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HomeMy WebLinkAboutC2023-303 - 12/12/2023 - Approved WATER ARTERIAL TRANSMISSION AND GRID MAIN CONSTRUCTION AND REIMBURSEMENT AGREEMENT STATE OF TEXAS § COUNTY OF NUECES § This Water Arterial Transmission and Grid Main Construction and Reimbursement Agreement ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipality, and LSK Development, LLC ("Developer/Owner"), a Texas Limited Liability Corporation. WHEREAS, the Developer/Owner, in compliance with the City's Unified Development Code ("UDC"), has a plat, approved by the Planning Commission on October 5, 2022 to develop a tract of land, to wit: approximately 19.747 acres known as Queen's Crossing Unit 2 Subdivision located south of the Cimarron Blvd and Lens Dr intersection as shown in the attached Exhibit 1, the content of such exhibit being incorporated by reference into this Agreement; WHEREAS, under the UDC, the Developer/Owner is responsible for construction of the Arterial Transmission and Grid main extension ("Water Improvements"); WHEREAS, under the UDC, the Developer/Owner is eligible for reimbursement of the Developