTH CHORD SEARING CWIRO DELTA TANGENT �� I si.2E�E l EI b r IN CT 1270.00. 72641' 0121V2'E T1640 22 l3Y 274A4' .,,c,e'.. II I 4. ; I O"ply � . ,~>wrzNN ISM os.:. / 11�� — ` ___ LEGEND 7 .N rR:Lc.' ��� , `.1:1 I I "R.,.ee.eL. n�. O STORM SEWER MANHOLE o Yga.Y p . 1 • • 11 , 1 '' IN -�_ ---- .. \\ p STOMA SEWER CURB INLET /�' �iy c O �� NL ',' - Btu o'B '" ,HeHee —= \\\ STORM SEWER 4p 'At o • FIRE HYDRANT • - 2411f CE B.PVC•"44-— — — ——I ———21j Lf or. ` \\\ O+ N GATE VALVE ANC BOXY R§ RCB _ FA9EMERT �` • W B^NSDN ,y/�S� —1ryNUiTARV SEWERlitang .w.wL..N 6.P1C•O _ In IS MOO-LOW PREVENTER � .1� B1vae'PVC•nK41L Q u WATER NETER - _ i2CSCP d'll �a e. m m °�o ,; D w WATER LRE y- U Q �e - Q SANITARY SEWER MANHOLEN Z N \_ SANITARY SEWER R PROPERtt LINE V G roomer Nm < SIDEWALK IS'ttgGL WOIIR Q N •C «R� Z2 jiIII1o_ Xa WATwn 2 MINIENUM PRESSURE RATING FOR PPE SD:ES THROUGH N III U lV OSITO WAY �LHI3250 P9. $ 0 O o E 5 g $ Y 20 - 0 ill a g 20 02 [+0:0190+0 -ENTERLRE PER GEOTEHRECOMNENDATW� 15 06 CL -='t CC • o., ,r.N `..:a.. 5 Y 0 = i/ 0 F = c O 1 FICIM Or PR co >_ Q Lry rnu // !-et F De c n PER nEras.. 5DR-26 PVC O•0.H2 O - -5 b L O Db Y 6 !? RELEASED FOR CONSTRUCTION -10 $4e ' IN In 13 Q`3YY gS yg^�±3Y + ore6lw.a.rB�� RECORD DRAWING No. Ebebb Bibb .•R.e..e.KKN II J € -15 - wl •.I.9' •A •.I.0 -15 MLawa.A 0 4CIIOA aau. 1 cm PROJECT 10+00 11+00 12+00 13+00 14.000 15+00 11+00 17+00 18+00 19+00 I CONSULTANT'S SHEET NO. I 1 I IXls..as c W. O �I� T 1�`A4Lti4 scvl' oDTuaro�+ss�.b.vasi.r a/ �Q •. r I I R�I 1 .I1E11v L WOSS;iiii OmHi Ex CNN POWER „. yl 1 59Toy I a �I/ �(fj',%CE,BM �j l L 10N (( 7,. 7..... fa;e ,Snlmz, ANMI. PPATI OEM GSTEEL EST'WELDED I iA ORAL GAB 4 oWm1r �ir PIPELINE.CONTRACTOR �, �APXk KA�IN FEET TO FIELD VERIFY DEPTH, C y O AFLT nA O ¥� ..runnMva LT •wAnaeMr •numr.��L`aunr e i 1{ I MO n var.rriNa IT we cHSB ORI0 COL S.WA1ER LIE EA NT__ .rn.:.r M., ---- ``te�a2y/"-�- O LEGEND /^ >> ��lAl■\SI,A'�`M _ I a : 0 STORM SEWER MANHOLE >aa^ IVO Y _1 I 010 STORM SEWER CURS INLET A' { e J STORM E pp F-• RI Li OF Y PVC rN.Hon-a 382 if OF! RVC•0.Hi 1 Z I GAT. FIRE HYDRANT A89ENBLv R Q— •ANSI -— sEWE73F.ARs PENT II I I GATE vuvEAw Sox M' KN.0 MR rxw I I I I 5i BFCRFLOWPREVEHTER II I 0 WATER NETEA IXIST-;rr VrL a I .—..—_ _ IX AT CSC!, L --.-_ - WATER LINE U a 1H I II Q SANITARY SEWER MANHOLE N y SANITARY CC T 1Y IIfEITV 819E4E(ff SIALTH) , I _ 'AEI CY VI C I I I I WATER \a rnk W MNMUIPRESSURERASOFOR PIPE 0L OSITO WAY r2JN:H IS 250 PSI v 0 ££ O m !t 3o S a 4 i ig c� o 20 g0 °a 20 E+$ a OCENTENAILIRKLINE a_„ 15 ILL TO SE COMPA TO a. .0 OBOE CURS PER LTD PRCCTORCDENSIT�OR 1S a tU N[LHNkCU IY 5 - \ CC j 10 1 10 rx Z co Ln 5 Cn \-:uw.L. Assam,J F 5 2 `1 5 W 0 —Z E w p 1- o O) 0 I-_-x,f---ne+a+nr—_ aA:oi .MN E 0 O Q — NN CO cP - 0 0 =s 5 � 0 N E.l RELEASED FOR CONSTRVCTIO -10 H� A• -10 AI „ SHEET 40 of 75 'FI .'• ,. �A' R.PL RECORD DRAWING NO. 'b b 0Rr8e1RNRN Sone.H W+n z -15 .� Ka a.�amaDN.MKPINwc0 ,.E.lei S :.Ar -15 .CONre S..Fe M.Ra a CITY PROJECT 19+00 20+00 21+00 22+00 23+00 29+00 25+00 25+WI co#IsutUNrs SHEET NO. • I , ......t.„ I „_.ri,..POWER r gI /` r sua?H} —J I �oocp mz m>�veLLA Ma umv �� ?P FANATIC SCALE N FEET , OFT I 0.. M FANATIC +=nox I 15 •1o:s I 110 ACMs O STA 9•66 no 080 PARKWAY 91 N —1 ,N.Gil DEED o. J 3 oFFSTE SEWER F.‘ < $^ SEWER'EASEMENT / i k OCKAMOYwbW) _ CR-� •FAX•a 0.1Wz PA+wuMe onTE+..+ve I eLEGDI;: = zss Ir s T5•PVC rtaTaz O /A'� 3s I eo u �I +!,=:.,:.r STORY,SEWER MwIOLE W 4 �I` sau w<Kls I 0 STORM SEWER CURB INLET /TJJ a..rt W'::.:vu. macs. I • STORK NWER R§ i_ vaJmp XRte++e N FIRE HYDRANT ASSEMBLY .. GATE VALVE AND BOX I I I I , T9 BACRFLOW PREVENTER N I I GI WATER NETER m U_ • Ex ar cscP y1:99- - WATER LINE CE Tn O SANITARY SEWER MANHOLE a U a SANITARY SEWER C y ID SD NY _ ] y SIDEWALK(5 TYPICAL wIDTM Ici OC W a o L. ~OFFSITE SEWER I, HlsnRvsAHRIWFOR P PE SZES THROUGH O I D CINTERDNE , ; 15 E.WATER LINE 5 .HPP STORY 5 Z d 00CC w g U 0 0 E Y > W W Cl) CC m LLI -5 —5 O ILL CO LL O O — 365 Li Cr 15•PVC•0.10% I — 375 LP v 15•PVC•0.10i _ 54 5•LAIs -10 PVC VC 15-PVCOC C 0.10; •a19% NNECT TC EXIST 15^9SWR -15 -�y -� M^u 1d y es q -15 RWUDPO5CO5%1RUC1'ION E SHEET 41 ( 75 ei Iu C I €I ® RECORD DRAWING NO. EJ az am INN No A.MV•...PL a NU V.,2 ARM lee 5, nrn rnr M..w..... -20 •w :w •vI.W •Ywl, -20 ...�....M....wOI.A•. �� CITY PROJECT/ -0+50 0+00 1+00 2+00 3+00 4+Do 5+00 6400 7.00 5+00 9+00 CONSULTANT'S SHEET H0. 99GRAN.SCEEA00LE N FEET 117700 (9; A %_..._...__......_.'=.sS {(re`'-3f23I2023 LEGEND III Ilik Li 111.14114111N MO Aga s � s ; a ,. .....<.i. eg �aa I s 1 01a w CROSSARLIT MCA�e. � n x rr rr I s U 1 o..,w Ile GORE STRIPING OET4rt m LOT�1 PROPOSED SCHOOL .E STREET LIGHT NOTES S 1.nu NEWSIREETUOM SYSTEMS.UPYRMIDEMI.Ml IIu 3 All SIC.,SKALA DE PLACED IN ACCORDANCE VA11101 2 OE NIE TEXAS MAMAS ON DARROW TRAFFIC CORMS,CORM W U a ,wro.[MARTEN 8 Of THE CORR.[n.ISTI lam ,uw.. 3 RELEASED FOR CONSTRUCTION 6 III}a Q rn 6 �IIISWW NU A.YI.I.Nre,AZ..CEN.CAM () 1.-geweeNN g rw gemees Engineer o IEXIST]5 RIGHT oFwnv En•ENEFT I I I CA,.CNN..CAMS ll rrN...ww r...u.a uoc,.:......ar O vo, LOT 7 r o r,,, D. EXIBi 15' IMO M LEGEND Z.-3 v WMIME:WY IITIU.V EA9ENEN.SI I . 0 .0 oouN[.e.e.eaaaw we m o o m o 0 0 0 INSTALL co ° ° 0 Mir.veNvuNN �� _— A° W At o 0 2 0 MULL...,o.row..,...ow MULL, F D —_, u� uu �� 1 8 ----- O w...LL,.O.w..L.o.. o: Z d O Q 2 Abe, LOT 8 '—�_ . ---- wA� g Q w,..LL:.,ew.aL�«,,,..N. 0 wm...cr.m. wu siow.cE LENGTH DD S'. ,o !m.c..,m«i ...m.r w..... o W m W S 1 I 1 0 %T ,.., .,, ,oLow."" C..) Q Z ❑ ELL .uw .n u) - a Q a 2 3 O .fC,.»,..,,..., S ❑. MO SCHOOL ZONE,N,,.. S SHEET 42 of 75 ❑ ,....OLwa, •".•oeL. RECORD ORANNC NO. 2 NOTES E ,0.,,7re74.ue.uo... ox.u,wxsuc.n E CRY PROJECT/ NOLLOld1SNOO llO3 03 :16000OOO El OOOOOOOOOOO W 92 a s °F�3 g! 1E g 6 3 5! 6 ! 6 z ii ;a i i '� 41 ij s� iip g l 1 i i 1 i Y i ? _6 e� .� a' 5 9 T e 3 € i "H 6 1 ' a s 6) m 0 osi €FS gig; FY�z S31ON 11-I011 133d REVISION N0. DATE DT DESCRIPTION RECISION N0. DATE BY DESCRIPTION 1 11.1811 OSO CREEK CORNER SUBDIVISION SIGNAGE & STRIPING PLAN (SHEET 2 OF 4) CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley>» Horn O AA.MLEY.NORN AND •S OOATE S 1400 WOOOLOCH FOREST OR...,THE MOOLANDS. TX /7380PHONE 28147,2810Taff FIRM REGISTRATION F,X2.5AMON WM, HORN COM 9 8 CONSULTANT'S SHEET ND. STREET LIGHT NOTES ,..L.x.w,1n.ET„rN.,.,...,,...exn.,o�xxL r•.!°Na,.a,x..L"af,:.:nE,E.o„a * -,SFACOMI OF WO FEET AND..IAINtA46....140 OF,so ner. 1t•' E/y .awoN cx..s.n eo.m.conws wnrsnioN ,,_ ImLVLYpgy1p0 / '' idwe:..'. / $R3I20x3 / C i LOT 1 0 yA TT 410 Lu Oill �30 SCE IN FEET 20 �/ 1,11 W 1 I� y MAPACHE PASS S i.. $ / / Iw LEGEND ——_._ ? La.Leo i. • / LOT 2WARRANTY DEED OSO TRACT 28 Q Meg OF Cu. EC / / GRANTEE:C Y Of?CORPUS LNFrsiI �1 •ACRE TRACT N ceumL.e U / VOL.21RJ.PG.23B CAREFLOU BLUFF AND ENCRIAL FARM -� RrW�.nr or w., (n DR.N.C.T. D GARDEN TRACTS / ...RWecrcx.nn.w I'I N Q O 1-0 < <rt..ER WIE TURN ARROW 0 Sit LxL..w+ REST Na„ O . LEGEND 1-- a U o LOT 1 iiii OO NS. �WWR.R N. CC W <,.rGa. .LL.ern. W. SOW Wp Nr. ,„DrRxRN n. t9CO v, p ...LL�..Yr.Ro..mRLrtE zzt p ... rr...RxWRRCCz U. a0 n 00 WryW / os Y.arOMYELOWPAV.rt 0(A (j E- ZMAPACHE �.�_ O ° _ (60'R4 W) s- I o ,..a.T. � ..xwe,,.•.LEna W otS W ___ :nACA RR uR.NEO MxE..o,T.xneEn, ______________ n a cc CCI __ < .. Dw .ACT xe LOT 12 00 yr 1 :re RE r.Q cy,.,, W.. .RS < z EAT 11.SECDON 3r CO '^ FLOUR ELIUFT D ENCRIAL FARM AND WARRANIT GEED a iYa,n 1 V GARDEN TRACTS YARCN 30.1990 0 CO a GRANTEE art Of CORPUS CNRISD (VOL A',PC..1-U.SI R.N.0 r VOL.xaT,PG..) STRUT*VW BM IEN O.R.N.L.T. ❑= rtnx n awRert o „ ,. .x.T_-- a • RELEASED FOR CONSTRVC710N') ..„..,:.EEO L.,R...Ex.Lx - i N mNe win:,.nxo w, Ell '<ti 3 Ex.,S„..L:e,,.a.xS.. SHEET as of 75 IIIRIA RWIMR.Rl aRCRY RECORD DRARTNC N0. DaYMOPWa11t IMMO rMYRE ❑T ' +,.xom., ."^""''r Clity Construction ...�" NOTES WOO wire re e.:none ow...we SAAR. J .unwaturn Rums Rn.,R�N,..Y.RE, Sa„L SOWS QUA, CRY PROJECT/ CONSUETANYS SHEET NO. STREET LIGHT NOTES ,, 1 -it. 1-4iir‘ ILLY L EDSYARTN i� y.. 1CJBEUA�/�� till _ EN LOT 12 I 1 C .LOT DEED ° I t O Y MARCN 00.1990 GRANTEE:CRY OE CORPUS CHRISTI w VOL .1I,.PG.e, ° ° ./�j w g a § D.R.N.C.T. 0 >"01—I� GRAPHIC SCALE N iFFI w' ip LL F 0 - 0 i ° 2 LEGEND 19 H E. E. H '° .E.w � MCI,OF cun 62 2 .E.rE.u.,E 3 U c u EH.ET.,.... i '1 WPM. LIMIT O azi IOUST 23.100H1 OP WA.EASEMENT • E \ OPRMCT \v ~ O\ LOT 9 MUMMY DEED 16.2011 :T,StIRITV EASEMENT I LEGENDO � O � _ g LL GRANTEE:WOREU SHAMMY DDG/20110297e9 - I O . .u..Ew.oa w 0 0 ° ° °O M.r. .DrD�wME (n ° ,° , ii , 1 © Nrtunlwu0.1R..n.ow -± \ \00Cr) ��-j I /tom Os ..r.M.o.D...reD«.HN9M.wE h — ' 2 , rn m 0" Q M .r.rF�...E ...a.Nr....u.z U Y DcoLLI I i ....e..M,..D. IIll E] LL1 2 r / ° 7..Ce "' .R..NM....E CC m U' CO ❑p �•,.x. w.TME.M,.., RELEASED FOR CONSTRUCTION .D.... ...r' ., 6 .M 0.0Dn19n.P.E..CPM.CPU ❑° S SHEET 45 of 75 D0N0p0eM services Engines El = I'Zio µMewSe MH....E...r RECORD OWING NO. ei City acaws cman g Noy ..wr.e.,.e.,,... NOTES1. H e. .......o,..MedIUDC,...E W.LLDNSEXCET an PROJECT) CONSULTANT'S SHEET NO ,N NORTH I. C'f...744,?., CRAFINC SCALE SI FEET iiL iiiiiii*ntl KiLIC 1 1 '=° I ;.., al3,504 • \s - ___,---——----—_---- ---7' \ t63/2023 - I—— ------ EROSION CONTROL LEGEND - ---. e-- -4_ c, a A 0 ph , # 0 H H • I '....1.,....1.....1.6.7fi. ' ——— L.. „,„,,,,„,„ P f 1 .--- ----v 12- iv----- —'r----—'—4'''''ig";;;"——--,,,‘,.: 31i a __ I JS e N. .. :':I s ! ^ OW,q EXIST IS UTILITY E T II s 4 0 I a :.-"---i-ir:. XV= el,• 1 cij>41i0q , H ......... 0 6, 1 11 /' 1, e D .lrr InoTEcnox X .$ I P----1 I , j\ —GM> 'OCK RT... 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EROSION CONTROL SCHEDULING AND SEQUENCING I.CONSTRUCT TEMPORARY CONST ENTRANCE,BILL FENCE,DINE AND TREE ION Nc�)AnmmTB''m ,LN IOTECTION FENCE ACCORDING TO TYE a PR re l.........I.}111,.IAPPROXI I.HOUGH GRADING GRADING A"FDEO&ONCONTROL PLAN 7.....Kul 0.7107;i:00Oo Am.•..•'•....•....•....•:•4 NOTES AND RLSHEET. .IF11YL 109 ETHj 2.BEGIN CLEARING ND GRADING NTE. Y _ IJB504 ,i. W REVEGETAIE SLOPES RE No N. _rm. mAm ! DGI6. NM w nArla )� T CENTI,CR- a SEED NN.N,a 1 EE_ NT E aHIM I ' EN.Pogo t(tee 3/23I2023 on I KEEP ALL STORM WATER POLLUTION I-i ypII, PREVENTION MEASURES W PUCE _ate Poo II.UTILITY INSTALLATION 2 NISTALL STORM CRAINB SANITARY CAE A aDNa 44, Y NM \ ' SEWER AND WATER AS SPECIFIED ON PLAN RNaTE NaR�Elda oWAm T \\�-_`.7_11 9NEElB. WE:Nero .NRIOIE m rARIo IR.mPIXNE SO' S%I N, T.KEEP ALL STORM WATER IOLLDEION Nm Not RAT N Frog ANNAN"a AZ p a ION RaR N \�I,.: L ESURES IN PLACE.REMOVE AS NEEDED SHILL RE / -� TO PAVE. TEMPORARY FILTER FABRIC r.aN wru No INo,VIP • ,.MARILEE BUSGRADE. CURB INLET-PLAN MANHOLE-PLAN INLET PROTECTION DETAIL N.oN>+o wo oN(IN.o,/.. III PAVING ,.PAVE STREETS AND SIDEWALKS NI SPECIFIED ON PLAN IRK N SHEETS. m NAN w•vAN m wE m ,my . M.m rani Nx T ¢�Dug A.RNN STALL ANY STORM WATER i N, F a F POLLUTION PREVENTION MEASURES V2 REMOVED FOR PAVING OPERATIONS. /k iir4 IY 1.REVEGETATE LOT AND PARKWAYS. TEMPORARY SEDIMENT CONTROL FENCE DETAIL s a LI REVEGETATE ALL AREAS RESERVED FOR Map-IRON m Oran No now e,m N.L, w N.^IWLGMdNbeOIL LANDSCAPE VEGETATIVE COVERS. /�� t si SIIIIATIOWUNDSCA%NG ,.REMOVE EROSION CONTROL DEVICES IAA FNT CONTROL FENCE IN.won VIES: _W y[�F I� WHEN MINNUM I.%DROIMD COVER. ,wL ma 1/. C9 ESTABLISHED.VEGETATION MUST BE �I A AMA N No•w mammy y TN Tim oI $ ESTABLISHED BEFORE STRUCTURAL cA.LAAN ne Na PiT m N NEN. CONTROLS REMOVED. I ► {{{{{{{{{{{{{{{{{{{{{{ {{ {{{{{!I. a4w RI®m nta A wK now N.. M- o. 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MOLT.NM¢9NIL N CLONNS NNE IN VAYm.R NE NNRTULNA 11.NINON IN SLIMINTE[PaINn TN t/f a,/E mn¢T AAmf aVK14LaFIr,.5r.Ap...Ng sou RE umo AT r or.rogo Nam 1..SEIM PM THE ALAN.Nany0 m pLE Noma emor to..mom.N•o o.w2 • IN.nl, ormeo.MAIM ETC)ewu s�r Noa Cl) ..••.5N Ng Ng.Nu.•Nom.r on.m•Nal.•mom•yr.. smounaes NT loot weir oun root mos.No..P.F.,a or no NAN. L 008rt.m J m/an. FIN` NET POMO ONTO M.PM WILY NA oTANAIN N.CRusoro ON Aro Noe moo No...For TRAP Pri zo•NT a RE Comm n•Nnm RNt.o,RI moo r.a MO N Nn maw PR.as a F W W N.N...N m.N.Ia.R RIN N�N TAN moan RIME RI a,N R.a®. Z Z Q rrbrio.ross."'norTP=orronNuc"rdorm..3=FIT it t4:IRIRmaA NmI N.. °.o NNW NOW TN NAWR E WI..E.a D T A N...N.SUN m 0 0 J ET N.IaNN SOU RE IENN.AS AS NMN OF SEN N B RI..DB.N F NE.MOILS NON MOON AERrTON IN.mom..Na m) B N TOWER 0 5 1- Uw m Z O0 J) Z In O 0 U) O CC w S RELEASED FOR CONSTRUCTIO' • 5 SHEET 47 of 75 W,IN A MWIWB,P.C.CFR CM RECORD DRAWING NO. ®5541I00II0.MENOM NONE Ci E City of Carpus CdNE P.FC INN.oNRN 5 NA....NMN.IN DOG, .. ` COY PROJECT CONSULTANT'S SHEET NO. SITE DESCRIPTION EROSION AND SEDIMENT CONTROLS t.._..0t�ti PROJECT LIMITS: 7.9E7 DEEM SET-IA Lana ROADWAY mom SWIM R5O To STARRY OOOE SOIL STABILIZATION PRACTICES: OTHER EROSION AND SEDIMENT CONTROLS: $ ''':;'iR .. _TEMPORARY SEEDING MAINTENANCE. ILLY L.B09' i —PERMANENT PLANTING,SODDING.OR SEEDING LEHIRY MID EXIT IOCA➢CNS QW L_BLMNNTAINE➢N A AXI THAT HILL PREVENT➢E TRACKING_ 1JB4OA -MULCHING O ILQ'NNG O SEDIMENT ONTO PUBLIC ROADWAYS All_STWW%0 mMD.DROPPPB._WMSHED.OR TRAM 'f/CENBE.ti'i PROJECT DESCRIPTION: WATER,SMEARY SEEM,STOPS SEBE1,GRADING NO PANSIO FAOIIES LAD _SOIL RETENTION BLANKET ON A PUBUC_ROADWAY_MVSLIBE_RFUOLED IMMEDIATELY_OMEN WAMUNG-IS_REQUIRED TO REMOTE SEOIRENI_ f ONO.. .A y202D ROADWAYS WHIN OSO CREEK CENSER NNE 1 _L BUFFER ZONES PRIOR_IO ENTRANCE ONTO A PUBLIC ROADWAY.IT SHALL BE DONE VLAN.AREA STABWZED WITH CRUSHED_ 1.PRESERVATION OF NATURAL RESOURCES STONE_Wl1IOH DRAINS_INTO AN AP DSAU. WFEDMENT BASIN. FINESLMPOSED FUR DISCHARGING SEDIMENL - DBI➢PUBLJC_AREAS SHAILBEPMD_BR THE.CONTRACTOR.ALL EROSION CONTROL STRUCTURES SHALL DE. OTHER: DISTURBED PORTIONS OF STE MUST BE STARA= STABILIZATION PRACTICES MUST BE MAINTAINED.IN GOOD WORKING ORDER AND ANY NECESSARY REPAIR WILL.BE DONE AT THE EARLIEST DATE __NDI ^w ATE N IN ER WI 14 DAYS PORTS OF THE STE WHERE CONSTRUCTION HAS BEEN ETHER POSSIBLE.NO LATER THAN T DAYS AMER THE SURROUNDING GROUND HAS REASONABLY DRIED. i,� TEMPORARILY OR PERNANENILT CEASED.UNLESS CRCEPIEDWINNTHE ONES PERMIT. INSPECTION -__. _ _ L CONTRACTOR SHALL REMOVE TEMPORARY EROSON CONIRL EARS UPON MPLET011 Of ELSPECOGNS SHALL BE MADE-REQIJ Y_AND AFTER RUN STORM EVENTS.TO INSURE THAT TE DENCEU ARE_ O STABLIZATON' T85TNA9NG_PRGPERLY_N1 INFECTION AND MAINTENANCE REPORT SHOULD E MADE PER HAE1 INSPECTION. WIQLSEDIMENI CR MUD HAS CLOGGED THE MD WAGES BETNEEN_SZI 1_ES CRR MVO IS BEING TRACKED ONTO_ STRUCTURAL PRACTICES: A PIIBITC ROAOWAY,HLAOAEGATE PAD.MUST BE WASHED DOWN C�OPIACED.RUNOFF FROM THE S ` HDDWLCPERA➢ON SHA NOT DF RW TO CRAN DIRECTLY DEF SITE WTNOUT.FIRST FLDWNG --�R'6S _ TI8S�i MAJOR SOIL DISTURB NG ACTIVITIES: �-MAY BALES SILT S TNRW W ANOTHER OMR TO CONTROL_OfE_SIE SEDIMEDTATUN PE ODC RF AIDING OR THE ADDI➢ON OF ^ F SON DISTURBING ACTNTES TALL INCLUDE PREPARING RIGHT-OE-RAT EXCAVATION AND MAN HISy Q T SCR THE.ROADWAYS.INSTALLATION OF WATER LINE SANITARY SEWER LIMES AND STRUMMER NO 1 ROCK BERMS NEW SIE1F MAY E RFONIAFn i0 uuNTAN TIE EFFICIENCY O ,OE1_ _ TJ ` S STORM SEWER UNES ARO STRUCTURES FOR THE DEVELOPMENT —DIVERSION.INTERCEPTOR,OR PERIMETER DIKES D a) § !YB DIVERSION.INTERCEPTOR.OR PERIMETER SWALES WEST MATERIALS. - —DIVERSION DIKE AND SWALE COMBINATIONS TIE_DUMPSTE O_USED_1STORE AIL WARTS µ SHA LL MEET ALL STATE AND LGCAL_OTT SOLO WASTE R _PIPE SLOPE DRAINS MANAGEMENT MEGIRA➢OARS AL 1RAWl ANDON CSTRVCTON DEBRIS.WI I LE DE POSITED IN THE DUMMPSIEER— R§ _PAVED FLUMES T E_DUIIPSTLR IL EIE ELPTFT IN RNNHRY OR AS ACQUIRED BY-I.V.RFf5II ATM ARIA THE TRASITRASH__1 ROCK BEDDING AT CONSTRUCTION EXIT MI,BE HNIIFDJDALOCH IAwMT ND CONSTRUCTION WASTE MATERLSLWLLL BE BURIED ERSTE_ 0 -. _. _EMBER MATTING AT CONSTRUCTION EXIT _ _CHANNEL LINERS Y —SEDIMENT TRAPS _— - _SEDIMENT BASINS -- ---- — - _L STORM INLET SEDIMENT TRAP W _ _STONE OUTLET STRUCTURES HAZARDOUS WASTE(INCLUDING SPILL REPORTING). _. 4 .0 - - Z CURBS AND GUTTERS IN THE EVENT OF A SPILL WHICH MAT BE CONSIDERED HAZARDOUS.THE CONTRACTOR MUST NOTIFY _ N STORM SEWERS IMHEDIATELT_THE SPILL COORDINATC __MINTIALS ANY_PR000TS._BLINEFGLLONNG CATEGORIES BE p _ _VELOITY CONTROL DEUCES CONSIDERED HAZARDOUS:PUNTS,COMPOUNDS PETROLEUM CROOVCTISIEANING-SOLVENTS.ASPHALT__ OFL - —EROSION CONTROL LOGS PRODUCTS.OR CONCRETE CURING COMPOUNDS AND ADDIEI£S A PRODUCTS USED SHALL BE STORM �N L) G PROPERLY LABELED CONTAINERS.WD_REMDYED FROM THE JOBSTE WHEN NO LORGAA NEEDED. a ,. min R.iRa8 ---- — SANITARY WASTE: ha k W --.. EnMRACTOE 11N I PPON,F TIP FHWPRTRI V INELws WTH ADEQUATE SANITARY FA011Es FOR WROFPS S 0 NARRATIVE-SEQUENCE OF CONSTRUCTION(STORM WATER MANAGEMENT)ACONITES: ACOXOARCE WIN APPUCACE HEALTH TEGLATIOES ALL SANITARY WASTE TILL E COLLECTED FROM C) G PORTABLE UNITS AS NECESSARY OR AS RESUMED BY LOCALREcu ATIONS BY A UDEN D SANITARY WASTE _- -- - _ SUCH GRADING MANAfEMENT CONRArTos. O C 1. CONSTRUCT_ISEDRMY CINSIRUCTEN ENTRANCE SLT FENCE.DALE.ABC TREE PROTFCTON _- FENCE ACCORDING TO THE APPROXIMATE MUTERMO MOMON GRADING MO moss C CONTROL PLAN NOTES AND DETAIL SHEER OFFSITE VEHICLE TRACKING: Op TOTAL PROJECT AREA: TAM ACRES S. BEGIN CLEARING ANU GRADING STL _ a -- 1 SOS)AND RETEG:TATE SLOPES WHERE SHEWAL E.) 8 LLD1iY INSP./LATCH _.1.__.1._HAUL ROADS DAMPENED FOR DUST CONTROL TOTAL AREA TO BE DISTURBED: APPROL 1E ACRES _ ____1._ O.ALL STSTCRN TADOT POLLUTION PREVENTION MEASURES M PLACE LOADED HAUL TRUCKS TO BE COVERED WITH TARPAULIN _1.HNSTALSTORN CRMAS SANITARLAWR AND WATER AS LOOPED ON PLAIT sours1 EXCESS DIRT ON ROAD REMOVED ONLY WEIGHTED RUNOFF LUEFEIEENT: BAYING. STABILIZED CONSTRUCTION ENTRANCE (AFTER CONSTRUCTION): !PE STY CALLS ON SETT IN AV t- _]`KEEP ALL STORM WATER POLLUTION MEASURES IN PLACE.RENOYE AS NEEDED TO PALE A STADIUM SUBOUDE OTHER: EXISTING CONDITION OF SOIL&VEGETATIVE 1_PAVE.STREETS.AND SO:WALKS AS SPECIFIED ON PLAN STHEETS COVER AND X OF EXISTING VEGETATIVE COVER: - �_RE-INSTALL.ANY S IL TORWATER PFFIII➢OH PREVENTION MEASURES REMOVED FOR PAWNG EV EAESLALL.EAI_SNPY DAY SOLE - __ OPERA➢ONS --..._... _ - Il Y!a TREE COVERT ANELYSZABOILJHRODCTIOuT IS FINAL_OAAONG/SAI Si TATIN/ AS.saGG_- Ct 0 EWSNHG RESDENTIALMO F1EY BT1lONGS JS -_ 1 REVEGETATE LOTAND PARKWAY'S. REMARKS: (),I -2 LANDSCAPE.CONTRACTOR SHALL REVEGETATE-µL AREAS RESERN9 FOR IANNCAPE VEOTATVE ALL STAOSO AREAS SOOPLES MILS.ETC*VAL SE LOCATED SUES THAT TER EL NOT ADVnELY Z COVERS.— - EFFECF S CES WATER M AUTY. OTIEWWSE.CMMIIG OE DORMS TEE AREAS WTM!OE PROTECTS IX Z I- - _Z REMOVE EROSMOLCONTROLDENCES WHEN_MINIMUM.701E GROUND COVER IS ESTAAHSHfO IPAas Of�1 B.NRMPY 0 0 Uj SEGETATONJNST-BE ESTABLISHED BEFORLSTRUCTURµ.CONTROLS RaOND _ w U u) _ NAME RECEIVING WATERS: _ Y> (o -- STORM WATER MANAGEMENT:-_. Ce m w DOING CONSTRUCTION STE IMPROVEMENTS CONTRACTOR MI ENSURE POSITIVE DRAINAGE O E STE TO ALLOW STOR.I RATER HENDFF TO BE IN EIRSTFAO PATTERNS THROVON THE T -- USEDF MHNCR TEMPORARY ONSTE SWALEE INLETS,AND STERN SEWER AS EQSSARY UNTILO Z -- - PERMANENT STORM WATER DRAINAGE IAPRONTIFNTS HAW CONSTRUCTED. BEEN CONSTCTED. PERMITS En_._.. - --- -- CONTRACTOR SHALL UTILIZE THE STORM WATER POLLUTION PREVENMON PLAN O a - _ MID SHALL OBTAIN AU.PERMITS AND FULFILL ALL PERMIT REQUIREMENTS,INCLUDING CL . FEES,FOR T.C.E.O.GENERAL PERMIT NO.TAR 1500D0 REU.NG TO DISCHARGES — FROM CONSTRUCTION ACONITES THESE ACTUATES INCLUDE,BUT ARE NOT UNITED Y �! -- __ TO NOTICE OF INTENT(NO,REQUIRED SITE POSTINGS AND NOTICE OF TERMINATOR (n (NOT).ALL ACTIVITIES WILL BE PERFORMED AT THE MILESTONES REQUIRED BY THE T.GEO.NO SEPARATE PAYMENT LULL BE MADE FOR SUCH PERMITS. -- -- - RELEASED FOR CONSTRUCTION 2- E SHEET 40 of 75 b A.FETIIBIWn,PE.,CPM,CPS • RECORD DRAM NO onRIMIIMIMMvb EIIOIWE 5y City al ME CCPIC CO m Rob an L�NIUR�I •-.. MawN qS AM AAAanons . E CITY PROJECT CONSULTANT'S SHEET W. fy`' l BtamntM Pollution Pmmwkermibn-w Gemar Clew Water Ad Seclerl 402 III. Cultural Romero.urees N.Xozodaue YMaterialsorContContaminationfContaminationIlemon //�'� 1t•11 IPDES ion ISDDOp:Slwota PermitoConstructionmifConstructionGeneraGeneral Permit«il W've for w n the sot nietorictl su or arch.d d artifactsises ogictilacts(bones,burnt rock.Riot.Po etc.) General(applies to oil projects): i/...................---.11 pop v We cls with I or more cores dMf we. Projects with any&tamed sal revel uel ore lou during construction,cease work in the immediate area a Ed contact the Engineer *Urn-BOS.!..9 71 poled la wean ma ssainerlol'gn. lmmedialely. Comply with the Hazard eetion Act(the Act)for personnel woo ill be working with hazordous ••l; 4 :ei materials by conducting safety meetings prior to beginning construction and making workers awe of (/ EO. e potential hazards in the workplace.Ensure that all workers are provided with personal protective re CE1z,5.fAq?_• equipment appropiate for any hazardous materials used. '' N ❑ No A<t'an Required ❑% Require Ooflm 0 No Actin Regime 0 Regime Action 0btain and keep on-site Material Safety Doter Sheets,(MSDS)for all hazardous products used on the Actor No. Act.Na. project.which may include.but ore not limited to the following categories:Paints.acids.solvents. asphalt products.chemical additives.fuels and concrete curing compounds or additives.Provide I.Prevent slmmeols Mlion bycontrails end sedimentation in Wmdmce I. protected storage.'off bare ground and covered.for products which may be hozardous.Maintain pal con g swimproduct labelling a required by the Act. L eitll fPOES Permit TXR 150030 O v E Maintain an odequote supply of an-site spill response materials.as indicated in the MSDS.In the event 2.Comply with the SWOP and«Nee then necessary to control polulian or required by 2. of a spill. She actions to mitigate the spill as Indicated in the MSDS.in accordance with safe work 0 Ills Engineer. practices.and contact the District Spill Coordinator immediately.The Contractor shall be responsible € `p .s6c for the proper containment and cleanup of all product spills.3 _ i 0.Pert Construction Ste Notice.(Carl)with SW>P nformation on or near the site, - °' i i AH Contact the E it f the follwinaccessLM to the public and Tq0,EPA or other nspecton ngineer onY a gore detected: ola' < { I §3 Dona of di.deeses vegetation anti.entiliaa as normal) ¢1 a.Wen Contractor prop[specific locations I.(og)increase aislumed ea area to 5 •s Ur de piles drums,canister.barrels.etc. sores or more.submit xa to TqD ma tit.Engines. Undesirable smells or odors •e Evidence of leochng or seepage of substances E 2+$ Wars in or near Streams.Waterbedee and Wetland.Oft Water Oat SeekersW.Vagetatlot Rnwrop Any other evidence indicating possible hazardous materials or contamination aiecowrd a site. 401 e 104 Preserve native vegetation to the extent proctical. No Permit Required Hazardous Materials or Contamination Issues Specific to this Project: USAGE Permit required for filling.dredging,excavating or other work in any water bodies.rivers, creeks,streams,wetlands or wet areas. ❑% No Action Required 0 Required Action Q No Action Required 0 Required Action I_ '' The Contractor must adhere to ail Of the terms and conditions...kited with the following permit(.): Action No. (^ E W Actin Na Et H ❑Nationwide Permit II-PCS.not Regime(less than I/10t acre waters an estlmds effected) H U a ❑Nationwide Permit II-PTN Reguied(1/10 to 0/2 out 1/3 n lids waters) 2. (F) m ❑ Indiidua 404 Permit Required 2. C (t'�b-,1 c' Q o, ❑ Other Nationwide Permit Required NSA/ 3. E \;•�■ W W o� I_ Nagai.d Actions:List waters of the US permit applies to.location n project and deck Best Mana t Practicer planned to control erosion.eedknentotlon andt fit I gemen p post-project I o 2 V.Federal Listed,and Proposed Thr.at.n.d and Endangered E g S'pedse,Critical Habitat. n, Other EnNamental mew F a 2, State Lleted Species,Candidate Species and Migratory Birds. a(include opplicrole regional or site specific enaronentd wan) U 0 D' % No Action Required D ReW❑ ea Acton O No Action Rpuie 0 Regime Action Action No. Adis Na N LL Best Management Practices: 2. 2. Et O Erosion Sedimentation Post-Construction TSS Z CV ❑%Temporary Vegetation O Silt Pence 0 Vegetative mater Strip. 3 Z ❑Blmkets/zlaltIng ER.Berm ❑Retenlbn/Inlgatiw Sysleme O O Li ❑YMG1 0 Triangular tits Da. ❑Extended Detention Basin ❑saddag 0 Sand Bag Bmm Construct.❑Construct.Wetland W Wetlands Tr' LU 5 ❑nterc.nt«swat. 0 strati Bee Dee 0 vet Been UJ CD W ❑oivereron Des ❑Bru0 Berme 0 Eraeun Control Compost 0 D O ❑Eroain Control vetEro.ion Cont.Can algulch filter Berm and Socks II any of thec listed species are observed.cease work in thee immediate area.do not disturb/peck.'on Cop 0 R 0 habitat and anted the Engineer immediately.The work may not remove active nests eon bridges anal O Mulch Filler Berm and Socks O MYIM filler Berm and Socks ❑Compost Filter Berm and Socks other structures during nesting season of the birds o eclated with the needs.It caves r sins..are O Z Compost fgW Berm and Sacks t fits Bann ma SMsVegetation lie Ditches discovered,ceo/e work in the immediated area.and contact the Engineer immediately. a EL ❑ per ❑Compost 0 O EL ❑Slane Outlet Sediment Traps ❑Sad filter Systems ❑Seament Bane CO H RELEASED FOR CONSTRUCTION E SHEET 49 0/ 75 Wits.When**.P.C.CRI,Cell RECORD DRAWING NO. ®Developowo onvlces Vv... CCsy etCe pus Cerise Nob:Consruelon Plana esdre b...e. 6 w eanav«.a In z.... CITY PROJECT/ CONSULTANT'S SHEET NO. ALL SIDEWALK WHICH ANTIS CURB SHALL BE TIED AM THICKENED AS SHOWN NOTE' CONC.LIEDMN/BIDDWkK WHICH ABM -7r6Ti{••Ll TYPE 0 CURB SALAU. //MI V.142. .t 0C J•R TMCNENED AS.OWN T. ^� THOKMESS Of PAVEMENT STRUCTURE IN • n• H....•.•... T,:•OC. J/{•CHNREA(BOTH SIDES) 5 t,/z'R (REFER TO n•CM DErAIL TRs SHEET) M csE sLNL rt BE ua T1Nx e•. A s• 1/r MORTAR FINISH (/ ■ /t• I •-F •IaLLYL B09MARiM£ TRANSVERSE MARK 0 • 1/2•MORTAR TOPPING •I/z•R • 1�� //i��r• /4�\� /z• 1 T • C 1/Z•MORTAR TOPPING • ASPHKi TYP. 5 EACBNe�x /z•HMc WEIR UP CONTROL JOINT '%(%%7�/� I j� TRANSVERSE WAKING l` -- i ^• TRANBVEMf RANKING •^� /j, � l�a NOT LY Rua.. • '�R3/LM] _—� , 11.ei, .1 FINISH ;,OF MUTTER • 12• ^ --• • -- f - -R` _ _,\ sLD�E _ w..COW. B • ) _ I CC REBATE M ARM.z--. • U M.coxT. '•.• �A M.tcoM I 11 NOTE J• c A �l CAL_~ T i •f • Yn FOR U•CNDIE vYN C f G O ORAL R`EOOKHASEOPTION TO II��1®� S• J• 6 N REBATES W _ ,z•O.C.(O•RN.EMBEDMERT) 2-O ••• §,SiT a ,N �6:��§ TYPICAL 6"CURB&GUTTER DETAIL 4"CUR!!&GUTTER DETAIL 6"REVERSE CURB&GUTTER DETAIL TYPE'A'HEADER CURB DETAIL 5 �• i�a�� NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE A `4 S 4 CONC. cuRB 51W1 BE PAVING 0`AP SFAL a ApOaWFD EOWLTREAK RISrAu ,J/Te• J/{•pP. F. VARIABLE POT LLNLIH ^ �?TIED AND BROKERED AS SHOWN •(REFER TO e•CM DETAE iH6 J AVER pPIJRSgN BWIO FRIDR PAVING LAP SCAM LMENSOGK JOM OP VALLEY CURER) NOTE TO E PAY FOR AS °• S. SHEET) OM.PLACEMENT /MSiALLO ECKAAL CURB•CUTTER {-M.{COL.MBAR MEND R�NIRILIPA ROW. $ 12. O BOARD BA IMAM LENGTH ROF CURB) , CON[ PUC1CDAIN _OR TO SLEEVED W/fNOS CIAEO. O l //�'Fi._%liiillA T PA�xEAIpr PLACE N CONCRETEcO°DRS SIDE i� 1_1 _'� � (Tmc.U� 1D/z•MORTAR a ^ /// _— F.OETAIIS % J/t"REDWOOD pPANSgN PAD FOR AS ry /� M.{REB•A rs m M /� 1•j roB0AN0B0/A SECURE CAP SEAL OR �TB/OAROp REDWOOD EXPANSION WPA9EK CURB•GLITTER AT 1Z•O[. L O Jt •., KRUNG FLANGE THROUGH COTiDy ...� Q BCWRD BTMSI xG 1 ^� N y Itiz•I GL�1 BOImM iTAxcE. pY' K v ;;;;;;;;;;;ffiAlljIHIIIII '�� PLAN SECTION A-A a U a NEECAP SEAL DETAIL CAP SEAL DETAIL • """i;i NEW CONC.TO NEW CONC. NEW CONC.TO EXIST.CONC. S'VALLEY GUTTER DETAIL "Er 0E B010 /3�I� k a L. ; ••• MOT TO SCALE NOT TO SCAIE ��NOT TO SCALE i H•e•DOWEL ERRS O W w •,I.SWINGVALLEY GUTTER NOTE' V ~ 0 • O TYPE'II'HEADER CURB DETAIL PAY AS RETAIN.CURB 101. 1$FTY STANDARDS.T1CUf1S DETERS°AIIL CITY a INCLINED ONLY ISOLATED O ARE NOT.LOWED R L. so NOT ro SCALE PAY AS SIDEWALK C011LPETE S WNR� �- rLpM.CURB TEEPOP.AND SHA USELL ONLYBE IIISSD W.NO PRIOR APP i0000 THHER OPAPME E 0 E C.PACRD IACKFu Ls • NEAR EXISTING MAXIM ; CURB&GUTTER AND HEADER CURB NOTES' H 0. \ J T III TOOLED EDGE(R9.) ,, , . I. URALL CONCRETE Cl/SS•A•3,000 P S ALL STEEL GRADE W V JOINT i 1 NS J JOINT SEALANT SAW OfM ISTNG \/� ® PROP,e•CO.CURB B• ..t DOWELS K l00 ICING ONE • SIDOTAIR GRAN ry W.000 PS.I..MN MEW CONCRETE J/t•REDWOOD pFAMSON \ . e ENO SUEVED'MIN ENDS CAPFEO •✓•CNFCNFIE[O RATE'. L TRANSVERSE GROOMS 1/n•'WOE BY 1/2'•DEEP SINN BE MADE N CURB•Cobb BOMU.TYP. , InRE-T7 O B ALL CURB•CUTTER AND HEADER CURB AT 10'oO.(110YNlly). J..0BARSCOMAFOUL CURB SHALL DID .A LJ___ svACNc ELMNATE 1-/t BACroTHE `I J. J/t•LICK DP.SION JOINTS SNAL BE PROVIDED AT X'-0• Eo S.CURBSANE.RB N K B• `^� M N/{•THOU=PANSKN N T .lO0TG (WRMUTA)). RENFORCEMEM SH.L CONSIST OF THE NG. • °EYONDE •LITER /tLBARS W - 1a el NMDRL. HJt X I 0'C SSHAU.BE HALL BE SLEEVEDED W.ET.UPPED B INC16 AND R15 ENONG SPACED AS NOG..THE NO.4 COWL Z Z•D C. I ,, i 00 NM i t•THE y *a { WHERE NM CURB!GUTTER 00 HEADER CURB Jp.EXISTING CURB Q • _ N''^f5L .Tim WELDED FABRIC !OUTER.TRANSITION THE UST TV OF THE NEW TO MATCH TIE Z• OLD IN SLAVE OMLL• N EPoKY GRANT • • S DISE.SUB BASE AM SUBOIADE THICKNESS UJD.CONCRETE CURB (y)N OOM'OS.,S•LG. ` I6S�t I ��1 Na GUTTER TO BE AS SPECS.N BE PROJECT sPECNTUTNRa w u1 �� AM PROJECT DETAILS.F.LOADING DESIGN COMMONS. REFER TO TNT.REN CURB (N.n•NO OM,COL) \//\.\//I�1\ I. •::: ,. A E PROJECT SPECIFIC STREET SECTION(S)AND RELATED PROJECT N Z Q PUDIC SLEEVES W/ENDS CAPPED. DETAILS SHOWN ON•TIE CRANKS. BOTH THE TREATED°UBGRADE X BASE k SUBGRADE PER NOTE S D I- °• 1°. e g Or LAMA N)AND TIE RENIBL BASE({•MM.)OR EWNALENT • /� PLAN SHALL EKTTO A NNMJM Of 1'BEYOND THE ENX OF CURB. O O V W n TER TYPAL n•CURB•GUT DETAIL IS COY STANDARD AM SHALL BE € (..)7 0 CURB AND GUTTER TIE-IN DETAIL SIDEWALK RETAINING CURB DETAIL PLAN FOR SIDEWALK SIDEWALK DRAIN USED N MOST CASE.DETAILS FOR{•CURB•GUTTER.n•REVERSE CURB•CARTER.AM HEADER c AC ARE SPECIALTY noes AM WE € W 1 / J NOT TO SCALE NOT TO SCALE MT TO SCALE MT TO SCALE PRMIDED FCR USE OS NEEDED TO ADORERS PROJECT SPECIFIC Y 4OWKlt SLOPE: NATURAL GROUND WxDMONs. USE a SUBIEC0 TO CITY APPROVAL O w 0 Z) < ZW VAX w S/t•EXPNISONI JOINT MATERIAL REFER J. FLAK ACCEMANCE OF THE PROJECT SHML BE CONTNGM UPON m R YN TO CITY OF CORPUS CXNSII STANDARDS. CO E 0(005 PROVO.THE on WITH•CERIECAT.1 LETT.. 0 (..) GA•S SLOPE NM. • PRTNE RUSTIC SLEEVE (IHRS SHEET) JHB•INK.••1•-T 1/z•WIDE FROM THE TDAS DEFNRTMET OF UCEMING AND MOUTON MLR). 0 D 0 W W.ENDS CAPPED CHECKERED/ / (HNC.)BOLTED To POLICY TIRO STANDARDS ORISON,ARCRTECIUPAL BARRIERS SECTOR. CI) I. DRILL NO SET IN EPDXY GOUT N CONCRETE W/J/e•.STAINLESS STEEL TINT ALL ADA(AMENGNS W.DISABILITIES ACT)HANDICAP H 0 NOV CONCRETE SIDENNJI DOWELS•1S•LONG•16•O.C. COUNTERSUNK.IK BOLT W V OC. IMPROVEMENTS.AS CONSTRUCTED,COMPLY MN THE TEXAS O (n PER PLAN. (MIN.e•ALTO EXIST.CO..) ACCESSIIN,STANDARDS(LAIC)OF THE ARCHITECTURAL BARRIERS O U (n ' _• I.MILL SIDEWALK REINFORCEMENT - (051 CO..90EMAU ACT ARTICLE BTOZ.TEXAS CML BLAMER. L T J/t• 1 J/t SIDEWALK I --3. ♦ CONC.wKN '/t II I I III/t' B AT LEAST I.OF BE AREA BONA THE CURB SHALL BE BACKFlLLM 0 SEINE;N ♦ D COMPACTED(AIM.%S STANG.PROCTOR DENSITY)N AIACCOREN.WMN THE SPELEICATIONS AS SOON AS POSSE AND Mx Y.1 NO LATER THAN.e HOURS O REYOIAL CA FERIAS(OR SOONER IN 0 MN.SLUM TX W/tA O ALL .0 THE E19T OF NClppfT WEATHER)N ORDER TO PROTECT TIE i • -�S/`/�� MMOISTUREMOISTUREOi THE PAVEMENT STNISTRUCTURERE H USUAL;,p, VEER /RELEASED FOR CONSTRGGT100kal SIDFWAI K NOTE% 1T• 6•• /{•BARS EXPAN JO ES TO BE J/{•REDWOOD EXPANSION BOARD. 'CNOIIIEEIt Mr KITMNZE LESSER SLOPE SLO t• °, 2 O • UNLESS OMEAWaE BRED. Z ALL CONCRETE CLASS•A••3.000 RM.ALL STEEL.GRADE SO.N- a SHEET 50 of 75 ON AN NNDAAL LOGTON BASIS. NEW TO EXISTING CONCRETE SURFACE&SIDEWALK SLOPE BEHIND CURB SIDEWALK TIE-IN DETAIL DRAWINC NO-.— Ma AFAW^..AE.ERA.c.M 060(0 TO RECENE BROOM!DIMS R.N. RECORD D.•.•.N.W^N..NN••N.B•.P SECTION B-B EN CM sE L SIDEWALK AMS T/e•:ODE BY 1/z")OR T.41 HE MOT TO SCALE MT 10 SCALE mg at Comm moo NOT TO SOME .cur N ALL SIDEWALKS AT s'-0•INTERVALS(IYRGL)OR THE Z ...••• MONKS SHALL BE SPACED TO MAT.T WM OF THE SIDEWALK. 8 .a ss.-rw Huoc A...F. J E CITYPROJECT CONSULTANTS 5NEEI'NO. cu- s a '0o �G •. T ta . nn/ ',47 _ rr , t' a' -4-110 .:- t. _ .•4417-.1.4%,1&f.t.r.7.4"T..... u �. L g i g Vir awow',: ,,,.a.gasdav W/IREF 612II_Clefist..151.04 YQ �V,eAml.A2f dt_w ,00,WI,At WO.MANG �,h\ / E5 . s Eriw�:ww ti T ♦ ".:T. 9Miw3 .. --�'V , ,i . . • r, u ewe 1 .•— 6 o..,.•r.,cexw W W1 U o ,Iw ..wY.w. 0 l E y tt ._•.... •q.,,..�, o CI L..-. Z SC.. NrS S — Z 2 Q & 5 ZCI J Auy ,W,. S • 3 `Q!&11'YTK7/1111L1 'A1...” O U U •NEW VIINAPARE ILINIFAI Wm. CI 4 A 1 _ °Zi76T'Ae:Y'L1YtMlliI2lACA. — _ °-1 P RELEASED FOR CONSTRUCTION swmo IAxC WAxpc JEW,... I.. .. W f SE.60 S.9 i,C "."r. t WY A.yanitw ne.P.O.CP%Cvr E SHEET 51 0; 75 ®oe.eiap ent UM.,EgMw RECORD DRAWING NO. City of Copp CVWSR g CRY PROJECT CONSULrmrs S4EEF NO. SL SELF-LEVELINGINTCORxIHG WHI/,• CV55 S SEALAN!00'M CORNING W S/° EV /.REBW R,]••,]•OG PPCROOVEED EQUAL ILO-SL SELF-LEVELING I j>i...••.••. 1EE: SILICONE JOINT SEAL OR / 5•CURR NQTF$ A ' APPROVED Ewu s(.I�L1.V LOOSND T$ALL NOMA.WONT AWNS 11. 1. EXPANSION AND CONSIRUCTON JOINTS OF NEI' z•i...................•;. CURB SHNL BE TIED AND SEPARATE CURB SHALL 71CH THOSE 0 E TIED YY Niel.AS SHOWN µ BARS CO. sIDFMAU(NIO COTS CONCRETE PAVEMENT.AND SHALL NOT A. • - • 1T 1JBED0 ' paQ 0.'.ce•s -2'RAOIUS p, TRANSVERSE GROOVES 1 B'WIDE BY,/3'DEEP SHML 'e `i`�P.i'`'.' 023 / O VA TFMEM Jaw WOE AT IO.O.C.( IMUM). •.I d CONC. SECTION WHERE NEW CURB JOINS FISTING CURB AND GARTER. J/ /A/ ' • M-SLOPE WN5 RONOLD IN vE UST OF HE NEW 0 MATCH HE HAPE , B CREx RO i '/ 11K w ' A MN./AS MAX. P. EXPANSION JOINTS ON ALL 51DEW.W(AND CURB SHALL • N a • WHi/.'-S/S' • w REDWOOD.NA JOINTS N.6•SEPARATE CURB SHALL • •'1/tI'-1/{' SI�� yp� BE BESFNID WITH.IOPIT SEAUNT. sAw CUT I} • .' 1 •d •� ` XS i S.U. °NUT IN A LL'SICOT. /°5 A.5•_I'/r .' Al •• F p h SNNL BE CUT IN , Ns(W LAM). W. _ gg,; EP EPDXY DOMED R 'nRD AT ^ i q£G a W O.C.CHEW BARS MUST i 3}79 E PLR=AT THE TIME THE o 3Sp`°"`PAVEMENT5 POOR.) LONGITUDINAL OR TRANSVERSE TYPICAL 6"CURB DETAIL SAWED LONGITUDINAL JOINT CONSTRUCTION JOINT € gi NOT TO SOME Iv-VW ,tis/,. 12• I VARIES-ASPHALT CUSS 5 SEALANT DOW CORING It y 59 SILICONE°JO�M SEAL OR Sf-''IEVEUNG '- PAVEMENT REPAIR SEE PUNS y CUSSL S 5 NT°OW CORNING TAOR(OAT APPROVED EQUAL G SILICONE EOU L OR N FINISHED ASPHNT PAVEMENT APPROVED EODAL A I LL \ \ D N p¢ I A n A g U c E1 N MY daRER ROp •.■.��11_ ■ V1 C N- , MOWN EDGE MARL SI•PIT. • .. (I{• 1/16•-1/{- PO•IIDC 51OOD1 DOWEL • . ) • U O TY w Ste/ REOWaOD A�• .� •' . a main P•IEMEIR A. -A __. _ /CIL DRAWEM*AS INGS*,CS PIER NgPMD CAM 01.T II rWALL SL THE mama T OF 1N°ww CO 11E TRIGS ESS OF DISING AOM0EM WlOML J CONCRETE TO ASPHALT TRANSVERSE SAWED H PAVEMENT SECTION TIE-IN DETAIL CONTRACTION JOINT EXPANSION JOINT W NOT TO Scut - F- H JOINT SEALANT COMPOUND Z Z W NOT TO SCALE _ CC Z 2 O O GENERAL NOTES: 00 >I. ELSEWHERE N 2. THE JOGTWN ER JM FOR SE..SIANLIO EN SAWED UNLESS NGS. rc w > 0_SHHORNION THE P FOR THE LONGITUDINAL AND 1RNS4RRSE W W O CONSTRUCTION ANDO RM THE TWO SAWED JOINTS. 5. THE JOINTS I BE IN ACCORDANCE WITH 1 E SEALANT 2 E(] wL WNUFMNRE'S RECOMMENDADDN.PRIOR TO BEGINNING OPERATIONS.THE 0 D W CONTRACTOR SHOWING THESRECOMMENDEDA EQUITEMENT FROM THE SEALANT PMENT AN RJSTAILV11ON PROCEDURES TO 0 BE USED. O 0 THICKNESS WO4. THE SAW CUT EUR DIE CRUSHED LIMESTONEDN 61MUSESD�AS THE COWSE AGGREGATE.BE ONE FOURTH THE ° O i RELEASED FOR CONSTRUCTION k SHEET sz D� Ts *04 A.WIYEWI,PJ,CaIR CM, RECORD O OaTRO NO.OPvtl°pRMIWRNNWI M.., g cons... IMCa1NNCMhl a New Mesh.e...°N oRm. Tw COW... MUM 98.8.E. CRY PROJECT/ RELEASED FOR CONSTRUCTION' a n o v p i; Sag $ ami WO 0 1 NI fiqi s • 8 o F g 2 IR 1; Oil 1 ' 6h5 ^ 2, - $in oaf A40 ; r Og 24 , 61A glg X..i 1^ to Aw g Or�la "22 i ! 1�g�"tea IA 6 i 1 R ,U a f � ea PO l'W ;;.,i 3 :: :. . :I: 4i Al A 10X 1,AI 2 0 17 2n€ O 22"'doaAP. pg. �_ 4 K 1 h s a* � wm eI iylogi Atit i k 3 4 N € ;IP 1111Tli r Ing i ,-AT = 2 z p N sAP P pa ,� a A Al 1 ST / 1 Ph Ip2!1 l A pg ,, y a ;2: ; 0 ;:>� : a 4 ha' ki $��o� a ;Fmm 1g� ir "i a ran igi .11K 'WM.< WOK 0.4.-0. 1/L MX TES 2 13' 0N. 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DATE err DESCRIPTION OSO CREEK CORNER SUBDIVISION COCC WATER DETAILS (SHEET 1 OF 4) CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley>>>Horn -, ocrODUNDS,71.0 m NATION FOSS WAIN NIALEI-140..1 COM 'ON 133HS s,1NVnnsNOo CONSULTANT'S SHEET NO. PIRIP E CLYWEC2N FINE H NTTS' 11/2- ��+��!5p,�y��ro F%£CURB I. ORA•.Acc SWL OMNST Of CRUSHED SroxE DR r I/L- a /•- •" '^"^1`11 ,�, COARSE Call 1,COARSE SAW .WORM E CD ET. I s `-' DRAW BED Mkt MEND A MN.I•AIDE DRAW WM. r/�'R D„B. / h 4. I. LAB SHAM BE LOCKED TOGETHER BY ~N All®L1.YL BOSYARIH affirr me'slut Ell e' T DOX WALL SETm RETAINER WANDS. J. FIRE HEW,ro BE axKm ADAWsr FRY sG.As varrrl. I I/z_ /—� ..+....j jpq.....i{'T IAA I FINISHED GROUND MADE A. ALL MEOWS SHILL BE INSOWED ELUNIL j/—/.. r sCENSE?4t- YM. Cyr A 1. URCE NOZZLE FACES ROAD,UNIE35 ODIOMSF WIEa �,2-/ .I`!0`�e.`.'S1?U102J SIKINIIN RDrATE BARREL.AS ROWELED. 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NOT PLACEBOIARO IN METER BOX SHILL BE RACED 1'BEHIND (z') (2') WA"OR 1" FRONT OF NOM OMITS PROPERTY LINK MID MU"EASEMENT AS REQUIRED) k NM BE REWIRED. z. K NEW IS MORE..II 2.FROM RICK BOLLARD DETAIL �*� D *Rm* SHEET 56 of TS OF SRENAK TO PROPERTY UNIE THE TYPICAL CONNECT/ONDETA/L MDT TO SCALE RECORD DRAWING NO. METE BOX SRAM EC PLACED EENNO A.Maw.Pa CAA OM SIDEWALK. NOT TO SCALE e yMr MT►. s tiw p - "�" "`--.... CITY PROJECT CONSULTANTS SHEET NO. s'0 e... r .(1O .Air kr REatwclOF TUNER ROIL LOOM MAWS S• DPENIN •E Nos 0571:44(4r r '(! CMG.APRON • ' * \•h ERRS TE' O. A IC MRS-SEE'CR W£ o�l Y r.OPENING q I�II.Y(.B09NOR!!1 •F:'a Taus-.Rmn {f I illH wa fa PEo o) NN 1666;(((�:t�c 6o;i�`'w{O.D.PPE N d. "�N�:R'..•:ASI2V]028 Y-°• ''/`J� � III =� •NWMLL LE4IGTIE OF INLET S1WL BE DESIGNATED u THE •%NEAR WIDTH OPENING. 1E1[4 ,F,� r,NMx lOP c�IEEE!MEM t STANDARD CURB INLET STEEL SCREENS srs:��� LAususNA..NREFOI••D �� ` H SAID(DsaaNMly O ¥E/YMNSIpI••• DNA-E REOD. !✓ IAEr513I.O.INEoo./IENORrN COHC.NILON k' yx6Nr(m./ A .RORr v Dvnw a ONFWL L•RNM1 a•sus ti•aaRS r BIRa v sus T SIRS,e GDRerRTMDUN,AWNrP ;A A/r•-r°- Ya'-e• NS'-E• Le•-e• NmRHD�sRon* 6 = $$ 6 5' x/. ./1•-z• YJ'-e• 41$-Y &As'-e• to. N MR(x NEM 0_ g % PLAN OF5'STANDARD INLET e' 0/ a. D' s/-a' ar-r 0 R-6 PLAN OF POST INLET 1 e STRAIGHT Y4 B. ./ VP-0• Oda• CAP-1' L8•-a• HPFC4I NOW. NOT ID SCALE .. TO' V. A/P-O' >✓rr•-e• rp'-!' Ord-s• NOT TO SCALE /I� I. CCNIRACPOR TO PROVIDE/..It DOWELS 0 It 0.0 eE ONO SIMO NE MRM RE SEC°EE SEE Or SMYGIf ��/ WHERE PRO...SIDEWALK ABUTS MAST.(NO SEPARATE PAESTUM M DT STANDARD RING MWC� /F E FOR CUPS INLET INROAr EMIENS4V DETAILS REFER TO STORY ••O.D..I'E'-S'Mt mu.PP[40. CI MG'AES • e•TH.CIL TOP p 333 WMIER STIN.R0 OETAX STOUT J OF J. I.BARS E II (.O BEND x.1x.� x-0' r Tot.CONC.APRON VIM BARS MESSED LETTERING 1=��1=1 •Tz':CE"•w DEnH .� ® GAF 2 OFFSET Ell. @ARE ��n�T�T• � DAMN Lnw li u_Irsn-i r�II IIr _n=n=LsII 1 3 f1100,MP.1 4O Q y/� NO. •Rvi0NVOh hflflfl OUInIUU�Un�.-.,•.II���O WALLAAND°OTTOM Y Ln SLOPE AS ROI SD r/' �ddd �0)��� O U�MRSU""' '�� O TO OCT.01 PIPE 78/GROUT B ��•, ••/ (J c, /Av.Prw fmT �� H I t- ��O�d �c� HuasNc HOLE ��/ e (/� °' NaI. / �aV d ANTI r0'NETS e , I�:`°�".•M+a...-..w. ,,,, ,,,,,,,,,,,,,,,,,, z Q In.� DYM:s A' m II ��, O0SH MNC W�' ' S/e' CMTTRIRCTON.IDWNr ` Te:02' �'�•,, o Ir k W (aSSIRIL) o°. LaNe• COBOL"A ' 'i U ~O���i41 Neu BE PLAN VIEWGRATE BLOCK (�Aa.Rmu AT I• �•'� I t Suscu. As u004.0f rSECN B-5 O °J .YL C WALLS t s 71101 r COVC.CURB A CURpR NOT TO SCALE Y b•SIRS I' )_ U a Wr- clOrrDLw eorrcv CUTLET PIPE IN r s•OR zs Mr OF MET IM MC 'L J L w NO.eu-os OMIT MC Avr GNIFCIAYN I Tom• 1 r—"Y VI T/r OR s/d T•"AAPP/roV,O EOWE� A l �r PICKSLOT DETAIL �� -u� C too S. Cn / II� c I 3 I/2T I f F O ��� J I.—M 1H•DM DH• xx•DM Q .Dwr(mom 1 r• as OPT PPe e• I —� " ra rN X H •-0•MM .� —{ u VC DAL W W zs Ts/Tr OR e•CONC.COLLAR R 1 Z Z o (' SECTIONA,4 `('I nKNIND E"� MOT 1O SCALE GRATE SECTION RING SECTION O O w LL PLAN OP STANDARD CRATE INLET 0(7) F-Q STD C M C ”r.-O• HEY GERM FO•D• STD.C•0 POT TO SCALE ' C 5 Q r 1NANSMON 0IRM3 IRMSMON S.OR 6• Y W Q 5 I- LLI E Euv s•a B. E •utor EAR l..lr LG raP aF G.we FaRFHSNED PATE r a• (� 00�°Lc.A7L0000 0000a" 0 CC m M j CITY STANOARO/NLETANO S/OIYAL/r / . fV BELOW EC Ar TO• //"�PV�EP ELEY.SEE PMY)EE (r , — — LI11 AaRE EE 0 SLEEVED 4a ZED r O 2COLLAR ER a<HET OIF RINf:k CGVFR N()TFS ARYAWDHL BE EASE JORDAN MANHOLE ASSEMBLY FOR LOAD RATING NON_YRAFSC. (SIDESEXPARRON ANT3 IMIL � 'v♦ EVE D.rEROrEf BETWEEN TOP OF C�� 2 HESE OETMIS SHOW CARET-WON CAS11NG5.FILLETED Ai Asc.WITH SHARP AHD PERFECT ARIUS. • v Trur'LOONS 1 CAS TING STING SHALL BE TRUE TO PATTERN,FORM.AND DIMENSIONS.FREE M RA OM CCKS,SPONGINESS AND JCANI(WMMH) O RMeevw AV L AORCOIEST DOMED BLOWHOLES. B. U FOR 6 f 0 SLOPE 1NRU QAWSION JOINT T T M 8 CURB UP 10 6'DM AT HET .SLEEVED DR GREASED l. MACHINE SURFACES To YIELD FEE WHICH WILL HOT RATTLE wrt PASSING TRARIC LOAD. S. TTRAFFICSHALL BE RESTRICTED FROM M.H.FOR 38 HOURS AFTER PLACEMENT OF RING. .ERRS Ar 87 DRS MA TOURS e. RING AND COVER SHALL BE CAPPED IN COAL TAR OR ASPHALT. WRus i eoira ME NEW MALE DROLOC+DOM NITS >. OTHER CASTING PATTERNS FOR RING M COVERS MAY BE SUBMITTED FOR APPROVAL PRONIDEO THE PUN FLOWLINSTRANS/T/GNAT INLET FOR PATTERN Of COVER 5 THE SAME AS SNDWN ON THIS SHEET AND PROVIDED OTHER CASTINGS SHALL BE 3 SHEET 57 of 75 COMPLETELY INTERCHANGEABLE.I.E..THE COVERS of 5 SHEET SHALL FIT PROPERLY,THE RING HLLEASmu 4"OR 6"STD.CURBARO CUTTER CASTING DETAILS AND E COVERS OF OTHER CASTINGS SHALL M THE RINGS OF THIS SHEET. SECT/ONC-0016) �.,� RECORD DRAWING NO. NOT TO SCALE 8. MINIMUM WEIGHTS OF 0NSHED CASINGS'THE COVE-80 POUNDS.TIE RING.ISS POUNDS. NOT T `�� D SCALE rA.M•F•R.raww g C7EY PROJECT/ CONSULTANTS SHEET NO. LIED.111E OR W.C.FOX E R.C.PIPE OR R.L.BOM LOGIUM(M)SZF AND SEE PLAN FOR SITE AND LOCATION(TY1) E P.C.PIPE ,E.•_....�Ej��yll e OPENING(lY'PAnon..15�� ���/ IMR SALE / 'W 11 (Try) i'...__......_........:l.r a maws I �� —— — �� ,� ILL 1JBADA r L. FRRF.SACS I/4" Z.. ASp� MN. e•u a N. e ` l-0 .._f�CEYeEo\,'k • PANNEWT ik,e 'M .o1� Hiµ __/////////////'A�y�9///////////////. z OPENING z ovENlNc MAoID Nwc�� P Yw. illOM i I�` £ITL!!±LJIA0..KEE ♦ •rr O.O IN52V LaTM /` E %\ $r g WI :� III: ■■rC L__ „. :Poihr L0P • l (,w'. 1 l e'� �°- I! . 1. °•'�'°•PIE 12.MIN. O.D.PIPE♦12 MN. OD.PIPE 12•MIN. `' IFI PRE-CAST CONC MANHOIF NOTES - 4-0•(YIN.) l-0•(MN.) l'-D•(YIN.) m 6 NSZD RE-CAST s'-e•WAX) °•-x•(Yw) °'-o'(MIN.) CONCRETE 25 DAY COMPRESSIVE SOCM.o -5000 PSI Il(ETE: fig: Ma: REINFORCEMENT STEEL-60.000 PSI FOR R.C.PIPE SIZES,DIRECTION.AND FOR P.C.%PE SIZES,OPECIDN.AND FOR R.L.PIPE SIZES.DIRECTION AND SN PEW YIN.SPLICE LENGTHS,/FEZ'/3-2e•/B-JJ' iSZDWLlIM ES.REFER TO STREET AND FEgYLNES.REFER ro SOEFT AND 5O LANES,REFER TO STKLLT AND U I MANHOLE RALL/RSER REINFORCED PER ASTM c.I6 TER PLAN AND PET AND STORM WATER PLAN AND PRONLB TER PLAN AND PROFILES TIP. 1 KEYWAY (/) ) PLAN PLAN PLAN 2 KEYWAYDETAIL TYPE A^MANNOLE TYPE W'MANHOLE _TYPE C'AMNNOLE TYPE'0'MANHOLE d U c HUT TO 5E NOT TO SCALE NOT TO NO TO SCALE T SA NOT 10 SCALE (/) N CAE N c POLYFTHIIENE ADJUSTMENT CRY STANDARD ROADWAY CITY NANO s 6 ROADRAY 0 k LV RINDS(FOP) wANnDIE RING n�o.ER I p � I' CONCRETE POMSSIBLE C01611NCSUx JgNri L (T))/°• /VSMDAL SPA6CIXG IMP. EN lEO PAVEMENT 6 � U o Dili ® C STANDARD RING•COWAY b FINISHED PAVEMENT � � HOLE RING k COVER /B a 10.O.[.EW. I,_-_ r 0 C �W �� \ FINISHED PAVEMENT I RIP k MTro4 Q '# /e a 10'O.C. �W �W�� p COVER BACK b / f �_d--__��,�Ew.TOP a Bmrou Hal N a Ir o.c.HOPE.BARS >_ C /S ALERT.a 10'O.C. G S/e' �� /S YERr.•10.O.C. �� Vy /S a 6.O.C.vERT.aARs V O gLKIDIE IHANIXIHG IIOIE Ly(r� IAA r�/�///�/ NV E�ITT ta I. ! / I. o g %PE / CIOMMIRY.a,2' S0.DVMMD �� ,..10-D.L.EW. .• 1 1/1'LETTERING I I/e" r e I e• oc 4AK a Ix' e- WORN I 1 I' / TOP a°OTTW RECESSED RUST ;-- tl N. •°p.c MN CONIpuR eorro4 OE tl_ C.°OK OR I _ R BOTTOM OF I J/l' / SIZE VARIES / r,/ IIANIOIE ro OURET I 9ZE VAR6 RPE M/GROUT WEE Mill lip GI PIE W/cMOD in O PLAN VIEW PICKSLOT DETAIL yaRFy g�+} I HIV + ,a ER.a to o.C. /1 d.Ats 'A/gli SEE NEMO DETAIL it kaPA A7 JCFF� 11 SEE Kfl"'DEAL i , ■■■■_ ••••■■■■ / R.C. / ' o.140RH.o tz• r—zJ J/.•oM a I/x•DY I II�I�� w Nip � EiB X OR / mNrouP BOTTOM a M T,/l'aA Y/e'Du Wffi9��17f '�.51�M9EiN�'il LiY4Bm�hDY �.A� iEE'�iffiI / . / MANHOLE To OIII O 2' l• O zl•wr z• w /0DOrEu e b /a ooREls a g� (ME vAREs) ' PIE w/GRIM W W 2' ) 1 e•CEMENT-nAA1zRD SAID �� o•o.c.(TIP) \,1� w II BP..ir �� Sff""'"DEr' Z Z Q O D.O.PIE a 13'MPF. REDOING COMPACTED TO BMO PIE a 12'YN. � � N sTD.PWocTOR CROI rsTLM LA Li J I/O s/e•�l— I I I/O• �� L—zz,/a DMA I .-D•(r1.) \ Deae)TOR PREEwsr YwIDLEa ••_D•nN.) AT w NMI- MkM +� 0 0 JH- s•-e•(Mw) (sEE ROTE Ix) I-z•(Yw) I EA r O•o.c. g 0 CO— LL vs- °e/e-DN 2 02 OM /5e 10.0.C. • FRAME SECTION �g WAY ROTE: 0.0.C.DOWELS P S. Y j _ COVER SECTION LATERALSIOWN PIR PES NOT LATERAL CLARITY e• 0.0.PIPE. z•YIx. \ e• W O FOR !'-i'(Y202) /5 a If 0.C.FA WAY U m (n CITY STANDARD ROADIVAYMANHOLE SECTION SECTION e•CEMENT-SUMMED SAND SECTION OCO 0 --IB BEDDING COMPACTED TO RSx u01L' RING COVER CASTING DETAIL TYPE B'MANNOLE TYPE C'MANNOLE -SR....OR DON.('so TYPE O'MANNOLE SHOWNo"R O H NOT TO SCALE NOT TO SCALE NOT TOA SCALE (SEE NOTE10)FOR PRECAST MANHOLES NOT TO SCALE 0 U � ROADWAY MANNOI F RING k COVFR NOTFS GENERALNO_TFS FOR CONCRFTE DRAINAGE STRUCTURFS' 1. MANHOLE NNO k CANER NULL BE FAST JORDAN v 1166 T OTHER C3THG PATTERNS FOR RING k CRIERS MAY BE 1. ALL CONCRETE SHALL BE CAASS T.(3500 PS)EXCEPT Cm STANDARD 0. TIE L0NOMCr0R OAY PROPOSE ALTERW.IE PNOLEDII 05 FOR THE CING OF REINFORCING STEEL SNAIL SE PERMITTED EXCEPT AND FOR SLXCOL ZONE SHALL BE EAST JORDAN SUBMITTED FORAPPROVAL PRODDED THE PUN PATTERN OF CURB INLETS AND CONCRETE COLLARS MAYBE CUSS•A•. CONSTRUCTION OF NUTS AND MANHOLES,INCLUDING PRECAST UNLR. 1 WHEREUO HEROSE NDTED OM TIE PANS OF PESMTTTED IN WROING BY BOLTED-IN 1165 ASSEMBLY LOAD RATING HEAVY DRY. COVER S THE PREAS SHOWN ON THIS SHEET AND PROVOED T ALL REINFORCING STEEL SHALL BE GRADE 60. PANS FOR SUCH PROPOSED ALTERNATES STALL BE SUBMITTED TO IDE THE ENGINEER. 2. D1ESE DETAILS SOW GREY-IRON CASTINGS,FILLETED AT MOLES OTHER CASTINGS SHALL BE COCOI LL PIT IRORCHANOFAWF .E., J. DNEM0NS RELATING 10 RENFORCI IC STEEL ARE ro CEINERS OF BARS. �GHNOE10 FIC POEW AND APPROVAL BEFORE CO 10 51!ON.PRECAST WITH SHARP AM PERFER ARISES. THE OP 011100 00011ERS F MN SHEET NG OPALS AND THE COVEN OP OTHEROPERLY.THE NGS VERTGL STEEL LMT BE SPLICED(IS YIN.TAP)N THE LOWER TRAFFIC MONO AND SEALED RI A LICENSED DONOR, PORT Ha 20 12 IN DEEP IXGUSHED (>2O')OR BELOW WATER OF CO USE CRUSHED J. GtSTING SHALL BE TRUE TO PATTERN,AIRY.AND gYEN5ON5, l' STONE OR CRUSED GRAVEL MEETING CARNATION OF CONCRETE COARSE CASTINGS SHELL FIT ME.42 OF TINS SHEET. ONE-HALF OF ALL INLET WALLS B. ALL IN.WALLS STALL BE FORMED IOCPT WHERE TIE MATURE OF AGGREGATE;DOOT REM 421:GRADE 2.J.OR 4. FREE FROM CRICKS,SPONGINESS AND BLOWHOLES. 0. MINIMUM WEIGHTS OF RNSHFD CASINOS:THE COVER 160 5. IN OF CONFECT BETWEEN NEMFORCNG SIM.PIES AND THE SURPWNDING INTERNE IS SOH MN D CAN BE TRIMMED TO A A. MACHINE SIMFACES TO YIELD ITT WHICH WILL NOT RAGTIME\YIIH POUNDS,TIE RING-ea POUNDS. ROLE FRAME NNE RR 2.2,...,SWIG BE BEM DR wuNNND ro SMOOTH VERTICAL FACE WHEN IN.MALLS ARE RACED TO NEAT E SHEET 58 of 75 PAWN TRAFFIC LOAD. CLEAR AS DIRECTED BY M ENONEE. IXGVATgN LIVES ME W10 CONTRACT PRICE NOT EMCEED 10 IMCNIES. .WeN PORE CGSFBTIESSCTWM S. TRAR%SHALL RE RESTRICTED FROM Y.N.FOR NI HOURS 6. TO SUPPORT NIL 20 TRAFFIC LOADING.RNR STALL BE DESIGNED 6. CIWFER ALL IXPOSFD EDGES 2,,,... mesa.CPAYMENT FOR URB. AT THE CONTRACT PPDE SIMLL INCLUDE TIE ®� i % RECORDDRAWING�. AFTER PLACFMUIT OF RINGZ. PROVIDE Cm STANONID SIDEWALK MANHOLE PNG AND COVEN FOR Cm IS 6. NC AND GOER SALL BE DOPED IN CON TAR OR ASPHALT. sTANDAID COMB NET.PROVIDE Cm STANDARD ROADWAY STORY WATER tD.INIPr M NLET SHALT BE SLOPED 1'ID WHIN GAOLIT. N :M.��_• X NANIDIE RING AND COVER FOR SPEENL CURB INLET. �,�gwFiN.NN. g -.. —•,-www.N.• ; cm PRCVECT/ CONSULTANT'S SHEET NO. 12• w INIOADLE WATERSTOP OR lYAE110N TRANSITION a ♦-e• e• qR- 5�ANT ��. 4.41ti11 FLOWUNE s'-0•51AxOMO •e•WNW ExipEON NAPALM( RI. REPLACE otrsTER can I."Po z-N COM.(•REM fl ./ '..•fit (IOf D TYPIOVJ r CUTTER am+-• CURB MET rt• °. (to TYPN:u) Is erns AND CwFn CORPUS cHRlsn STANDARDS PROP.PAVEMENT + IEAL 13B60A_?T.!!! SLOE A GRADE BARS L N REBM I, ` REMOVE ND RECONSTRUCT 7GL—_RUM'. G5T-IN-%ACE]000 91FAN OUf OPENING ASpp.1 EN...?__: w — — /(1'at') 1�• + EMT.CURB INLET lOP y® CONCRETE NEOUWED TO CONNECT A�I�`A ^SR3R/Y1B LI`�/I AND MRWISQE O q � PROP.R.C.%PE _ N BARS O L-_ INLD V PROP.P.C.%PE a•CAC .CEO q N CONT..910.C. A I w NC (SEE VARIES � L_ _ , ( (ATDPO sLAe) PLAN s�'�lr� SEE PLANS) LBOX CU R.C. C N OO.. ♦ •12.O.LC. BOX CULVFRf BLOCK OUT WILL Di cm om ROADWAY STORM CRRL e•WITO pBr. /7LEM 4 IR STMARO CURB WET �..T SUPPORT ti WATER MANHOLE RING W I�_� wD ExIEO N EPOxr. X.VARIES / O N TO ACCOOOATE WET 101 E-m IV AND COVER ET..GONG.SHAL ' �— (SEE PUNS) • ``\ .X.' 501YNEj FNBxm PAVEMENT �UONGINGNENED O 5.1 BE - RED I pm. = p `JOI DPP) c rPPLED PRIOR ro I i(SIZE VARIES) ^ �FTF±� AIM GYP) Iu'1- :LI POURING OF NEW I N e B•O.C.(TWAT N Burs(TAP. ALL AROUND) 4/Fin CURB INLET THROAT EXTENSION PLAN =r III PERMISSIBLEG� I ` I�� NOTE: DRILL s EPDXY cRom VARIES _ COHSTNIICIION CURB N�CONCRETE DIST.WERT SURFACE TO BE /S.1c•LG. O.C. (SEE PUNS) iy NOT TO SUL( n N♦12.O.C. CLEARS)♦COATED W EPDXY ((EMBED 1•INTO CONCRETE IR j I I B. S E J•-0• a MONO AGENT AND RELMPED x WM.I) p 3ER NY�I I EXISTING awOw"NES.M TO MATCH • D$ �+ PETER TO CO.of SELECT EXCAVATED WIEANL� i /e•♦♦•o.c. REMOVEARO REPLACE TOP PROP PIPE TO EXISTING - oR • 1 rIA♦a•0.C. b CORP.CHRIsn STD. NE(STD CROCTOED TD —— i Y°FT; OFEX/ST/NGICURBINLETDETA/L R.C.BOXCONNECT/ONDETAIL e• CURB INLET FOR CDAE NE STD.PROCTOR DENSITY (ARM Dane) , Ne e16•CGS. ro SCALE PERMISSIBLE II♦6.0.G THROAT SUPPORT r j 17 MN ONR.Jf. I -I- Nee•O.C. PAVING APoN E `F-"" BR _x1-PUCE U��2a •-. GRADEBOA ENT ' TEYPoRIRt JDOD PSI CONCRETE V)11`` / CONCRETE FOR11 .PyI�E � ZYIN.• (� In l � ® In DI11LL wD SET IN PROP.PR = %: - 1riiii nBARSa■11_ eox c -_-II N GUT. EXK1'OP•2.-6.LONG /5 %/ µ p/mBNICK 4\ IMP TOP a eoK) %// —PERMISSIBLE - Nowx _ rnusI B. e1 1e• (szE vABEs SEE PLANS) %/// l• — —— ....sca1 E Iii O MIEM 'iE� SECTION -T- NOTE N BARS ° /�/� PE GOOF SHALL BE USED WHERE A TIGM z•1556J /��^' / / JO CANNOT BE PUCE%SUCH As A BREAK z�C O N IN PE ENDS OR TIE-M �. SECTION OA AIANNOLERISER DETA/L �.�. TO EXPIING PIPE OR STRUCTURES. NOT Co SCALE NOT TO SCALE // o EXISTINGR,C.PIPE PLUG CONCRETE COLLAR DETAIL V o ONPAYEOAREAS PAYEDAREAS_ UNPAYEDAREAS PAYEO WIT AREAS TO scWE NOT Co SCALE TOPSOIL Co BE PROVIDE AS PER PLANS TOPSOIL PAVEMENT TOPSOIL Co BE PRODDED I AASPVER PLAN CONCRETE PAVEMENT GENERAL NOTES FORBAC/YFILL EOUA OR(A•BETTER THAN Ikm.DEPTH) EQUAL DR EIMERR MAN ITEM(4.MIN MIN) TABLE 1 • TAB'E 2 Das, BEDDING AND INITIAL RACKED 1 FINAL BACKEII 1 1.111111 _ 11111. 12EI OW PIPE TO 12'ABOVE PIPE), (GREATER THAN 12'ABOVE PIPE) '�3';♦♦♦♦♦♦♦� 'T %/ -♦N:Imu.0HAL BE GEMwr ♦♦♦•..'¢; 'J/ V.�BACKE,SHALL BE CEMENT UNPAVED AREAS PAVED AREAS ►i♦i0♦00�' nABu:m SARD u,D slMu L.cT C►OO♦♦♦♦♦♦i• nanm SAND A.slMu - ►♦♦♦♦♦1 TIE IDLowNG RIMUIMEN S ►♦♦♦♦♦1 F V'\R MEET THE POLLOWNC CONSISTING AND INIIMIL BACWFI(SIWL PM or LORM W IERMLL A FOR or F IOR POE roFOR rz OF PPE ro J'O. (•7 G1 ►♦♦♦♦♦♦♦♦♦♦� SEE TABLE z-MI 9 yy `►♦i♦i♦i♦i♦i�+•�N SORtREW THE PRODUCED K DM1gP wI1RW.SAND 0 sV.OY 0S6 M wrENMt BOTTOM of rOPSM A BJFRW of ROW BASE WOO.MALL Cr IX 1P •►♦♦♦♦♦i�♦♦i♦i' COMP/Lim ro BSx afD.PROCipI F. •►♦j♦j♦i�♦♦i� "D SEE TABLE z-OEM e m BY CRULM.0 OF NATURAL STONE OR CMIII.SEWER AWES: NCO.SHALL BE SDEtr MATERIAL MOM MAMMON OR W W LL `1 •♦♦♦♦♦♦ DELEnr(wm Case) da ♦♦♦♦♦♦ •9 I.> . misMTmroRsx s1D. �wR1OLm SELECT wm1ME TO BE wroRrtD wr[RML Aw M. A •►♦�♦♦♦1 • G♦�♦♦♦1,.•A; r. EYGMIgYT<XOr PEES AND MOW WATER TABLE USE FROM DE ENw.ON;OR WIT ME FOLLOWING: Z F 0 `►♦♦♦♦•♦♦♦♦♦1 ►♦♦♦1��♦�♦�,. PROCTOR Op6r1T(ASTY 0ese) MEETING MC FOLLOWING CMIEASI. IMPORTEDR WmBM:ALL ro �♦♦♦♦♦♦ J •♦♦♦♦♦♦ y T R BE FREE O•Rom DESWS LL<.M Z < (•') ►♦'I♦♦♦1 �SELELf BIEKFx1 WTER14 ►♦♦♦♦♦1: ♦♦♦♦♦♦ •+." \♦♦♦♦♦♦' . i.•. �SEIER BACKFlLL WTERML MEE1M0 AEOL♦IpEN15 Q�ATIY DZIeP FOIL: OR ANY CLUMPS GREATER R e-A ►�♦♦♦♦1 1 PROP pGVATIOx CpPACTm ►�♦♦♦♦P 1=1A _ Pr1DY IXGVAIKM COYPACIED SP m ROM 2•IN OWI FR: NO CLUMPS a 2'OP O O I . •1AV♦♦♦♦♦♦♦4 TO Rn STD.PROCTOR DENSITY \►♦.�♦♦♦♦♦♦♦�.•.•..-.1: .r ro RSx sm.PRaclpP wanr SW GM 1carE u7s COBE PLACED MOISTURE 0 CO.Jx •♦♦♦♦♦ ♦♦♦♦♦• SM OP-ON U(n c W ►♦♦♦♦♦1♦♦ ♦♦� (ASTM TABLE TEl►♦♦♦♦ ♦♦. ♦�A (ARM Dose) C I♦♦♦��♦♦♦♦♦♦' SEE TABLE z-DIEM A �♦♦♦♦♦♦�♦♦� SEE TABIf 2-ITEM A Sw-sx UP-GI IO•INJT. COMPACT RSx OM STD PROCTOR Y` W n E ..:{ %� 12 T - .... COMPACT WRBPYL ro nay LOOSE LM1S OF I0•MIM OR IF SEEECF / 0 _ SEIECi BACKFlLL MATERIAL \ ♦ ii SELECT BACKFlLL WIfRML FROM \ ' Mp.MyNC�.PEW_JOS'SAlCO PROCTOR rOO�� MEET•RE FROM p E/ ODES NOT W /2'SIEVE-MESID MEET REGNREAENIS,DEN USE CEMENT W O EROS EXCAVATION COMPACTED ♦ EXCAVATOR COMPACTED .A ' MOISTURE TO BE ADNSRD STAR1lEED SAND SEE TABLE 2-ITEM B m Co RSx STD.PROCTOR • I STD.PROCTOR DENS.( •• SAND ENc 001151(WIMP 0NCKilw RUSTIER,'INDEX(q1 NP TO 10 MAX iB Or OwrRew. 0 fn (n MD51TY(AST 10696) /♦ D6W)SEE TABLE 2 ITEM COMPACTED Co ASS STANDARD B. FOR J'BELOW D BASE OF ROAD BASE Co U J SEE TABLE 2-ITEM A ♦ i I 2. DEEP Q'TONE OR OM OR AVEL EWISPR.TABLE USE B. EOPSCE ID BE PREMED BJrIRI OF ROAD BARE: U PPOCIOR OF115ITN'(/SIT WM) CRUSHED STONE OR CINSHm(RILEL MIEEIM'G LYBIGRW OF: EOM.OR LEPER LIMN ' ♦•/ w0 ENCASEMENT(INITML PERM.) ,. � ErrsrnT::MP wrz11 0 U Q COMPACTED ro BSx STANDARD \• A COKMIE COARSE AGMEGIE' i NEAR 421:OWE L S. (I'NW TOPSOIL COMPA RPM. SMO AL SHALL ME CEMENT FLUORINE 0 O I•Pocroa Rralrr(ASG Deeel `�• W,. CELO"-nABL¢m wro MOPE�WIN*• •- ..• ._ _ (z SI1(s CEMENT/c.Y.OF SAID) 10 E M' MALL MEET DE FIXIOWWF O /, W GOMPARm ro BSx STD. PUP Au ImmEB R �d� V p ���f i� ����i rRDcroR oE1aRY(ASTM DeBe) I. .USE. (coNsnadcnoNFOR PPE[MYpW 0840 F OR SMALLER MAN re 0or 0 Tome'00 i.Pbs9eG DDR O.D..T'-0• O.D..2'-O• wWOv OEDGID UNDER PPE. �0 RDA00�PU�0v /z• r0ox 2. FOR PIPE DANDER GBpIER I1YN re'USE B.MAVNUM 6mM'G 'oSALp) N I NOTE-(CONCRETE PAVEMENT ONI Y) Moor PPE. II0 w-r00 25- CONTRACTOR HAS OPTION TOUSE CEMENT /10 10-200 STABILIZED SAID OR BACKFILL W.SELECT N Nv 10 BACKNLL MATER, - RELEASED FORCLINSTRUCNDy b SHEET 59 of 75 TRENCHBAC/(F/LL 2 SACKS CE110•T/C.Y.a SD. TRENCH SACRA-ILLFOR STORM WATER PIPES FOR STORM WATER NC,BOXCULVENTS ..•.. BEAPAIIPACT ro R'0 r�Dene.MOs1.B . REcoRD DRAWING No. w.•.�...PA. BEE AAN4IED ro(./-2x)R SRARE. (i NOT TOSCALE NOT ro SCALE v..,d4........ .4 CRY PROJECT CONSULTANPS SHEET NO. -, ° TABLE I.RECOMlNDEO IMAM TRENCH MOTH& } `< �. HP STORM TRENCH INSTALLATION DETAIL PIPE DAM�„„DTM •A 0S I:j 0 f OVER TO N CL • (n, 04220. ycual 161a l ne 11050.11 Y sPNmGLwF nWaN.l (WJN..1Il r !.' 1 -_ - ` BACKK,.1 (tlW nnl a.1�6m11 1 tr \ J 1_ • `HAUNCH T..3 rrIN RECOMINNCED COVER BASED ON CO 86 ANGLE LOADING C.CINONS 'f L' 9..fi. e. aEImINc SURFACE LIVE Lonomc coxaTlnN 2 &*P`. •�: aaI1ETNc v fON NI+Ir PIS ---I Mlu (PetEl —H IDn H-25 HEAVY CONSTRUCTION p Yam' ��;np; P1PE 01"F'F MT AxiF Lwnl• '^ Ogt 1/ Y M ...88 6w MIL REN Hw°H _ (.TIT-! 1 me ml 0:"....m) �12. 40LY R •me 1 ALL PIPE SYSTEMS SHALL BE OUiwLEDN ACCODANCE WITH Ab'IMDI]31.`STANDARD PRACTICE FOP UNDERGROUND ``11 Ietllmn 11tSNmmII › ® t' ; I _ w9TALLATON OF TNERMOR ASTC PEE FOR SEWERS AHD OTHER GRAVITY FLOW AWL ions.,LATEST ADDITION. VEIq EBIN EXCESS JF TSr MAN[Ea1NF ADp1gMAL COVER `Y J 10.61.510.0.3 WITH PER THE II.LATEST THAT TIN OF An wcIFRL MAY EnENoroTNE CROWN.)AS THE PPE SOIL CLASSIFICATIONS rAeLEJMAu.35T NFORAODO1110 RMPEEB )3q5 ARE PFB 1NF urE9T vERSUN a A6TM p3Jit CUSS MATERALS INN.CHI A0.DEFINED N PREVIOUS VERSIONS OF i l:u a.— AST.un]I ARE NOT AnnOPRwTE&SCROLL LA CLASS c6S I Cuss a,L9S 91 -CIA" '' - ri �_ �1 , •"an.... *'�• x NFASURES Blinn n BF TANFN TO PREVENT L«w,TNN OF NATWE FINES INTO SACS,.HATFRIN.VINFN WOMBED PIPE w.COMPACTED 90•. 6s 21 . m 110,16 re � s6H 4 �._.�n1rRe6B� FOUNDA.IOH Im Tr46 IS INSTABLE PIE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED Saw 1 • TN SUITABLE NATE..AS SPECH.D BY TIE ENGINEER.N AN µTERMATNE AND P90mn1 I1..N1 _ 11621 M 6(16.=w)N.1e)N e) j Ira oo AII.I6LNX`Ion.Ntlde`UMC1.4IneeN.1NETREN,nnOlIcmNATBB5I ILMEUDeN,A,�VIF.11.NMENwL (li a }1 _a...... sM S aT56m) Bnl '9 aN)16Aw1 N9w1 roAnl IA RAI M.RnI [+®rwe A BEDDING SUITABLE MATERIAL SHALL BE CLASS I.II.ILL OR IV T.CONTRACTOR SHALL PROVIDE DOCUMENTATIONFW Ir H 30 Zl 16 32 tT 16 MAERAL SPECIFICATION TO ENGINEER.COMPACTION SHALL BESPECIFIED BY T.ENONEERN ACCORDANCE WITH R6amn1 (13.46) In 10.Am)0 9m1(67m115.0m1 IApnl `ABLE J FOR TIE APPLICABLE FILL HEIGHTS LISTED UNLESS OTHERWISE NOTED BY THE ENGINEER,N.M.BEDDING N' JP 16 IA 15 N M 8 V AWNe/�(7yy THICKNESS A'03.6(I 605 tYN'aWnwlINVER IIDAMETRR RPE,6'IRACE FOR JD'8TIT501nnn1500nxn1 16Wmm1 111..m1 Mn1 lS ant H}II)p.Sml la.JmI II.YnI CM ® �'• 'V!1' DIAMETER PIPE.THE NI TIPS INVERT SHALL BE LOOSEN RACED.PLEASE AUTETMCIA.SsN b % 19 IA T9 IS M IMTERML.S L6wTED APPLICATION ANO CAN BE DIFFICULT TO PUCE AND COMPACT.UBE ON,WITH THE APPROVAL OF °60.161 01.Yn1 exw119.6w1 ON.Ben)M.an11A..1 • EXPERT 36- N 20 SPEGFICATIONS IWO.., San: 1.9 Mlaw)ISAw116.11 Am)pant I>Q. „,• � �. 5 rinALBKIF4L.SOURCE MATERIAL SHALL 0E ttA561.nI6.ORrvNfHIF PIPE ZONE FxTENMIG TO THE CMMM OF INE AT Yit to 10 IS 11 10 a U 0, •11.� RE CONTRACTOR SHALL PMNOE DOCUMENTATION FOR MATERIAL SPECIE/CATION TO ENGINEER MATERIAL SHALL a ig .- NEOUN.DNASTM OIJ2I.LATEST EDITION.COMPACTION SHALL BE SPECIE.°By TI.ENONEER N III.". 16.Tm1 AwIMaN a".MBmlaM a Mnl s®. r u.was I..� ••.ro m.a AC APPLICABLE Fill REALMS LSLFC PLEASE NOTE CLASS Iv WIERW HA6lYTED N 636 M 9 M 10 10 • {n v "••""•"•^^°`•"°^m'^'A Ia mnICATION AND CAN BE OIFFICNLT To;Tu...coTAITALTr.USE 0.1,WIEN T.APPROVAL OE A SOL EXPERT D.. (.5.1 a1*IN(4 .Tw)Ma.10)0 1Sa.! Q Ln c 60 "...... >.$[ou:7'22.-1.1y^.I•I'm"N.SV. 6 EIIHIM FIC APRR;ATINS CRASS OR LAKINI.APE AREAS)O 1 r F.EXwn,160•1 05306.1 18.1 AI.1a]w11vw1 MAN(3060 a.w1 ii \3 C) c UNM COVER MAYBE REOUI.0 TO PP,F NT ROTA,. ORT F FuNE.,TABLE OUNRATED,,smo AA.R.SEcy....LOSD n �•O L0 W TOP OF PPE ,,-1.rt..I,c COMPACTED TOWA SIM AND CLASS II,COMPACTED TO OS,SPO IS REGAREDr RESISTANCE FACTOR DENNILRF0)PROCEDIHFE WITH THE FOLLOWING !- APPLICATIONS CUSS li XuiEnui` R,IS,2-IaBmnIW i0 Ar O3IxImm101AME TER pPE AND N'I+oaNnlOF A351AMTIONS-. V '.6- ..:...A... FOR TRAPOG APPLx:ATIONS NNMUN COWER, '• COVER FOR 001150D.DIAMETER PIPE MEASURED FROM TOP OF FIFE TO BOTTOM Of FLEXIBLE PAVEMENT NO HYDROSTATIC PRESSURE OR TO TOP OF RIGID NAVFMENT NIT WEIGHT OE 3011.1 .I.130 ME LL u 7 FOP rt RMATION IONAL MEC SEE TECHNICAL NOTE ip I1w wrNwe. • I.wP YV1..1 W � µ *0046 1366 •V TO i 6 ., f Oa 4. • 2 CC fY w 0 Z I— a Z Cl) 00 (/)(j) C U ( D .J Y 5 O Q w —0 NI— U C O � W C/) C) O Q 2 6 RELEASED FOR CONSTRUCTION SHEET 60 of 75 Int A W16N616,P.E.CEBE CNr • RECORD ORARONC NO. ®u69.1696NIM B6WIu6 DIBN.N z Ply MM6rp s C16 e NB Non Coro... $4coara.1.AM..UOC3. IN..nm,6N C Cm PROJECT CONSULTANT-5 SHEET NOSEMAIELSKILINILUSIDEIN ii1BOSN WiH ,N „: NN{{V xsrc + tv • JEOI e .. EN . ELEVATION : .. .t•:'-r... fir...«., , f _. w"� Fa%gym" L ._ w. , TO i, i, .t 4T - , - — ... _.+. - . w _ Z iPiTiiA- z P i i i.s5u nillito .-� _ _ I'. • 3=:Jr;-W i p � cy ,...,,.i-, .f.--q.1_,_....'W,•-: . . 67 t T"'..fib', .N - - a"I y r F� a _r.= x v -r t i. �.. "of v - _.a. 1 In n.unugN FLAN cn \\ -• .•..:\ ri — CONCRETE HEAEAVAIIS \ SAFETY END TREATMENT C . .. I Cr SSE..vro-cu WINGS errs "1� \t��� \� "•� �i• I�' wrrN FLARED�wl es j V),c WIT,.LANE , ON ICI .... -... _ _ .. .. CN EWO ,. .. _ _ SETS.FWq 0 C TYPICAL.ITIO ELEVATION SECT!.A-A - -O E ; V ' O L. a, 11 I TT.N � W�"��� >' H „-. ,:i . 0 ,7, /— LLJ i}i c- \ U ' v...-. A\" ., ILIUM LLI Y PIPE RUNNER vrern o NAM rWEIRwivu� 0 Q 1 I _� --I �.r: r p a, IJ� • CONCRETE WINGWALLS • V I 1- C 1 SAFETY END TREATMENT 8 WINGS nN FLAWED o=.Ewro �p.T... r.o..., ,• ._N_ \ ' Fw - SFTR.FW-0. ...�N.a CORNER O`TA"s NM....• YIP.NYI„N.N O.Iuu A,„,,,,,,,,„,.PP.O.,AI.s NONem,u,N5:,re NON,,eA u.„uu 3 SHEET 61 of 75 . .,. RECORD DRAWING NO. a A CITY PROJECT/ .I` s , • I 1 E t... 4. ✓ I• -n i. V/: t Mil f'Itt ill + s _ * I;}1{i 11N 1,11 x 1 1;1 t .I4i1 Y:t i a D o ,• `�lh #'� .if t g"f , , In, aY 6 R n= Npi i (II) 0213 ill I1i! n t i o PENSION NO. DATE BY OESCRIPRON PENSION NO. DATE BY DESCRIPTION M OSO CREEK CORNER 1 SUBDIVISION iti Kimley> Horn 1., to ��oo ..- `..; . i ifs TXDOT STORM WATER OUTFALL CITY OF CORPUS CHRISTIPHONE NNA75-2818 i, y DETAILS(SHEET 2 OF 2) TEXAS WNW bN ETNOR ON h. Department of Engineering Services a a Iwo LA kin gm E oigovoNwmg," ax mE'o6Ni ocgq fe� 40 F8 FF x gA as W g Xg 51. 12 dP,4 Ry o� � -. 4'4 a2 !I S R 55 A 1 FA 4 a z ��'a o ' m m 4 a GENERAL WASTEWATER CONSTRUCTION NOTES: cr- Z CO —Djm m vm "ehO 00 r z SV3HV a3AVdNfl N a b 31OHNVIN SSV1O2:13813 IOHNVW3131:1ONO0 i8 !MI il 5p Mir In 21 =�_:Pia __ mg le 0,0R " YFA S PA ig PI ��..:o'!oo...00.. o%ado%%%. E D; 111 A q r 55 3 HOA 03SY A O qp A 3 5 5 5 1 y i 1 318Y1 SONI1Y00 03A0NddY a a X a c 5 REVISION No. DATE BY DESCRIPTION REVISION NO. DATE BY DESCRIPTION 5 1,9 OSO CREEK CORNER SUBDIVISION COCC WASTEWATER DETAILS (SHEET 1 OF 4) CITY OF CORPUS CHRISTI TEXAS Department of Engineering Services Kimley>>> Horn OC NNRET ANO ASSCOATES INC I MCOOLOCP FOREST DRIVE MITE Tb TUE MOOCCANDS, TX 77,30PHONE 28147,2318TSSE FIRM REGISTRATION TWNW 1014LF,RORN COM a 5 CONSULTANT'S SHEET NO. I. THE CONTRACTOR SHALL FIELD-VERIFY THE EXISTING MANHOLE DIAMETER.FLOW UNE.RIM ELEVATOR. `(f rYT NUMBER OF LATERALS.LOCATIONS.SIZES.AND OTHER INFORMATION NEEDED TO REHABILITATE EACH A".......'VI, MAN PROVIDE NEW RING A COVER WITH STARLESS2. PRIORR TO INSTALING CONTROL OF FLOW OR INTIATING MANHOLE REPAIRS,THE CONTRACTOR SMALL NH{N 3,000 I CONCRETEE T COLLAR(PROVIDE PUCE BARRICADES AND SIGNS TO DIVERT TRAFFIC AND PEDESTRIANS PER THE APPROVED TRAFFIC STEEL(SB.)OR HOPE (R IMUSTO)INFLOW AFHAIR REINFORCEMENT J-IA BARS) IELLYL Bp6\WRTH! INNIBITOLI AND TOPE N)JUSTHgN RINGS TH CON PUT.AS REOUIRCE ... ......I.. 1. THEI CONTRACTORU.OSNAIL PREPARE THE INTERIOR OF THE EXISTING FOUNDATION STRUCTURE BY �$-I S65D6 23 REMOVING ALL DE AL ITt GROUT AND DEBRIS/BLOCKAGES,MECHANICALLY ROUGHEN THE ENTIRE ly {!C6NRE'�"�• If INVERT,AND CLEAN THE INTERIOR WRI A HIGH-PRESSURE WATER JET. o .'T' RICE 3,000 PS CONCRETE A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF THE RESULTING SLUDGE AND DEBRIS 111 TO THE TOP OF CORBEL. AT AN APPROVED SUE,ACCORDING TO ALL PERONENT WASTE DISPOSAL REGULATIONS. ...-j� 5. THE CONTRACTOR SHALL USE QUICK-SETTING,NON-SHRINK CONCRETE GROUT TO SEAL AND RESHAPE _ THE BOTTOM.SUBMIT PROPOSED MATERIALS TO BE USED TO THE ENGINEER FOR APPROVAL \,: '`✓✓4."��\�\ _= 6. PROVIDENSERT COATING TO COMPLY WTO ASTM 03753 W.SINGLE PIECONCRETE SURFACES WITH CE BARRESYSTEM TO �TDCCORBEL �— CONSTRUCTOR WTHOUT SEAMS,JOINTS OR SECTIONS.WALL THICKNESS SHALL PROVIDE AN MSHTO H-20 LOAD RATING AND WALL SOFTNESS OF 36 PSI MIN. 111 8.• • CUT BOTTOM OF FRP INSERT TO FR EVENLY ON BENCHES OR CHIP BENCHES OUT TO EVENLY O Ljn SUPPORT INSERT. -lV I,7-9 REMOVE TOP CORBEL 9. SEAL ANNULAR SPACE AROUND EXIST UNES WITH JUTE ROPE AND CHEMICAL GROUT. IS : � OF DOSTNc MANHOLE §8 = du e ig \\ CEMENT STABILIZED BACOILL J $Wo ^ tg 2 (1.5 SACKS OF CEMENT/CT) FRP INSERT .= IB (ENACT LOCATIONS TO RE ELD DETERMINED BY CONTRACTOR) S ^ ¢ In .AST MH D i t5 INSIpE M.M.WN1 {OUTSIDE Y.X,WALLS '� 3 21 \ MINUS 6' r J COONNNECT MANHOLE ON W/AORE�P I r1; cm g a • L-_i TAN 24•ABOVE FLOWLXNE OR i V/ \ I'MIN. I CAREFULLY MEASURE AND USE �I ITE1UND:�9E I ■2!EE • HgIE SAW TO CORE FOR pp CONNECTOR(MAX DIA-OD«1') RQ \\ I \ =, SEE PIPE SEAL DETAIL APPROVED SEAL GASKET MN' '• EXCAVATOR WAIL \ I 'MU" / —— \ P. SLOPE I. EXISTING PIPE VARIES WATER STOP ASSEMBLY V�MNMERR EXISTING BRICK OR ,, PER FT. 2 COSTING WENCH TO RERAN PLACE ONCRETE MN/HOLE\ r��` (s_ IC PROVIDE PIPE STUB a •• �I CUT W311NG PIPES CONNECTING m F� Al. OL T AAT S MANHDIRECTED ro MANHOLE ABOVE BENCH OLE FLDWABLE FILL ITITM6- 4 nik .ji It== i 4 own.ADDITIVE 6' I ilk. PROVIDE MISSION RUBBER CO(/RIOT OR Q h (Tao PS MIN.a ze DAYS) ® ARCCOUT OR FERNCO SEAMLESSUMG WIN a U m IPP CZ REMOVE 4N]'-6'DEPIII Di YN BdCH s... O SHEAR RAGS h N TURD APPLY DUCK SETTING CHEMICAL '! PROPOSED FIBERGLASS // (A) c GROUT(JR 561E aR APPROVED EOMAL) - INSERT O 1'OUTSIDE DE THE U •^ �RO MH WALL OR REQUIRED S Ct k w LNJ SCRIM CONCRETE FOORNNTO FLOWN3LE FILL F- 0 FRP INSERT REHABILITATION OF EXISTING MANHOLE FRP INSERT PIPE SEAL DETAIL L` 0 NOT TO SCALE NOT TO SCALE E I-- Yp U m 1 1/4•LETTEaacc. (1)DM.VENT HOLE _ (2)1 1/2•CLOSED RCKHO ES 1•-�/ MACHINE EDGE OF RING RRADWAY MANHgLF RING ANTI COVER. ^.` I. THE CONTRACTOR SHALL PROVIDE STAINLESS STEEL(S.S.)INRDW INHIBITOR WITH SS TETHER SECURED TO MANHOLE WALL.SUCH THAT THE INNER LID IS RUSH MATH TIE OUTER UD. ��`/// 2. TRAFFIC SHALL BE RESTRICTED FROM MANHOLE FOR AB HOURS AFTER THE `t// PLACEMENT OF CONCRETE,AND COLLAR SHALL PROVIDE A SUFFICIENT.CLEAR Q' 1/9•SPACE FOR OPENING TO ACCOMLgDATE THE SPECIFIED MANHOLE COVER. E{) INFLOW INHIBITOR — J. MSNIO-M-NOES(LATEST REVISION)PROOF LOAD TESTING IS REQUIRED AIirj (TO BE MIAOWED) \ RESULTS CBS)AND MUST BE INSPECTED.PRIOR TO INSTAUATON.THE ZSE \ RESULTS OF THE TEST SHALL BE SUBMITTED TO THE CITY. CC Z A. THE MANUFACTURING FACTURES FOR Al PROVIDED RING ANT COVER W \ MADEMBUES SHALL MEET OR OSMA SAFETY STANDARDS.THE�GS RIGS SHALL E IAAAALIUFAACTJRED STANDARDS O O O FROM RECYCLED MATERIALS.THE CONTRACTOR SHALL PROVIDE CERTIFICATION. COVER PLAN VIEW / I E€51 0 5 Q E\I NOT TO SCALE / \ I O w 0 w w / \ CLEAR OPENING MANUFACTURER(I) MODEL NUMBER* INFLOW NNIBITOR m I— LU PROVIDE CLEAR / \_ EAST JORDAN V-116e 0 D _ 1/4•DR NEPOPENE OPENNG PER PLANS / i�_ IRON WORKS CASKET / / O (/) Q (/) o . I. AAA / 2A. U.S.FOUNDRY FRAME- �22AT (/) O (n '11 NEENAH FOUNDRY R-19J0-2{ O _ REQUIRED ON ALL Q EAST JORDAN COVER-NUNS NSTAJATIONS PER CITY V ;� �'� IRON WORKS FRAME-V1420 SPECIFCATONS O W •/. .� 30•(2) U.S.FOUNDRY COVER-/9210046 & 0 FRAME-/8021361 PER MANUFACTURER NEENAH FOUNDRY DF-1270 PER MANUFACTURER (1) OR APPROVED EQUAL(MADE IN THE USA) (2) UNLESS NOTED IN THE PUNS,ALL COVERS SHALL BE 24'DIAMETER AND NOT INTENDED FOR MANNED ENTRY. RCLCASED FOR CONSTRUCTION E SHEET 64 of 75 SECTION OF RING&COVER RING&COVER APPROVED LIST Ye,;R,-.0M RECORD SOWING No. NOT TO SCALE ®9•A•I•r•.R e•NW.egrw RRY MCorp O•HR 5 nw p 1.*•...MWal,WC AUP. ; CITY PROJECT/ CONSULTANT'S SHEET NO. PROVIDE RAC APPROVED ARVa �PROAOEn PER REQUIREMENTS 1 HOPE ADJUSTMENT RINGS WITH STNNLESS STEELC(4 MANUFACTURER MODEL NAME MATERIAL J T/�'HIH INFLOW INHIBITOR. RAJ. 0-023 OR D-02555) SHORT ' ,•.1 a, H-TER NODE.966(SS)AND MB •IQLLV L BOBVgXTH} VENT OIWT MODEL RCM(ST.STEEL) Ste SS SIMILAR TOALL K RIPE JOINT NO BE ABLE'Fun FORM cow U` i I", 13QUDe �e:1 COSTING NATURAL , VALWIIC NJ 4MR OR W 49A5 " 6*1061AN0 TESTING PRESSURES Y(�`:d M3R. ,�_. GROUND • . (: 1 1 'TR{>Ta -5123R023 ...... A✓�wa, v-v-= EIIIIIEIIIIIEIIIIIEIIIIIEII I. e COVER TBS.I E RIIIIIII1161SIWER e"PVC STOPPER NA �\coum<PRw+ce 000HR .. _...... �� 6�L(2.5 SOCKS \ 3000 PSI RFNDE RUM CONCRETE SEE CLEAN-OUT 1 OF CEMENT/CY) l._ A RDNFORCEMENT 344 BARS)TAP. 1 OE'U4 O �' pa 4` E%CAVATE/SIORE PER OSHA PVC CM 4'-0•MIN.OR ` . $75___ 1,. AIA STALE REOUREMENR 8•A STEEL PIPE Fll1ID AS IEO'D. .�:�' = �' AM! FACTORY BONDED JONT WTfll CONCRETE „ ! SC;.£ PROVIDE SICK:'FOR PROEIEMS kk ib 1.. \ STANDARD 6"A 6"PERNA-WYE & R' iJ G Gl1(Jet)6x1-COY CONC(UTILITRETE ES �' / NR RELEASE VALVE PER DEPARTMENT III 41 1 �rc R FLOWABIE FLL WT1N PROVEN / APPROVED ARV TABLE 111111 EXISTINGN MANHOLE <Lf PIIONDEFlOWAIRGKFRL111W -T00 PSp• EXISTING• IFMS ASSOCIATED WITH GROUND 16•SCHEDULE PINGr - 1FENECTION® � ;-•. - 1 ' - it. A� �� :•��/ y CONCRflE FDIWNAATIDIR L.3'-g'- O.•JIIIII ARMIN I 3. Nle B• _ _W �_W T.•� r..I:� -.. = USE CRUSHED STONE FOR DNMNG iMi J\:�\4 �A�V!�\-I.•. (UM65 HOH WATEH UEIE) I 6•SCHEDULE 40 PIPING m M T ETEY 421,GLIDE 2,3.OR 4 OU+2' 24• 4) 12.DRAIN HOLE BETWEEN CONCRETE 1'-e• PROVIDE CONCRETE WN •U 12• SUPPORTS'ONLY INSTALL DRAIN IF TOTE• FRONT VIEW SADDLE SIDE VIEW =) 01 MANHOLE OD.�' TOP OF CONCRETE SLAB IS AT FOR BOLWRD LOCATION AND QUANTITY, D; h +2'LE LEAST 12 AECNE GROUNDWATER SEE CONSTRUCTION PANS = OI COMPACT TOP 6.OF SUGADE TO 95%DENSRT Am D-696 AT tax BOLLARD DETAIL DEEP CUT SERVICE CONNECTION H m M N AIR RELEASE VALVE AND MANHOLE OPTIMUM MO SRE CONTENTROT TO SCALE NOT TO SCALE 5 c NOT TO SCALE K W RELEASED FOR CONSTRUCTION 5 U '-o ~/"— -. LA BMA.whom.P.P...CAA,CPM 0 W DFwNPRWM WANK MOWNC CoClly ro...MC^IW.CROWI 1.-- .. MM.NuoPuma c4.... :rl•wm•• U m Job... .. o Z ROHT-OF-WAY SERVICE CONNECTION NOTES: OR EASEMENT 1. CONTRACTOR TO PROVIDE SERVICE CONNECTION TAP TO THE ROW.UNE R ICONNECT EXIST.SERVICE LNE OUTSIDE EASEMENT AS SHOWN NC PRINOE RV REQUIRED. 1• 2. SERVICE PPE AND FRTNCS TO BESOLVENT WELD SCH 40 PVC 7-I/2.DIAL SIOEWALV( THREADED PLO UNLESS SHOWN OTHERWISE INU THE PLANS. 1 S CE MARKER 2' REMOTE/REPLACE 3. FOR IXBTND INN PPE MATERIAL-PVC AND/OR VCP USE 000IY _ L AS REQUIRED DEPARTMENT APPROVED CONNECTOR. 3/4 4. FOR NEW PVC WAN AND SERVICE USE PVC WVE OR TEE AS DIRECTED ATO' W '.I6B!• �" ✓4' SEANCE CONNECTION..0.• `- I PAWIDE CLUVJOIR § 5. IF PIPE LENGTH,ON SERVICE UNE,IS GREATER THAN 5IY,USE e•PVC 0 0 7-3/4•ON Z a' WHERE REWIRED SCH 40 FROM VT FA.OT WVE TO THE INN UNE \�\`'\�• NM Et et w PROVEN R® ENCASE THE PPE w/6'OF I� I 3/a• 9-3/B' sb (J I . O AS SAND , J ■ \ Q Eh mosompar� Y LOCATION NNm SIZE �7� C Q' 2]• CO W W OF 4,476 LU ^ USE MISSION RUBBER CO. PLAN CLEAN-OUT BOOT U D 0) _ SEE NOTE 6 IS BEND /NR01 OR/NR02 ARC O Q J) COUPLING WITH STAINLESS NOT TO SCALE NOf TO S Ali, PDTFR.) STEEL SHEAR RISC.OR 1•-0•FERNCO PROVIDE•S 0 J 2-1/2• .111.� -'/x' U 6• O FOR SEWER. CURB W FLUSH N `�AS SWIRL `�o: "`!�U! \"'�r,,,,,.'`� („) Q 2-1/4• O it• USE 12••ID•PAVER ' If PROVIDE SAND / �i�\ �i i.a,AL • i 1`' O ~ 2-/a' ,FaaMo as;`� ,`: 1� STONES(2 EACH) 5 Q EMBEDMENT 1•t /e• z-/e• '.:..4 ;. ��!r• —tow- I J� a• NESA4 WASTEWATER NNN W/REGULW SADDLE,WYE, OR TEE(OGRE GP(OR CAE)(SDR 35 FOR , HOPE OR SOR 26 FOR PVC) 3/Te DIAL MEL SECTION A-A SECTION B-B IF NO CURB BURY IC PIECE OF REBAR WTH POLY PROTECINE END CAP ON EACH END. NOT TO SCALE NOT TO SCALE 3 SHEET 65 of 75 SERVICE CONNECTION DETAILS STANDARD SERVICE MARKER TYPICAL CAST IRON CLEAN-OUT BOOT • RECORD DRAWING No. NOT TO SCALE BRASS-ONE REQUIRED UCH STREET TAP NOT TO SCALE NOT TO SCALE 5) A ;V CITY PROJECT 1 CONSULTANT'S SHEET NO. UNPAVED PAVED ASPHALT REPAIR: 3'MIN.THICKNESS.IN NO CASE SHALL REPAIR BE ilAVYR ]E LESS DINT THE THICKNESS OF EXSTNG PAVEMENT. S'1'rPL1I PROVIDE PRIME COAT(0.15 CAL PER SY MIN.) f :TEAR COATED OR STAINLESS STEEL SPACER BOOT CARRIER PIPE CONCRETE REPAIR I MN.THICKNESS.IN NO CASE SHALL REPAIR BE .i STEEL CASING PIPE 00 NOT GROUT W WIO1H SAWCUT PAVEMENT. PLAN THE THICKNESS OF EXISTING CONCRETE TOPSOIL SEE TABLE 2-ITEM B(UNPAVED (f'IIELLYL BOSVUDRTILS WELDED STEEL OR CAST POLYETHYLENE INSIDE OF CASING PAVEMENT {..`�....-1366DA RUNNER SUPPORT AREAS) 7EXISTING I.$...(VCEHBE:�nH ' POLYMER PLASTIC RUNNERS PAVEMENT Y :T r. '�S23/2023 SEE NOTE 2 y�`�4.` ' a `J//`\ 12'LIMESTONE BASE OR APPROVED BASE MATERIAL E 4"TO 10"CASING DETAIL 4 i'iV���/ `3•MIX (T%DOT REM 24r TYPE A GRADE 1-2)IN NO CASE L SIHIL THE THOME.Of THE BASE BE LESS DIAN THE 0 n NOT TO SCALE ,,,,/O THICKNESS OF INC EXISTING AOIACENT BASE Ip f• \�° .L BACIETLL SHALL BE CEMENT SEABIRED kl p{ e{ COATI])OR STAINLESS STEEL SPACER BODY CARRIERAT `MI PIPE `'/`KATVe ya SAND (1.5 SACKS OF CFIENE/CI') z = 8.6 CONOT GROUT _ `��`; "NOTE: — 5 �'< STIR CASING PIPE :;:\PaGC�:�% ^\ INSIDE OF CASING g V /V`IN.Ai V5 S SELECT MATERIAL FROM ^ g WELDED STEEL OR CAST POLYETHYLENE /��>�/ PER Cr OR0.03004o ARTICLE III IS PERMIT ` B RUNNER SUPPORT VV//V5/V> - /� EXCAVATOR DR IMPORTED FROM cm DEVELOPMENT SERVICES DEPARTMENT IS REQUIRED FOR `^ POLYMER PLASTIC RUN NERS MAGNETIC WARNING 1Y A/>/SV�,�gp C�H�� LMITERIAL SEE TABLE 2-ITEM A ALL UTILITY STREET CUTE.THEINSTA LA O °FA UTILIE THAT ^' " SEE NOTE 2 ABOVE PIPE '/,,,p//�'V/ �� (PAVED AREA) CROSSFB THE ROW ATA PERPEMgCUTAR OR HEAR PE«ENDKUTAR Y/ 3/ ANGLE.0. V';',',%A�,VOM [INSTAM[D BY CUTTING THEROADSFRIN)LN,Oi BF PERMITTED TO ]I 12"TO 36"CASING DETAIL 12' WRI4RT!\i�l,IVi ANY UTILITY RELATED STREET ERCAVATPN/CUTSMLLINCLUDE 140110 ALE REPAIR OF NOT°NINTHS IMPACTED TRENCH,BUT ALSO A FULL LANE Y OVERLAY/PAVEMENT REPAIR FOR PARALLEL CUTS OR 12'WIDE F00. ALL BEDDING AHD IMTAL BAKFILL PERPENDICULAR CUR ON ASPHALT STREETS,AND FULL PANEL ,Y HAIL Y MAX.DISTANCE SHALL CONSIST OF GRANULAR REPLACEMENT ON CONCRETE STREETS.A SIRE SPECIFIC PAVEMENT 0 �.}.': MATERIAL SEE TABLE 1 m O II BETWEEN SPACERS CUT AND RESTORATION PLAN THAT INDICATES THE GENERAL NATURE r U B' ......)+'E L't::4)' OF THE PAVEMENT AND ROADWAY TO BE CUT AND RESTORED.THE EXISTING PAVEMENT SECTION OF KNOWN,THE LOCATION AND O IMIIIIII-I APPROXIMATE AREA OF THE EXCAVATION/PAVEMENT REPAIR, A , INCLUDING THE APPROXIMATE LENGTH AND WIDTH Al THE Z OI NEC NOTE 5 NOM ANY OVER EXCAVATION MUST BE W.PPE OK 4 Y PAVEMENT REPAIR IN RELATION TO THE ROADWAY TRAVEL UMfES), U CORRECTED WITH GRANULAR MATERIAL MAST BE INCLUDED IN THEDMWINGS/IfRMR APPIKARON. p sHIOwN M TABLE,. j y C CASING SPACER SHOULD BE SPACED A III THORIUM OF ONE FOOT SOM EACHF TRENCH BACKFILL FOR WASTEWATER LINES k CASING DETAIL AND PAVEMENT REPAIR FOR UTILITIES p IIt o ct I-w U 0 NOT TO SCALE 107 TO SCALE 0 0 E. GENERAL NOTES FOR BACKFILL tq TABLE 1 TABLE 2 (j g BEDDING AND INITIAL BACKFILL FINAL BACKFILL d (BELOW PIPE TO 12" ABOVE PIPE). (GREATER THAN 12" ABOVE PIPE1 UNPAVED AREAS PAVED AREAS ALL EEOOINO AND INITIAL BACKRLL SOUL CONSIST OF THE FOLLOWING OR A. FROM 12'ABOVE PIPE TO A. FROM 12'ABOVE PIPE TO 3•BELOW REFER TO DESIGN ENGINEER REQUIREMENTS: GRANULAR BACKRLL BOTTOM OF TOPSOIL NICKRLL BOTTOM OF ROAD BASE:BACKFILL SHALL BE CONSISTING OF ETHER NATURAL SAND OR SANDY GRAVEL OR MATERIEL SMALL BE APPROVED SELECT SELECT MATERIAL FROM EXCAVATION OR PRODUCED BY CRUSHING OF NATURAL STONE OR GRAVEL MATERIAL FROM THE EOCAVAT- IMPORTED MATERIAL IN ETHER CASE,ALL CASING NOTES: ::OR BP OF MATERIAL MATERIAL SHALL MEET THE FOLLOWING: DEBRIS,OR ANY CLUMPS GR- LL<35 F/Vy I. CASING DIAMETER,LENGTH,LOCATION,AND WALL THICKNESS SHALL BE PER PROJECT O EXCAVATIONS<20 AT.DEEP AND ABOVE WATER TAT F USE MATERIAL EATER THAN 2 IN DLWETEB; Fl 8-20 M{. SPEORC REQUIREMENTS(MINIMUM SCHEDULE 40) MEETING THE FOLLOWING CRITERIA. LOOSE UFTS TO BE RACED NO CLUMPS>Y DM. W 2. ALL CARTER PIPES IN INSTALLED CASINGS SNAIL BE SUPPORTED BY BOLT-ON STYLE TO'MAX. MOISTURE-1 TO 53% CASING SPACERS('ADVANCED PRODUCTS'OR APPROVED EOUAL). MEETING REQUIREMENTS OF ASTM D2487 FOR: COMPACT 95%D898 SID PROCTOR FZV 1 3. THE CONTRACTOR SHALL PROVIDE MECIMMIGALLY RESTRAINED JOINT'S FOR FORCE MANS SP GP COMPACT MATERIAL TO 95% CC Z CC ONLY ON CARRIER PIPES.NIEGALUG'TYPE JOINT RESTRAINTS OR APPROVED EQUAL SW QM STD.PROCTOR(DB9B). LOOSE LIFTS OF TA'NAO 0 0 W LL STYLI BE USED. SP-SM GP-GM OR IF SELECT MATERIAL FROM EXCAVATION 4. CASING SPACERS S ALL BE SIZED TO SECURELY FASTEN TO THE CARRIER PIPE O.D. -MA Gw�M MOTSTJRE TO BE ADJUSTED TO DOES NOT 0(nI. O ANO SHALL BE FURNISHED WITH A MINIMUM RUNNER HEIGHT TO MAINTAIN SEPARATION 5 3%OF OPTIMUM. MEET REQUIREMENTS,THEN USE CEMENT BETWEEN E MAXIMUM 0.0.OF THE CARRIER PIPE AND THE CASING WAIL AND IN ADDITION: STABRRED SAND. Y > PI A. POSTPONING OF THE SPACERS SHALL ENSURE TWAT THE CARRIER PIPE IS PASSING 1/2'SIEVE-100% B TOPSOIL TO BE PROVIDED SEE TABLE 2-ITEM B BELOW. IOU ADEQUATELY SUPPORTED THROUGHOUT TS LENGTH. PASSING/4 5,SIEVE-30%MINIMUM EQUAL OR BETTER THAN 0 W W B. SPACERS AT EACH END SHALL NOT BE FURTHER THAN 12'FROM THE END PLASTICITY INDEX(R)-NP TO 10 MAX. EXISTING;AND MATCH B. FROM 3•BELOW BOTTOM OF ROAD BASE TO N OF THE CASING. EIOSTNG TOPSOIL DEPTH. BOTTOM OF ROAD BASE: Cr m F- W C. CASING SPACERS SHALL BE INSTALLED IN THE TART.OF THE PIPE SECTION. 0 IN DEEP EXCAVATIONS(>200 OR BELOW WATER TABLE,USE CRUSHED COMPACT TO EXISTING 0 ME MAXIMUM SPACING OF THE CASING SPACERS SHALL BE 3 FEET. STONE OR CRUSHED GRAVEL MEETING GRADATION OF: ADJACENT TOP-SOIL BALKHLI SHALL BE CEMENT STABILIZED (I) < Cr) 5. THE TWO ENDS OF THE CASING PIPE SHIM.BE SEALED WATERTIGHT WTTH AN ADVANCED THICKNESS.(CONSTRUCTION TO SAND(1.5 SK/C.Y.) O PRODUCTS SYSIW.INC.MODEL AZ-ZIPPER.PS MODEL C END SEAL OR AN A.CONCRETE COARSE AGGREGATE;TOOT ITEM 421:GRADE 5 3, BE PERFORMED BY'DOUBLE AND BALL MEET THE FOLLOWING APPROVED EQUAL OR 4. CATCH'METHOD-TOP SOIL REQUIREMENTS: W PL UATI AGED TO BE ACED ON SAID GRAON: 0 OR (n)Q E PASSING O I-- B.CRUSHED LIMESTONE PER T.DOT ITEM 421'GRADE 2,3,OR 4 /4 55-100 ' 9110 40-1013 V LLJ #40 25-1OO 0 RELEASED FOR CONSTRUCTION /200 10-20 R NP-10 'J-`-� COMPACT TO 95X OF DSBB.MOISTURE 10 BIM A VFNWRAs,P.E,CM CPU DRARIHTUTATl Services IN TO(H/u AS)of OPTIMUM. E SHEET 66 o/ 75 CIS or Corpus CM. RECORD DRAM NO. i.r onetevrvon mans ven mows mesa on. I I an PROJECT coasuuAlDs SHEET N0. ..... ,.,, ./ `.. Edge of Pavement 6"min, e"n”. .TELLYL.2*. . HJ WQApW1T -- Edo.LI -Y.11 Solidine GENERAL NOTES VYCENfE ?r Snwlder r PIRIC L Unit. ;3R604 A"Solid I I 1. Edgelire stripingsmall be as shown In the p70ne or as A�� $23/202] p 141 low l `-✓ a directed oy the ngineer. Tne eaaeiine M0u10 not be placed eb Edpe Line oLaneguLine a .. - - - ia6s lees than 6 inchesfrom the MOB of DOvement. This A'Solid clatdtce may vary due t0 pavement rovdl ing or other j Whi re conditions. Edge.i.ee Ore not required in curb and 1 • EC.Line-\ e e (� MAIL IC gutter sections of roadways, t1.. �,n, /� mI splia sue: / �/ 4 ALL[r,MIYAT[ROAD 2. the traveled war includes Only that Damian o/ the r0adwoy gb-- [ape Line Cm ORM., used forvehlculor travel. it dose not include the parking O N�w 6 ane, sidewalks, berme and shoulders. The traveled PO.EDGE LINE AND LANE LINES shall Omem measured from r inside of edgeline to the = P 0 yap ONE-WAY ROADWAY TYPICAL TWO-LANE•TWO-WAY PAVEMENT inside of edael ice of a two lone raodwoy. E �\ / 06 s-j WITH OR WITHOUT SHOULDERS MARKINGS THROUGH INTERSECTIONS ' ^ ;� 'l i � • l (."Solis MATERIAL SPECIFICATIONS 8 1�¢ y Eape or Pavement IrgWL IC / Its PAVEMENT MARKERS IREFLECTORIZEDI DNS-4200 dH gQR r6"min. WpIpA1 r00e Line CljW [3R I _ (PO.AND ADHESIVES DNS-6100 /F g?b 4.Sol is r 4.whit. I /I� 1e l Li BITWINOUS ADHESIVE FOR PAVEMENT MARACAS DMS-6130 E 2� ,vim EOp.tine e \~e Wni re TRAFFIC PAINT 0054200 O- I' Lin J f v low ,8Y ."$olio I/la' I1O'I I /Il' .... L.-.....e� —1t PERLANENT APPLIED PREFA�ITEDIC OMS.4220 PAVEMENT MARKINGS DK-02.0 F. y YIIIW loi MMAr' o �I�\� i All pavement'forking motwriols shall meet the 5 V LLYY A'Solid Rni to ]"Tin.-I-u . y Edo.Line '1a' for required Deportmentol Motor tol Specifications isms to Sb idea w+Y Fe.LIC ` 1 dew sOeci iiM by the Ol nns. ce `A"Salta I = �, 88b greonee1ytrot MOOT EOatel ins '�y CENTERLINE AND LANE�l LINES ALLOT,PRIVATE WOAD a U c I}A DWIK4Y cn c p FOUR LANE TWO-WAY ROADWAY TYPICAL MULTI-LANE.TWO-WAY PAVEMENT A•min, rein. IA)c 6s4 WITH OR WITHOUT SHOULDERS 30 '1Oe 3O ""x- 2 k MARKINGS THROUGH INTERSECTIONS STOP LINES a '�S —J i dtht�iifmin. w w 6 ,Fade of Pavement 6"min. ens 24•wax, ~ 6$$ Snouider width l \ no onAc r" 2A. EDGE LINE It o -i ? may vary Ityp, 3 t0 12"�I r r-.-I e•SOl id White O Yf.. A"roll .-Solid White/ I - 10 m1n.- 3.o z-tr N T CENTERLINE E C.nrerilre Edo.Line 1>",m 36IV V V 0 •yells. > 'r �i "'IV 1 b PE � e o el x�— 14:7." CaMOot tio.lo U n n ,o I 30' 110'I .-Salta / 1-Solid white' ,i I for posted dM.d On read For post.speed on road OPTIONAL O m e.11ow Line Edge Line ow Line being worked equal to or aging marked epgl to or less the. 0 MPH. greeter than eS MAN. .•SI 10 Shoulder w ine Fon tort ItY0l aiio0a'pOCMs t interSeCtiOnli TWO LANE TWO-WAY ROADWAY YIELD LINES Minimum Requirements 1500'mi".' Mlnim,ce Reo irements for Edlii WITH OR WITHOUT SHOULDERS Ray Wiidtn l:20'Tray.l ed EC/gel InesforrPavemtentt t () Width 16'H w.20' Z ^ Porment Edge--; L Y LL ~[egS IlideWhtle A""hits Lane Line ) a NOTES GUIDE FOR PLACEMENT OF STOP LIES. Z < 0 EDGE LINE & CENTERLINE O= Z 2 ,— A"Soled Yel law 30' 10. a i, Where Divide.hignwoys or.separated CY mediae widths Based on(raveled coy and Pavement widths Edge Lin. I I see A•Solla O O Z UJ Note z ./-r.l low Lin. of the median i opening itself of o 30 teat or ters, tioim for uwitided Hlgnwpra 0 Z W \1I/� openings atoll de signed os two separate intersect fora. i2-woe.y Q VVVO F e (no. ...ion uawlirg nude feu width nweveamHta. with one 1 \ W W Oprlael 5 12•ee measurement for sock approach. The narrow medlon width.ill )f' yfey W / _ Dotted B'Soll'Id 5« be the contrail ing widen to determine if sigma der re0uiretl. ,Tease Department al TYemportetbn St rd W W OD 6"White white Li Yield a the t E.rension Se. 7 ���� a-. sigma der rpieol intersection control.estop Signs m ne �� 5-p.1 ors op+idol os determined by OM Erpinaer. Q J A—�As"min. I' F. �l Iron edge Yield 2. (natal)median striping (double yel law cMterl Ines and n- nne t Trionpl.a stop DOrs)yield trtanglest wen a 5D' or greeter media+ TYPICAL STANDARD Q e"Solid Yellde Starade stop/Yield 0 ~ LU Centerline con. plaaed. $tap Dare droll only a ed w PAVEMENT MARKINGS O W Edge Line I Deceleration I Mine with stop eian6. Yield troing lee Noll Only W ufad with O A"Solid White . 7 Edge Line `White Lae Line a yield Slane. X Q 3. Length o1 turn boys, inc IuOIM toper, deco lest ion, and / stor00e lengths snail be 0s shown on the',Ions or as PM())-20 directed by the Engineer. 'roam FOUR LANE DIVIDED ROADWAY CROSSOVERS MIL ,a, 1e Ot Mae M-ye b SHEET 67 of 75 RECORD DRAWING N0. g ICRY PROJECT/ B6AAt CONSULTANT'S SHEET NO. I i LBOSVADRTNS REFLECTIVE RAISED PAVEMENT MARKERS MATERIAL SPECIFICATIONS IDBaoA S FOR VEHICLE POSITIONING GUIDANCE PAVEMENT MARKERS IPEFLE[i0R1ZED1Cestleenr Ars-Nzao f('0-. LWW3 EPDXY AND ADHESIVES DMS-6100 65 BITUMINOUS ADHESIVE FOR PAVEMENT MARKERS WS-6130 1' FnX1p' t`8i / ••Detail • S.D.,0l I B - TRAFFIC PAINT OMS-ezoo 3 rroi,-.-. \� c•n.erlln•\ Symmetrical yo,Iq C•n..rl ln• NO,APPLIED rxENDPLAs,Ic DYS-ezzo R�� o O O O o a con,in,>al]. 1 I,,yrn None { PERMANENT PREFABRICATED PAVEMENT MARKINGS DNS-eze0 _ •0-.01' a rW 11-A-A OI� �bS AO• •0' e0' o s o 0 o I O ao o II oo king roterTole snot met,ne '� I e0 I 1 I I rewired Deportmen,al Neer Tot Speciflc°,ione T �e . F [� �s� I .o I Ao• I Ao• oe ao.plFlw by me plena. g i �' a • . CENTERLINE FOR ALL TWO LANE ROADWAYS y\ o o ^` r1 t;. C* `-Tyne I-C I BO• III Type I-L A l 11 gy' S..DD,A„G CENTERLINE AND LANE LINES FOR TWO-WAY LEFT TURN LANE A .. A �\\��VV �$ a93 �frw II-., O p5 2 EkY ° Ref Ind -J\ I e0 L�J �ryope I-c or I l-c-a m yf°j �/ i u }'th ° o0\\ o p o o ° - ° c Type I (TAD View) v 'E 8\ `,› O< N -V6Z �iYw I-C or 11-C-R U c • a = o tpb CENTERLINE & LANE LINES I eo k e"s; FOR FOUR LANE TWO-WAY HIGHWAYS w 8-0A A O IW— $▪ 6 ir; 0 OP Type 114, True II-AKA . . O L idlillik 7t-' _— IA• Ref Lc,orl:e° E 4 Pf e- e• T LANE LINES FOR ONE-WAY ROADWAY (NON FREEWAY FACILITIES) Surf.* _ o 6 .° - W e• 5-e" R°I.eo DOoemen,mar ]Type II-C-R A I nave cleo ace Type I (TOO VIEO) U m A. 1•-. e" 1 to.Ord norro1 traffic rota face tea wrong-.oy,OOffic. 9 Type II-•-• 1".2- SSo ro.- zsp m,n DETAIL -A- DETAIL 'B- DETAIL -C- 0 D D D D D B D D D 0 0 D D D D D D D D D D 0 O D D 0 D D D D D B D D D D D D O D A00a.O= Aan•AIOO Z CENTER OR EDGE LINE GENERAL NOTES xr,«e rz•L I" SECTION A 0_ Y Li. p D D D D D D O p p ot 10 D D D D D I. AI role.*poom0000 n,Barker,plop.*In 0 ON.0*0*line. W snail p«.°In I I .Trn one...ay w NV To he o-ip.e. ..." CK Z < 0 BROKEN LANE LINE z. On a°r.:r.,•pdy..en..„,•rdle.d pavement workers RAISED PAVEMENT MARKERS N OnpCan re plows,o•t title or the longitudinal O O REFLECTORIZED PROFILE I°I°t` b U ( Z LLU PATTERN DETAIL •. R L WSafety j W = \ USING REFLECTIVE PROFILE PAVEMENT MARKINGS ,re]a•Department of heneportetlon gd 0 W m W Cr_I- \ 1 IB•>I\ wE•!v: 7001„p500 011 POSITION GUIDANCE USING U � � `J OR a 1 I I RAISED MARKERS 0 Q t`3'Z0 6 RELECTORIZED PROFILEO O ~H H A wick field check rote FM thicknessQ,d 3--el 2,.]. °f B°e• 1 Tne on°pr°.o1a m«Ing Ta MARKINGS oporoklroiola :l or s pkfr,Ms 1Trw heiyn Of 1 quarter, •PM(2)-20 I— e•EDGE LINE. OPTIONAL 6•EDGE - A CENTER LINE LINE. CENTER LINE NOTE • . OR LANE LINE OR LANE LINE Prof lie markings ens oe 01acea an ys ,61 Ol j O- posted speed Iim1t of e5 MPH or lees. 5.00 1006x a SHEET 68 of 75 • RECORD DRAWING NO. 8 _ CITY PROJECT/ (MLIN CONSULTANT'S SHEET NO. e-Dotted WhiteNOTES GENERAL NOTES IiiLLYL lo9VAR,!!!/ Ea tension line. I •u MOM Lane ions is re8ce0 becausof narrowing ofthe roadway where through nor on Ufa intersection S 0l*5.^•�--! I, Lone a Ma mrwings p°I be used (Y 60'„ �fi _ _ Q _ _ _ _ _ seeaTS2(P be°fo through I°atnepre on-street parking $nPwf1Otno Llold .s. become mOn fort'turn°�tones. Lane word a10 {{ i'.`:' �] see TSI IPLI •toroOre nests. r ow width,nos nould p•used in auklli y I.it LOM-ReOuct ion Q of subat antioi lenggth. Lone se arrow markings , L _ - . Afar_ t. On divided highways. additional NS•IR'RIGHT LANE MOS' word ono err kings may Cm used in O1Mr • sign wnY be Installed in the nm0ihw oliraep with ins e9-IP ones one',en bays Cr,eep.osla. Details for " 0 1e' sign on the right side of M nigwmoY• words and rr • e os Mown In the St dhow, pL- Povee Should. - 3. Lane redaction arrows ore required for speeds of es won Nigwo Si ND•sipns for rs�s, ` pr•of•e An aptionol third eduction arrow may be oeoed 2. when l wor`s end r markings ore used. L E� Pavement. f Posted D Iftl L (ft) lid d ine.'ina ropwae off d, *km Potion°.+hir sets of arrows should DO us•.If the length of O wE 2. D/A 0/2 D/A Slxae centered oelreen a iren a• o _6 Edge- 300'-500' D L 30 MPH A60 test Toro reduction arrows. lone us arrow or wordIne t row a10 working Mead k'e 5 yeF cal 35 APH 565 L•*S2 a• y°l nip m°toi O1ne i:DO!r°0 010Y s[ag1raueo ai gni ng n or Otso upetreonl end of it Omuta foal I�icitn turn°tone. 6 ��" e LAME am, AO MPH 670 60 r°NanoOaol,. - 5 OP 3. use raised pavement worker Tyo•1-C with t ri Y(eee ru ^ 2r�r~T�g �Qi Optpr°IS Nl°CR°Rg-ITL 45 MPH 775 Tape II-A-A Yorkers highways. flush...ios r°two woY left t,eh 6 'N ea ' 50 APH eeS Use noised povwmnt marker Type 11-C-R with R ° �iE 55 MPH 990 divi°ee nigways one raised medians. I. ?FE 60 1PN 1.100 L•NS a ^to . turn y b LANE REDUCTION 65 tent I.z00 Length of, n bars. Ile lad ing.spar, a•celerot ion, I ,' •tor •*mown t.pia.- �^ p gat ,0 MPH I,ISO a .. ` r as directed by:jef[rglreeer. E R- Ai 75 MPH 1.350 1, r fi"�- g_ `8! '1 MATERIAL SPECIFICATIONS <1 Mite (Ausiliory LIX.) 6'-16" Wi`b I Vries (See general rote 2., i .1� -"� PAVEMENT WPaEAS IREf IECIMIIE01 OYS-12W n1Y • � \Ih y/ EPDXY AM)ADHESIVES 045-6100 Ipb A ii .A A J;9', //potted O.Unite Lone Line N BIIWINOUS ADHESIVE E011 PAVEMENT MARKERS WS-61]0 ptt J eL1.^ •L "I'. - d o '� e o a e A two-w0a left-torn ITIRT) -u rOr pavement workingTRAFFIC PAINT pY5-e20p 68w I i6 { NrYw I-C a oShould two-wO usefd°4r lints Itninof re a rricww.the Repeating the H01 APPLIED THERMOPLASTIC 0Y5-6220 6 = a A: "W marking ffer,eocn intersection orcMEI o,•d n boy is PERMANENT PREEABRICAIED PAVEMENT MARKINGS 0M5-02A0 9 U .- E �_ \ , -__. _. rot (e stored eleap.re In he plans. w5N ip SEE DETAIL 8 A-White Lana Line a TYPICAL i lrvpmnt working materiels pall t the j .0 IL') Na r Y TRANSITION FOR TWLTL os s red ad by tnro pions. l Spacirl�otions Alt:N N NN . . . , _..._ .�-• ----A .. AND DIVIDEDoa specified by,Os Dl a, (a Q c SS6 S[ Br Lel a. ... A•yellow HIGHWAY )(O >c W LI 34: • o^ •IFS •�, SEE DETAIL A / Broken ` a Sol tar Ip Lime Woken L O ~o .. ._..-. __._ SEE DETAIL A O m ill: 1 \ y .. � irks II-A-A uo-wens w-Invite La.Line IO' E 51 F' O �..... . __- racy 5-1... . . . . . . . . . 'r'Yell)7.owllLine — U n •o 44 1� 4( •• . :30-AS• .F. . TYPICAL TWLTL AT ONE-WAY STREET AND RIGHT TURN AUXILIARY LANE • IT I Mile (Lone Drop) Optimal Dotted Extens10n I Varies Isee general note 21 VrieaI LIT.. 1 zlr Ur Q Q /Oofted 9•Unite LOM Line e-Solid I IX Y °� J.J ( ,I I d/ *hake Line .r'o•n•rol Z O /1� e3 cQ '1 - ,,TA ° ° I Ae' .� `rroa rc im'LI. ' 1 G (`•1 z' chafe TYPICAL TWO-LANE HIGHWAY INTERSECTION WITH LEFT TURN BAYS �— ro.lF H .. Type IIo-A U spaced t 20'1 5 w W :- a e n o f Jf' s;°Ion Y o Icy ••7}}�� \ �i, �1-Yellow Rrokenle•solid tel 6•Solid White 20' validi Line piNspn a W m 2 I Trol� LI ��1 L .Texas nevennwnl d r roprrwrron seen,.., W W 64N M *** `I TrYPO II-C-P • \Y ,Yoe I-L TWO-WAY LEFT TURN LANES U Q spaced of 20' 4a 4 32' RURAL LEFT TURN BAYS, 0 d Q ' �~ AND LANE REDUCTION O O w ***Typically equal to Y the length of-trap. ire -- b PAVEMENT MARK 1 NGS �11� ( ; B-soil, X MINOR V 4 4 ' -� elite Line PM{3)-20 TIFo-dT 1- STREET -Seelid 8 Tel Line _ �" TYPICAL TWLTL AT TWO-WAY CROSS STREET AND RIGHT TURN LANE DROP DETAIL A DETAIL 8 Lao '}., ,„, I�.m,. „_ ou 3.03 s-IY S SHEET 69 of 75 RECORD DROVING NO. cm PRaECr lA.LOASea IMP 00Msseungyl CONSULTANT'S SHEET NO. 0ETLr L NAarr.' I .....y....IJBdM %; ✓ r r , ,receN.e 4-- y� yW�pp<Yq J //v.i«Ite-ua.1 �a,.,Im-u°.1 ++-�L-- '`'�f(�d fr_'`.-3rzsrzoza 3. _•TBvs I EIM BI.T -I I1 II9a-y U w l`; Ba./.•.I of 1B"00.5oac"q _ - - li n Layout y w.2 c I rw.2-r Pay .la we z-2- S.. •I [�Ry�VA.•R � Ysaim Slape . I dial .'Y1•�i«Y1i1 I.YR. Canl,I �J�I J# (eh ,lop al parsmenl 1 I C } ri<I \ I w.'W..' •o R A - > r R ITfol O Q t\ \ \ 7 o�� I I Anil -. ,, R Rw tau ( r Wl.n Adjacent[wo d- �d___t✓♦ / f ' I • g •1< i u carncnl•Pavement wY ^ gO Concrete Pavement w Bois IPA,motto boo rt•.1 - I I aciq not ... e; ZI•el.•.I.R w.11N1 9 �.:Ay..r:za.a p wu_ e- SECTION A-A_ SECTION 6-13 -�f [/I�)ProviM broom Nebo to lop of pavement.Mee rouse me6on aea a eefineet. Y 'v ^®UWs.001.a o1Mr•i..an tM pov.m.nt a.leb. r �I, .l Si `)Uses.oln.r•i..0.r.c1.E.place cmnev t Wf op o M povemenl or O.N. COMI J1 U d-.I II not over pavement or base,place sod seed.v r g6€ is r 1 t 11 3 UcF1 d A•a• � Cr%Mot•IIll- > V7 e Y Id aQa aS€� �, I r I �N O ykj 1" nor.Ew•1 1Mo,'coact �M;E Z(4S LT 0 IS; ,.z1•.1 o It � v«Ia.apt O % II/1 Pevemeu C T OPTIONAL (00. {sPa ‘Pommenl cap. EPQXY ANCHQRI 6y'a C.,CAP,Poe into< e•Ie MI6 i WC.,CI -i:f .posy fv•4`M reaw•menl.o Tr.11°:'Epo.iee ono a /tom Mw alas moral«1a«'s be<1on.la Sa mlo.0q IM epo ea mcnor Oaf. ip MATERIAL NOTES: g1 = e o row. Provide c 60 r•iva<em.nt .e N.le Mr. I Y.a e reinfacem•n11YRR1 m..liq AST1A M9Z of a core is .IA tiro Boa 1. rimy b.un:n101ee Z• RCS[ EPo•r cool rwnfa<.mml a ppv.menl cc Y N Isom Baru 1•41-Snap.to III nose renlac.menl i.r.arw to M.pose cool,. W W LL iii ABa•T f• 4L MEooIAN ® IS' Bore A I�I DESIGNER NOTES: rZV Q O W IpTN ]'Cl.a Pt,.wUon 51ope in Deegn Loy,.. • X Z < MEDIAN TAM AMMO, c✓° O UJ ~ W c.,,, _ ■dldl■dl SHEET I Of I W W W aMEMENC- r *texas Ltpprrmyv N 7ronspo ror7on W — _ CO �II■■■■■ / na Pm ae,a IX j � En a Cab ■■■... U U) Q J '� a �� ��� Co MEDIAN NOSE DETAILS a 1e o e e Plx•Bs:r Ewa,And..., c 0 0 w @ rV, Bo- Pam .lam X Q tu.. ..m a. HOU-MEONS-22 I— a.—. 'I-Pavement Edge mead, or INS[d 1.1I1R.e Ito TOOT 8 REINE ORCMG ©:.lam ramp.,Im> so I . a PLANI mop erg ,. 1 "'1..,1 8 SHEET 70 of 75 _ _-__-_._ RECORD DRAWING NO. Y 1 or PROJECT CONSULTANT'S SHEET NO. ®e..�m r.r4.,;‘, BSWOR111GENERAL NOTES y p,,�f ,. I. Langitudinol crosswalk lines should not be placed in the wheel 't3it1p4,F+''$123f2023 pp _ pone Of es, ald8. Centerl ine crosswalk prls lines on travel Ionls. L�5 lone I vehicles. andcle. mr linesIne (if preswalk OS: 2. A minimum he clear of stones oils be provided t0 cee curb face. C III Shoulder C� Ifa tte lost Crosswalk line folic into this distance 11 must be t' omitted. L I l I 45'Max.)See 3. For divided roodwoys, adjustments in spocing of the crosswalk Hs �I� General Note II lines should be mode in the median so that the crosswalk lines 0 w fi' 0 are maintained in.heir proper locotton across the travel = 6 .~ w yoF I I--24"White portion of the roadway. € 6��Z§ 1 [� lines crosswalk A. At skewed crosswalks, the crosswalk lines ore to remoin parallel . �5. i 2'q 2 . to the lone lines. a a Ruh 1N - 0 5. Eoch crosswalk shall be o minimum of 6' wide. w >9a has 2A- White\ $i eel stop line \ Center of crosswalk 6. The High-Visibility Longitudinal Crosswalk to the preferred - E fl§F M lire to lone line crosswalk pattern on State Hignwoys. Other crosswalk patterns pa shown In the "Texas Manual on Uniform Traffic Control Devices I t Center Of centerofcrosswalk mOy be used. All Crosswalk designs Orld dimension shall CCMPly o 8� ling to of with the"Texas Manual on Uniform Troffic Control Devices." GYY--• 0 travel .y A Ia•M�j lone T Final approved byt of the Engineer and Crosswalk shall �;�h MIn.0 be gineer in the field. W wg Centar pf croasealk MATERIAL SPECIFICATIONS c01i _ flint 10 shoulder PAVEMENT MARKERS (REFLECTORIZED) DMS-4200 0 m it Shoulder O is present) EPDXY AND ADHESIVES DM5-6100 = dl gAbh 11 BITUMINOUS ADHESIVE FOR PAVEMENT `be oMs-61 So V c ?Ayp kk TRAFFIC PAINT DMS-BOOS i \Si(13F(,/ V)c . HOT APPLIED THERMOPLASTIC DMS-8220 0L Q a HIGH-VISIBILITY LONGITUDINAL CROSSWALK E ih Lek w 4o AT CONTROLLED APPROACH PERMANENT PREFABRICATED PAVEMENT DMS-B240 0 ,� MARKINGS �¢' U g All pavement marking materials shall meet the IL C i-S p repaired Departmental Moterial Specifications O N ' 7. as specified by the plops. E 1O See Notes RI-5b- Stop Here for Peds C.) m a 2 o NOTES: Shaul der 0 I. Use stop hors with "Stop Here for Pedestrians" signs .....O at unsignoliZed mid block Cross walks. 24"White O Crosswalk 2. Use stop bans with'Stop Here on Red" signs of mid block lines crosswalks controlled DY traffic signals or pedestrian Y hybrid beacons. W [enter of crosswalk 2A'Whine WtY• !} liro.to Inns lip. O crop line Z Q O Q tr Z g :n /—2A-white Center Oalk O O I"— F srW line �`line toO/centCfer6aW of E U Cn Z W travel lane i,yy > W e Ijf Center of crosswalk line $°= L' W G 1�to shou)der line I i f ,Taxes Department of n@meportefwn 1:=, a W W Tp 20'-50' ,6'Min' shoulder is present/ Ct m U CO Q CO CO o shoulder CROSSWALK 0 Fco Q PAVEMENT MARKINGS O Oo w e1-5b -Stop Here for Peas See Notes X &2 PM(4)-22 1— UNSIGNALIZED MID BLOCK HIGH-VISIBILITY ,. LONGITUDINAL CROSSWALK Ta - 0u I 3 SHEET 71 of 75 RECORD DRAWING Na CITY PROJECT f pawn TOR cauntsgylm CONSULTANTS SHEET NO. ........::... ID:LLY L BDB1g.56 R.O.W. - .......................... 2-4'WIDE SOLO 1s' NTES: titww'.ai eo.�! YELLOW STRIPE MINIMUM_200: MINIMUM 200 10' 15' T g CkN.6.'>''1 EDGE OF SNOOPER I EDGE OF SHOULDER 1. ALLIPAVEMENT TH MARKINGS SHALL F TO THE C N A`l�`{„"'3/23I2021 EDITION OF THE TEXASETS MANUAL ON UNIFORM TRAFFIC CONTROL - DEVICES FOR SiNEETS MID HIGHWAYS(TMUTCD). - _ 1W1 1�1 IMF 2. ALL CENT TO BUTTONS AND MARKER$SHALL BE INSTALLED MU MU �� 01 O d ADJACENT STRIPES(APPROXIMATELY 2'). E ]. LEFT TURN STORAGE BAYS: 250'MIN.AT INTERSECTION OF TWO MAJOR THOROUGHFARES, is CCE OF SHOULDER 150'MIN.AT CULLEGIOR INTERSECTIONS,AND L 4"WIDE SOLD I 24'WIDE SOLID 4'2-WAY REFLECTORIZED 4'WIDE DASHED EDGE OF SHOULDER t00'MIN.AT LOCAL INTERSECTIONS. O YH�J WHTE STRIPE w1ATE STOP LINE YELLOW RAISED PAKMENT 4. REPEAT ARROWS AT APPROXIMATELY 1000'INTERVALS WITHIN C MARKERS(TYPE II A-A) YELLOW STRIPE TWO-WAY LEFT TURN SECTION. C -- -- -- - 5. WHEN PAVEMENT MARKINGS EXTEND INTO OR CONTINUE -- -- -- -- -- -- -- THROUGH AN INTERSECTION AREA.THEY SHALL HE THE SAME pQ E V u COLOR AND AT LEAST THE SAME WIDTH AS THE LINE MARKINGS 6$ W- TYPICAL TWO LANE TWO-WAY ROAD THEY EXTEND. ^ '6g444 6. WHEN CROSSWALK MARKINGS ARE USED WITHIN AN SMALL ESTABLISHED SCHOOL ZONE AREA,CONTINENTAL TYPE MARKINGS SHALL BE 0 <s RAl �I PUBLIC I USED ¢ TYPICAL TWO-WAY LEFT TURN SECTION J STREET 7. AOORIONAL SET OF'WORD'AND"ARROW"PAKMENT MARKINGS SHALL BE USED WHEN TURN LANE STORAGE LENGTH IS 160 ,F`, FEET OR GREATER. C4 ;'N ___________ _________ ___ E pYp R3-96 2-WAY REFLECTORIZED R 2.%36"� YELLOW RAISED PAVEMENT 2-4"WIDE SOLID YELLOW STRIPE(B"C-C)-L O� EDGE OF SHOULDER �IUPKERS(TYPE n Ay � CROSSHATCHING DETAIL --- ___. .. 4'SOLID_WHITE 2 a WUE�A=r.Eu HATE EC. 2 0 ;o_� E PI STRIPE 40'LENGTH q -/ rl DIRECTION OF TRAiGIC B. 32' 6 32' - 0 I'S0.PAKMENT 4'YELLOW TRAFFIC � Si IN .. I IN cam..., ® u, AT Tw tot w a MARKER(TYPE II A- ' BUTTON(NON-REEL) Z RON SARI `2'FROM STRIP SLL Noll_F4 r— — — _ e __ _* 1 .. • �� f0E OE Et: Ln ®I — I TANGENT I soc 6 / 2 a'ROE DASHED YELLOW STRIPE p SECTION 1550'MIN.AT rT" 1 5 E.) q b a'SO 1 WAY RED FF.i(MR 1FD WIMF�/ P.I. i O P.I.150'M�NN ATp GUNi[I '.:" TA 24'WIDE SOUD A - •- (/) RAISED PAVEMENT MARKERS(TYPE I-C) 100'MIN. 100'WIN AT LOCAL INI _- (TYP�STOP LINE /\//��''���'p a EDGE OF SHOULDER OP NAL:TYPE I-C PAVEMENT �- Z \1iIN O W W MARKERS AT 20'-0"C-C o IN CURIE SECTION) - P. E) ~ .3, RO.W. - -}I •8- 31' a 32• RO.W Ll HH I'WIDE SOLID WHITE STRIP 1 PUBLIC �f o v STREET I�-- - 24'WIDE SOLD YELLOW E STRIPE O a5'(20'-D"C-C) F- 0 '__ _ _-_ R.O.W. DIRECTION Of TRAFFIC U ----------------- 24'WIDE SCUD _ WHITE STOP NNE 4'S0.2-WAY REFLECTOR O WHIT (SEE DE AT...; PAVEMENT MARKERS OWE II I...0 CURB A) t CURe OUTSIDE EDGE CROSSHATCHING DETAIL OF STORAGE LENGTH //-4'WIDE DASHED WHITE STRIPE Y 'C' 32' �B' 32' B .. ' 6'w10E SO10 WARE STRIPE 101 I� MU MAT - MU DIRECTION OF TRAFFI0 •RI SEE TABLE 1 I I I � P,T. SDOR PC 4'WDE SOLO Z / 500'R PC ........ ____.. ♦ WHILE STRIPE 4'WHITE TRAFFIC cal /� '�- J MIN.Ai INTEflSECT10N OF TWO RAISED YEDMN 24"WIDE SOLID WHITE BUTTON(NON-FEEL.) W (n _ `�2 iH ROUGHFAR PT' 7-STRIPE O 45.(20'-0'C-C) 2"FROM STR'PE Z \W J .R1---/ I50 MIN.AT COLLECTOR INTEFSECT10N5 P.I. 100�MIN. PI. •E 0 Z �/! I I 1D0'MIN.Ai LOCAL INTF.ftSECTI0N5 tL6��" t: O > - MW SEE DETAIL I'D" M} 40' HN 1 10 15'I� 30 a"I WIDE DASHED WHrtTE STRIPE DE ' 1 0 Ei5 a W _� I E CURB / 24'WOE SOLO CURB 'OE• o ICE > O (3 WHITE STOP LINE c' m W Z R.O.W. \\ ♦'SO.PAK U MENT MARKER, cn EY jl r (TYPE 1-C OR TYPE 11 C-R) ORT SMOULDER 0 J Q PUBLIC TYPICAL MEDIAN SECTION 2"FROM STRIPE (p ili 2 STREET 0 () NO KLM]IUNS PAIL NAME FOR INTERN REVIEW ONLY TOGA_I'TICS V) DORM.MI:UMETE TAIS TBOFD TOR(Xa141MIC11W, ,I,i STAN. nn 'w•a�T �T PAVEMENT MARKING DETAILS(1 OF 2) /P/M2 Rfl 1L 22. I..ANDHIMR N.A M'uetW �'JDZ .m2�1w3 /\ SE'R/u/ KH NGNE / a SHEET 72 of 75 RECORD DRAWING NO. g icm PRDJE'CT di .,,.. _ ,..e�M1,�ie? r3. m,.eaSE'::dsif' a:"s:Za"1R174r.?. SIGN SUPPORT DESCRIPTIVE CODES REQUIRED CLEARANCE SM RD SGN ASSN IT AAAAANDASIA- RNIAPOR 880 KAR*0 SUPPORT w Y ml _ OAC `r.....n. r. �r�urru—:--M2r..r.ur n, n.n ., i.w.r.r11?"-= ,`. AVNfON i• l • i, t! ii . _ 77"-71 . i' f 7 1, i i 1 1 ., 1® _ LP; i} lits POG ,031.140:...__1 111-' , ��9i �� , ,,,F't•Ti,1 iti-1 ij !i 1i Y . \ i 1 F i IP .,!I .H.:1'1 lilt; f F!1{}i. il.if i !4111 ", Y , . d mull ill; ! ,;1.7!11;{?;[4ej. 1 l! ,11 I1, i !III ( j 1 I - Pill 1 111+, 11.•`1,1 i '1, q ,fill;. : 1-..... 1.11111pig -.� 1 \ ii 1 :l Ivn Q 1 _N-. 1, it!!S Tilt' till' i'jiil11i; Fig i; i t s j 11111: i f sii.F e 11iiiii',ii SIGN MOUNTIN SMALL ROADS TRIANGULAR SLII SAADI 11111 1!1111;1111 ! f ! # 1 1 1111 1 14;11; 1' ti 11 iFii;F,i i f_ ivil 1 + ={!1+i +yI1+ '.•! .'ir,' {i i; .1+,1,111:1:41•1111i'11,i�'111 •1 l ifii 1,1.11 x.111,� 1' FI +' 41Y1iiilirri 1•11}11„14 f 1111 • ii1 " iii 1 I SIGN AIO8ITING DETAILS SMALL ROADSIDE SIGNS GENERAL NOTES S DETAILS SAID (GERI-08 r ,.. { e ; ii {{i 11t+{ { .+ , i��;` j li 11! irill : f 0 1 ti i i J?i4I" + l 1 fI �f 1 '+ ! I !iil i h. �� , F 1 { { 1 1{ F i=F1 1:1. ,l , ;; ills + i1 Ifr !; 1101.1i11..1011i ; i; .0 ;.�.• , it 1. Qi ,., 1i1 -..- +1!, i . . + ® I ❑a {'� �_ lF t + i c ,.. "- .Ti-9..—ice'= y:�;.;.� r � Cy "- �s 5�^�. tea: .:=._5.:�i:=_ 1 i l,jS-(j.•t:+S :Nil!•111 11,11 '! , `iii , { t t .t fi s , j 7- - " jji:iIi{l + , 1 g' •Fi1 1, j;lit , ,f ':lei ' ' ' 'il irii 1 . - 'i 1 j { ;i I r F 11 � _iif i7 �'/ \ „_I7(I i . I ! ` ll i 1i j. e �I ,{ a� •� i fir' i F I I ff i , i' Ft j� , 1,- — • - 1 if lF [; - I 5 'O 1 I i• 1 ... o . : , jiff 1�;1i� . UI �1�ti1 a ii i " s f :l'I j i 1 g a:Ili- 1� A 3v 3}>I3 j. •1- •A• 11111111, • --- ---1� it 'I 1i` 1{` 111 ;1. ;;i Ili i; .. i 1 I li S i '1_ Ij i1{{ ii 1 '1 AAAA 'D'�"'I D� 1F i+11''1:1 MHO fj+ HMI: f- •5'{115111 ;i1't �1i'i11i�`F j • i-iilij iif�f i; 1: 1 !i• Ii:i ll;i. 31;Ioi §¢ ill/ ,i' 1F#5 it ,' N ill.;1}! {�'11 ii';}i,;i F111111 !! '.11.1111.1111 :141.:1,1; it,1111 ;1ii-;1j1111111#1,°11'1 1t11•F11,1 ` II, `{! 115;1 ;11, tEt al.iil 1i1Fi�1 [1!1111;{� id 1 jig, it! 1r.11i ill 1'l 11. ;i 1111 lig 1.1 f1 F! ni=,1f1= Fi i F+ 1 i ''{ j! i�, 1 ,fl 111111111 -- — ,I 1 jl !mum 1411ii l+ 11 + i 1 `� ! 1 1 14,1,4 115!1'- i' j'!_1i;11!i1�1i;{!1111q1 _I 11i+ t 1Rlr ,,._ . ° `i� I;t. ijjittit'j[ 1 1:11 ! . SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS TRIANGULAR SLIPSASE SYSTEM SIOISLIP-1/-08 .!,ei ,:, 1 lilt ,=111. ii {`'{ i i; 1.1 w 1 jt f i j. iir ! n• i t1 i1i 1 i1 Fj . !; ' r.. 1111s;1 }i=1 1 , ' ,i i 'i . ,. 11 !olio 4 +11 plow F •i If ;i 111' 1 , .. 1• j; I j 11 i I j e, 1;' i , ; i i i 11 I . ,, I 11+{! 1 ., , i F l 1si rift :l, t i . . p / + Alik 1 t F k i , ` iii il SIGN MOUNTING DETAILS SMALL ROADSIDE SIGNS TRIANGULAR SLIP8A5E 5TSTE SM]ISLIP-31-08 {Y' i i jr !' i i ' 1 {{{I.�i •� 1 Iii Ill: r 1' { �- ,1:111413° s p ,'i+• , + 1 1k �il: I ' i ..1 ji i-- -1 1!111:,1•- i { 1, Fi j,-,- e ifi• .fi!lii!l,a 11! ,, fi{:`{ 1 .i a Ie ify ! rfiF1'-i{Y �i�4itf7 �jiFi. +i!t;t;,lobi ' as.'{Fid ij` -4.1;10-44' i1il i iii 11 i 1, r-i, t .� F ( ii 1{ F IT ,'�.. IIID'' 1!1! IIID I'I 1 F ii4`E ii +'Ifii1 !'! If 11,1,.:51:11:' i 1;1.,ry1,,2, • ,,., !l..,1 ll {It T111.4 =j!.11,1'j1�!11'1 If ' °�y..` REVISION NO. DATE 9Y DESCRIPTION REVISION ND. DATE 9Y DESCRIPTION SHEET 73 of 75 RECORD DRAWING N0. OSO CREEK CORNER: SUBDIVISION ;'11 CITY OF CORPUS CHRISTI TEXAS Deportment of Engineering Services Kimley>»Horn ""',"�"`,HORN COM ,-:i r: ".f, '' CONSULTANT'S SHEET N0. SIGN MOUNTING DETAILS (SHEET 1 OF 2) MeV..FON CONSULTANT'S SHEET NO. (iii)e.............s...• „4-5:67.714;,,, .......,, 40 .•:,944...nor „,;•-rgr,r,•!. .cl Tul>i'n'g'Post 7:74......r.Z.,.7,:"...4:r.trr.=.."*.'"-•7-_:-. :0 UniverAoi Anchor System with FICergIces Reinforced Ploetic cFRP1 Poet es.... (PELLYinf9PYR,_ fT1-1 . Steel sylitiri. 7 -..:•,„;"„-, ....;71•,-:5FEE•a;:•.:.;••.zzzr.:-...=. ;..4.. 1386040..w 'Gi.r.L".=.217.:7-......•... I I, •i ,.............. ili F'-::::r.c. ,,,....,. I 1.7,..•1:-.7,,',..,. , .-'''" '7:7"7:7-::.'-'-`'''''-" di • ill E•nz.i '-' i -:-.4.-•.G4Z:7447.:r.f.r.:=1... I” 3 7" .7=74 .;7..'• ;•'..;''' LT7.2117:=.71.Y.:="°*4'44 -,-..;.-=?.. iri . „ • ..:-FTS.1.1.--17..•;i::::- .-- ---_;:.:7::::-.7-.F..;ii.'-2:--..11-z.."==:•:,-.;".• , ...... .......,.............. 41 = i• •.- ',.: I i..".÷...' 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Art ' NIOR .."."....'.'.. s WITH FRY POST Er/ g, 77.2GilLE2=2:Girr.22ri.:1-:..=",=-• Z. RN.,i.A401 U VERSAL ANCH SYSTEM SNOOPY-OH 2 4D1111 14•S WITH SMOUND-OW S ...... ...Vir.:AT -."..... km..,,,...... AMY Le, ;..1 D - . :f4 L. 0 ig E a t 1--. a ----• z.--) 0 STREET NAME SIGN U) ....Km J CK - in < • IIIIIIIIA I 1 4 : (_)CK• Z LLI GA 0 0 ° Li- ifr`r.--.---- 0......C.L., W4_ .1 A () (DO E LL.1 E7.3 1- I- n LL1 Z LU MOUNTING GETA X 0 UJ STREET jai lur..,..0, . . 0 I II 0) z • 4:, O 0 e•• (j) STREET SIGN BRACKET ' Immulm;ar- -- -1 6 SHEET 74 of 75 STANDARD STREET RECORD DRYING Nit NAME SIGN CONSTRUCTION DETAILS g He Ig D CITY PROJECT! 'T.....;.,." '. CONSULTANT'S SHEET NO. W W :rl ▪ ABML WELLY L 96SM4O1 } MN MN 010001•011010 V. cm.A. nl Maw.MAw OF u r• Ems,a Tvm•es•66 r..nnMI. AC I "`i((Rtr.`-'.11/202023 MA I1aeloa wpm.En, .)..1 A Li 140.11,11. �C BESS �,111MT..lod i'.ea TESTING SCHEDULE x DESCRIPTION RATE EST.QUANTITY i� ,� 011') AU wnlv✓.r Fu VA • STANDARD PROCTOR-TRENCH BACKFML PER MATERIEL SOURCE --W > -A� STANDARD PROCTOR-SUBGRAOE PER STREET/HATER., • in S N FELTON MGM. CT 21AW1 WASTES-TRENCH BACKFLLL PER 200 LF TRENCH/OFT 121 a ..ti..., IEEEi®[UDC iw DENSITIES-SUBCRADE(ASPHALT STREET) PER 100 LE/LANE/LIFT DENSITIES-SUBCRADE(CONCRETE STREET) PER ROO LF/LANE/LIFT • 1 WO RAN WY 1.1.AS DENSITIES-SUBCRADE(DRIVEWAYS) PER 2 DRIVEWAYS o C 16.11} DENSITIES-SUBGRADE(SIDEWALKS) PER 5000 SF (w RAM,C.,.T.mROW CV 1p DENSITIES-BEHIND CURB AND GUTTER PER HOLE le B1 N KO•IRAr Fu-Oe0&MAr CY MI@ 111010ESr FLEXIBLE BASE: W • '�d#AEleaieiumB(0RF.w-' _.---'-D---'...--.'"-- cs SIEVE ANAL S5 PER 3000 CY C® MODISTE PG PROCTORMITS PER 3000 CT C m y L.A. PER 3000 CY ABRASION PER 3000 CI (I) l R(STANDARD) PER MATERIAL SOURCE (.33 WET BAIL MILL TEST PER MATERIEL SOURCE Z' RI �� aw N i ormorsonsTROMP TEST PER MATERIEL 5010CE g V C mrre- 0.1101.0.1.1.011 DENSITIES OF COMPACTED BASE(ASPHALT STREET) PER 100 LF/LANE/OR mp DENSITIES Of COMPACTED BASE(CONCRETE STREET) PER 200 LE/UNE/OFT () N E DENSITIES OF COMPACTED BASE(CAC) PER 200 LF C@G n z Om x 01 © E W HOT-MIX ASPHALT(HMO E 0 _ EXTRACTION,SIEVE ANALYSIS PER 500 TONS OR DAY & U 0 LAB DENSITY @ STABILITY PER 500 TONS OR DAY THEORETICAL DENSITY(RICE METHOD) PER 500 TONS OR DAY 0 -' TEMPERATURE-DURING UT-DOWN CONTINUOUS AS NEEDED THICKNESS-N PLACE(CORE) PER 1000 LF STREET E W AIR VOIDS-IN PLACE(CORE) PER 1�LF STREET �_ i fL THEORETICAL DAUNT?- PUCE(CORE) PER 1 STR LF EET U Isa.-,aeaswW Ls 1 CONCRETE: - CIS oAAT 6. 141 (UNCONFINED COMPRESS.,T,14,@ 28 DAY) CURB A GUTTER/CURB PER 500 LF CAC/CURB I 0 SIDEWALKS AND CURB RAMPS PER 4000 SF I Z Cie 1171[1,SWAY IMNOE 16 26 DRIVEWAYS PER 2500 SF CURB.POST @ CRATE INLETS PER B EACH I U) BOX CULVERTS(GUST-IN-PUCE) PER 100 LF 62.1 NWna,WIAu M Lao WNGWALLLSS PER EACH ANV W - M1DA �� - ' MORN ES(CAST-N-PUCE) PER 2 EACH T11.10 !FM LL RIP MANHOLES A S.E.T.e PER 1000 SFs.eves...me Le too Z MANHOLE BASE/FOOTING PER ID EACH 131 1RM IP IP RIGID CONCRETE PAVEMENT: O O W J COMPRESSION STRENGTH(T A 2B DAY) PER 2500 SY OR DAY CI• 12,6811.41,40.13041,16101,L0. If .. FLEXURAL(BEAM)STRENGTH(2 @ 20 DAY) PER 2500 SY OR DAY 4 U () I— CI R CONTENT PER 2500 Cl OR DAY 6_ SLUMP PER 2500 SY OR DAY ¢ W/ Z W 'W g fxm D0 R I. CONDUCT ADDITIONAL RTESTINGRAT THE ENGINEER'SDDISCRETIION.RE-TESTAFOR RF�LURES ARE NOT INCLUDED. /) D 0(n 2. MOISTURE CONTENTS TO BE INCLUDED WITH DENSITY TESS pp WPM.X1.00031.1111100. Mk . Vrn MI WOMAL411 COMMIX 3. N THE EVENT OF FAILURES.ADDITIONAL TESTS WILL BE REWIRED.IF EXCESSIVE RAIN OR DRY PERIOD 0 N . OCCURS ON A PREIOISLY TESTED SECTION.THE CITY MAY ORDER RE-TESTS AS NECESSARY. W ▪ eANTAWIBaLDA aRWRO O c •mom Pm c PPE PAL NE Q w WIPP EPEE G_ IALL®1IN 2Wa e UUTRPIII P En A LLOrr1N M W a• ♦MAeNIANCEEW CROP CALL WPM & RELEASED FOR CONSTRUCTION S SHEET 5 of 74 Dee A.Whitmire.P.B.,CPO,GPM DRAWING NO. Development Services en0�11eer g VW of Corpus CENCI WAN..ruction PMro.roman euaa on me 4 WIo PRTMMIR M•MM M UDC a S.S.F. a CITY PROJECT CONSULTANTS SHEET NO. LEGEND: _ 1.5.1M110. CONCRETE PAYMENT 110 i.e.IrO.C.E.W.1 cownrre 6.9 Ai :•.v^Tmv�.o..T.memoir wTbxro r,.OWTOP OF CUR. �f s'.11 O ET OP uY eotrNuaTrniS p .WOE Mena.w.,.T.o.01,-.4 le4's.4c.ss9.—i p .woe sow.v....,.T.00,.,., 404.7.'451%20rzO23 • OSO PKWY(FROM YORKTOWN BLVD TO STA 24+69) OSO PKWY(FROM STA 24+69 TO MAPACHE PASS) ROW q ROW ROW Oy ROW S 1 r. -�'—�� 4a.� w„a,,, ,,, ,,o�,.d.../,,,v,.,.. �Q 4 I o s..•J ,z.. ® ,z.o �.oL J .I I I fo1 s.o' F 1.0 I 0.0' 1 ).0'�• ,z.0 ,1.0' 0.0' 3.0' t.o• s.o• o• 11.0' MO' u.o• R...., ...u,. ZS comm. ...... ....•... .... _ ...W. ,........,.. venom. _ 80.0' ROW 60.0' ROW It N T 8 U In An U E MAPACHE PASS N LOS CHICOS DRIVE i 111 ¢ a S 5 4 III W es OU ~6 o• s'I so' aa .. .oI�I • E S_~ o ILO tta I. . ' � U t.o'—f i.o o e..... .. * .op.. war. I I .."". ....,.. .. wmow om. .'... 60.0' ROW ROW U) Z 0 I- 0 IY w IIIW OSITO WAY(FROM YORKTOWN BLVD TO LOS CHICOS DRIVE) OSITO WAY(FROM LOS CHICOS DRIVE TO MAPACHE PASS) Z 0) 0 Q 0 �y____ — tf, w CI t.o•�.f o l o'I MO' 1 tao' I MO' 1 ao•I s.a 1 1 t.o• t.o• sea L.o' u.o' I t..o' 1 mo' 4.d I s.o' 1 I t.o• 0 (A ��J..LL��� 1_ 11 ...L� —J �� �� 60.0' ROW .venom. I k� �� 60.0' ROW ....... s I U 0 r RELEASED FOR CONSTRUCTION lf=( .._ • S SHEET 6 of 74 ma A WhlanIns.P.a.,CFM,CM. RECORD DRAWING N0. Development Some..manes City of Cup..CRAM g paw Cemtruction Marks will..G bawl a.. 4 No...Me.,...UDC 3 OAF. i, CITY PROJECT :.....,...,. CONSULTANT'S SHEET NO, JIA, wP F) "1 ILLY L T'S SHEET oprtil `,,,.. 4/20/2023 \1 11 \ 9i ae. F \ i avwxry ROF[0il p �jgRIM I1 gfir, 1 1 ;R�q g• 4�R B' 4�Rg•g= ' G.AMG W Kuv T.uL NNNGs ph'� G /,� cnunB onto aili,c uc,.m :. n ., 3 Tn '• _— - wr y. _ _ _ _ I _ , F GRAPHIC SCALE IN FEET g 1 ? --------: pII =� n , ; m IIIa_ \ .I L0T1� y `,p PeoeSTRwN EABEWENT DnDD �p D�EWeAr�y B i D`"EE , tiL�,IDDL DRwar PBR x »AHE,B. ELEMENTARY .D P 0Ka � LEGEND ANMEe srrE .+rorvar G.nw.,. IMG110/CUSS a.RLNE �g S u y Z n ? inm\ 1. I ' • IXIST 25 ROMO WA EAK-4E1l1 '1 1 _,»— r.oronmmxTou. - O LOT 7 I I UUdiil U 1y#,, H .Do o E / \ gl` n { NOTE'DRIVEWAYS INTO SCHOOL SITE TO BE F' 0 I U[202D r -- ( - ,. . 4 I AND DRIVEWAY BY OTHERS,FINAL SIDEWALK () a .-. [v[OrvRFNI \ EXIST B UTILITY EASEMENT -mil 6 AND DRIVEWAY LOCATIONS TO BE COORDINATE p W 1 / 50 a \ Y 1' WITH APPROVED DRIVEWAY PLANS BY OTHERS. o....T. \ /t =1 } NA�/ _ TOPDCf CURB UNLESS OTHERWISE SPECIFIED. Il AY ELEVATIONS ARE CALLED OUT TO BE CO .- T..R ,u14211 TOmFlELO VERIFY E , , t EYORKTOWN FIELD TO ELEVATION iATCH PROP _`=�SEp}�_ G _ �3F.:'1� RELOCATION POWER POET 1... • eT ,a OOOC E BE \ DBD CREW BRIDGE.PLANS) 8 v`N Lu I�1 • ;: W - —- - _`'��'e.,, `Pw,ER RwIDER ,a \! NET ROADWAY QUANTITIES Z�ro� d ,o. - �QUANifTY Y --_ S 1 ,•, — _ _�- ""'�� � y -I TOTAL ROADWAY CUT C 18,000 Z Q 0 I e I n \ _—_ g:IL'44 E nn:E•r --- g<.1-- - TOTAL ROADWAY FILL 7,650 CC LOT 8 __ _ � ��• xx+} UTUTY SPOLS 20,W0 w 1 '-——— $ STOCKPLE FLL 30,450 Y «ABRNRY DEW , n AUGUST IS,ml, ,, . LC,' ryLLI m mll O p " O o or 26 m�CA m RELEASED FOR CONSTRUCTION S SHEET TO of 74 MI.A.WBllmh,PR.,CPM,CAM RECORD DRAWING NO. Development Service.Engineer g e cm,or cape.coma NOW CMS...cm Plans G em,.Based m.. t m....WSoo.I.00 m UM....e.E. CITY PROJECT '' CONSULTANT'S SHEET NO. .YF` ''DAn f`1�C / OF.44+ ,. f 1 U �� � I@LLV L BOSWORTH£ • ♦ 5 19B404 i LL(pA�,��CENB�c.y\!_�� 'aLE�1o:F,.\'�202023 v GRAPHIC SCALE IN FEET ill L4T_.m3'' 1 Vfli WARRANTY DEED \ I • GRANTEE G/POPTEzaA swiFINURY - +>n/. \ LEGEND ,v LOT 8 Daci2oCD2g)BB, i li o.PRN r /-� CO •� \• uNe ulo WARRANTY DEED • a \ AUGUST 15,2011 ) ^�/ \lr\A 01 cmewwuRala Y V7 GRANTEE:u0RTE2A SHAFlNURY • 00092011029259 i 1 _ 1 .,..Gi. __. - _ -..____. -.. �>� Max brcua. n S C.)1 C W c. _ _ --'il]a� ——— Wien e L _ „'. �+.r— 2_ LOS CHICO . w g j VI IP • • •RIVE 1 -•FT -- aRL. neawami.Loauaa AEI a a rc \ — moor•LJ — ,- - _ LOTS 9-10.SECTION]A , m , --.�� � 2.553 ACRE TRACT \ NON roam a U I.-- O _,Y \ FLOUR BLUFF AND ENCINAL FAR AND, —t2A mamma i/ \ - GARDEN TRACTS - LL -'-' SCHOOL DRIVEWAY PERJ `�9CH00'ORNEWAY PER T} O E :' �BONO2020 RO�1iHpA4T ,.._._ BOND 201P SOVTIIEARI. - ' --- ealalwbroKlwn E • %EL ENTMY ELE iANY • \ }. Y II L'PLANS N 90.01.Pl.4148, NOTE:DRIVEWAYS INTO SCHOOL SITE TO BE I+ 0 CONSTRUCTED BY OTHERS,FINAL SIDEWALK Z--) y \ • \ AND DRIVEWAY LOCATIONS TO BE COORDINATE (] PROPOSED' \ Si _ YIIIN APPROVED DRIVEWAY PLANS BY OTHERS. DSO-TRACT OR • • ROADWAY ELEVATIONS ARE CALLED OUT TO BE PUSPV SCI OOV m[ LOT I1,SECTION}A TOP OF CURB UNLESS OTHERWISE SPECIFIED. 14.534 ACRE TRACT m ` ` \ FLOUR BLUFF AND ENCINAL FARM /I AND GARDEN TRACTS V A • ` " NET ROADWAY UANTITES CC . ) QUANTITY CY LU TOTAL ROADWAY CUT 18,000 Z Q TOTAL ROADWAY FLL 7,650 CC ZZ W I UTLITY SPOLS 20,100 O 7) > 57 STOCKPLE FLL 30,450 _ Y5 0 L_ w o p C90 W cc in Z c\I O D 0 O U) < CC O 0 tiELEASED FOR CONSTRUCTION S SHEET 11 of 74 NI.A.Whitmire.P.E.,CPU,CPU RECORD DRAWING ND. Development Service.Engineer 2 City bF Cbrpu.Christi Mote,Construct!. .*basal o.the 6 N.rwmban amaGN In UDC A asF g CITY PROJECT CONSULTANT'SHEET NO. y+Ly :' FN,1 A WN /. ID:LLY L BOSMgRiH S Y'iit. / r ' / i LOT\ , m,Iw , �1 POWER POLE RELOCAYIDN TO BE, E4 .� COOREINATEOWITH\ (\ F lTo �'� l � POWER PROVIDER "/ V4•I - N m N9a cis, _-__- /, W 30QORAPNIC SCALE IN IN FEET 14 OS r` .. - Re. Cn HE PASS ,.. Aq ', EX.OVH POWER ` 1... J —OW) ,NT Iv 7, S POLERELOEDNITCATEN TO BE "T' Z LEGEND POPOWWEERRPR�OVOIOEFH _ — -. Z 1 / -. / POLEr 2 LANE MEE T m rz U -LOT•2 �' i- RN.T.P,W. N y WARRANTY DEED .. 'e-_. --- / OSO TRACT 28 cn.smu W VEn JUNE 22.1➢BP" '�� 1�'' / LOT 11 SECTON 34 roof OF CURB S C ' GRANTEE-CRY OF E RPUS CHRISTI 834 ACRE TRACT w 'C // VOL 2 83 PC 238 -/ FLOUR" AND EN FARM CENTERLINE m j d DRNCT. '� 4 GARDEN' g y a___ rc — YW PO -3. wunosrcm wes Q -• ,wx PONTS ¢ V O -rT3 PR.PosE.[..TPA 0 NOTE:ROADWAY ELEVATOIS ARE CALLED OUT ~ TO BE TOP OF CURB UNLESS OTNERWISE Z.). y SPECIFIED. 0 4 LOT 1 /' HI A. wI _ NET ROADWAY QUANT1TES co QUANTITY CY W J e LO, PL! 30450j TAL ROADWAY CUT 18,000 Z Q d' ^2 Y 5 O La... _ — _ "T W — O O OSO TRACT 28 • LOT 1-2 O CO LOT 11,SECTION 34 \ ' 14 S34 ACRE TRACT _ .. ` /� FLOUR BLUFF AND TRACTSL EARN AND WARRANTY O�FO 0 y GARDEN-43, MARCH]0,)VOL1 .'A',PG.41-43,N.R.N.C.T.) GRANTEE:CRY 2 CORPUS CHRISTI VOL.222),PG.0/ O.R.N.C.T. S (RELEASED FOR CONSTRUCTION'\ S SHEET 12 of 74 BNSA.Whitmire,P.l.,CfM,CPM RECORD DRAWING Np Development Services Engineer g City of Corpus Christi Rota conse0ction mans will RR*biased on ge Q e,N.ONI,UNN2 C uoe 3 CITY PROJECT/ MATCH LINE (THIS SHEET) CMO SSVd r r ,9e I MATCH LINE (THIS SHEET) (Motl .09) 9918 NM01MI0A 0N11 (-RELEASED FOR CONSTRUCTION A 09/20/23 NIB REVISED PAVEMENT CROSS SECTION 003 N0. DATE BY DESCRIPTION REVISION N0. DATE BY DESCRIPTION 3 OSO CREEK CORNER SUBDIVISION GRADING OVERALL (4 OF 4) CITY OF CORPUS CHRISTI TEXAS Department of Engineering Services 9 5 Exhibit 3 -Cost Estimates PROJECT Oso Creek Yorktown Delevopment $ 45,204.00 CITY Corpus Christi, TX JOB NUMBER: 68918101 ACRES: $ 7,877.00 D. PAVING IMPROVEMENTS ITEM DESCRIPTION - PARKWAY UNIT QUANTITY UNIT PRICE TOTAL PRICE 6.5"CONCRETE PAVEMENT- PCCP SY 12,705 $ 85.00 $1,079,925.00 8"SUBGRADE PREPARATION SY 13,933 $ 2.00 $27,866.00 ROADWAY EXCAVATION CY 1,639 $ 36.00 $59,004.00 ROADWAY FILL CY 6,183 $ 42.00 $259,686.00 LIME FOR SUBGRADE STABILIZATION SY 13933 $ 26.00 $362,258.00 CEMENT FOR SUBGRADE STABILIZATION SY 13933 $ 20.00 $278,660.00 CONCRETE CURB &GUTTER LF 5,305 $ 13.00 $68,965.00 8' CONCRETE SIDEWALK LF 2,420 $ 78.00 $188,760.00 PAVEMENT STRIPING LS 1 $ 25,000.00 $25,000.00 $ 2,350,124.00 ITEM DESCRIPTION - RESIDENTIAL UNIT QUANTITY UNIT PRICE TOTAL PRICE 6" PCCP PAVEMENT SY 8,266 $ 74.00 $611,684.00 8" SUBGRADE PREPARATION SY 9,473 $ 2.00 $18,946.00 ROADWAY EXCAVATION CY 1,260 $ 36.00 $45,360.00 ROADWAY FILL CY 3,897 $ 42.00 $163,674.00 LIME FOR SUBGRADE STABILIZATION SY 9473, $ 26.00 $246,298.00 CEMENT FOR SUBGRADE STABILIZATION SY 9473 $ 20.00 $189,460.00 CONCRETE CURB &GUTTER LF 5,305 $ 13.00 $68,965.00 5' CONCRETE SIDEWALK LF 2,420 $ 38.00 $91,960.00 $ 1,436,347.00 DIFFERENCE $ 913,777.00 CONTINGENCY(7%) $ 63,964.39 ENGINEEREING (13%) $ 118,791.01 TOTAL $ 1,096,532.40 BOND (2%) $ 21,930.65 GRAND TOTAL S 1 118.463 05 Exhibit 4 INSURANCE REQUIREMENTS CONTRACTOR'S LIABILITY INSURANCE A. Contractor shall not commence work under this agreement until all insurance required herein has been obtained and approved by the City's Risk Manager or designee. Contractor must not allow any subcontractor to commence work until all similar insurance required of the subcontractor has been so obtained. B. Contractor shall furnish to the Risk Manager or designee two (2) copies of Certificates of Insurance, with applicable policy endorsements showing the following minimum coverage by an insurance company(s) acceptable to the Risk Manager or designee. The City must be listed as an additional insured for the General Liability policy and Business Auto Liability policy, and a waiver of subrogation is required on all applicable policies. TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE 30-Day Notice of Cancellation required on all Bodily injury and Property Damage certificates or by policy endorsement(s) Per Occurrence/aggregate COMMERCIAL GENERAL LIABILITY $1,000,000 Per Occurrence 1. Broad Form $2,000,000 Aggregate 2. Premises—Operations 3. Products/Completed Operations Hazard 4. Contractual Liability 5. Broad Form Property Damage 6. Independent Contractors 7. Personal and Advertising Injury 8. Professional Liability(if applicable) 9. Underground Hazard(if applicable) 10. Environmental(if applicable) BUSINESS AUTOMOBILE LIABILITY $1,000,000 Combined Single Limit 1. Owned 2. Hired&Non-owned 3. Rented&Leased WORKERS' COMPENSATION Which Complies With The Texas Workers' (for paid employees) Compensation Act And Paragraph II Of This Exhibit. EMPLOYER'S LIABILITY $500,000/$500,000/$500,000 PROPERTY INSURANCE Contractor shall be responsible for insuring all owned, rented, or leased personal property for all perils. C. In the event of accidents of any kind related to this project, Contractor shall furnish the Risk Manager with copies of all reports of such accidents within ten(10) days of the accident. Exhibit 4 Page 1 of 3 II. ADDITIONAL REQUIREMENTS A. Contractor must obtain workers' compensation coverage through a licensed insurance company in accordance with Texas law. The contract for coverage must be written on a policy and endorsements approved by the Texas Department of Insurance. The coverage provided must be in amounts sufficient to assure that all workers' compensation obligations incurred will be promptly met. An"All States endorsement shall be included for Companies not domiciled in Texas. B. Contractor shall obtain and maintain in full force and effect for the duration of this Contract,and any extension hereof,at Contractor's sole expense,insurance coverage written on an occurrence basis,by companies authorized and admitted to do business in the State of Texas and with an A.M.Best's rating of no less than A-VII. C. Contractor shall be required to submit replacement certificate of insurance to City at the address provided below within 10 days of the requested change. Contractor shall pay any costs incurred resulting from said changes. All notices under this Article shall be given to City at the following address: City of Corpus Christi Attn: Risk Management P.O. Box 9277 Corpus Christi, TX 78469-9277 (361) 826-4555-Fax# D. Contractor agrees that with respect to the above required insurance,all insurance policies are to contain or be endorsed to contain the following required provisions: • List the City and its officers,officials,employees,volunteers,and elected representatives as additional insured by endorsement, or comparable policy language, as respects to operations, completed operations and activities of,or on behalf of,the named insured performed under contract with the City. • The "other insurance" clause shall not apply to the City of Corpus Christi where the City is an additional insured shown on the policy; • Workers'compensation and employers'liability policies will provide a waiver of subrogation in favor of the City; and • Provide thirty (30) calendar days advance written notice directly to City of any suspension, cancellation, non-renewal or material change in coverage, and not less than ten (10) calendar days advance written notice for nonpayment of premium. E. City shall have the option to suspend Contractor's performance should there be a lapse in coverage at any time during this contract.Failure to provide and to maintain the required insurance shall constitute a material breach of this contract. • F. In addition to any other remedies the City may have upon Contractor's failure to provide and maintain any insurance or policy endorsements to the extent and within the time herein required,the City shall have the right to order Contractor to stop work hereunder, and/or withhold any payment(s) which become due to Contractor hereunder until Contractor demonstrates compliance with the requirements hereof. Exhibit 4 Page 2 of 3 G. Nothing herein contained shall be construed as limiting in any way the extent to which Contractor may be held responsible for payments of damages to persons or property resulting from Contractor's or its subcontractor's performance of the work covered under this agreement. H. It is agreed that Contractor's insurance shall be deemed primary and non-contributory with respect to any insurance or self insurance carried by the City of Corpus Christi for liability arising out of operations and completed operations and activities under this agreement. I. It is understood and agreed that the insurance required is in addition to and separate from any other obligation contained in this agreement. Exhibit 4 Page 3 of 3 Exhibit 5 (City of Corpus Christi,Texas Department of Development Services City of P.O.Box 9277 Corpus Chdati.Texas 78469-9277 Erg Corpus s (361)826-3240 _ j-��.i0 Located at: 2406 Leopard Street =ChI ist� (Corner of Leopard Si.and Port Are.) DISCLOSURE OF INTERESTS City of Corpus Christi Ordinance 17112, as amended, requires all persons or firms seeking to do business with the City to provide the following information. Every question must be answered. If the question is not applicable, answer with"NA". NAME: MPM DEVELOPMENT, LP STREET: P.O. BOX 331308 cIir: CORPUS CHRISTI zip: 78463 FIRM is: ❑Corporation ❑■ Partnership ❑Sole Owner ❑Association ii 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 Title: GENERAL PARNTER (Print) • ___, Signature of Certifying Person: Date: 8-23 is AxvELOPBIENTSVCS'SHARFD'QAND DEVELOPMENT\ORDINANCE ADJRNISTRATION APPLICATION FORMS''FORSLS AS PER LEGAD2(11211)ISCLOS1RE OF INt ERNSTS STATEMENT'27.12.DOC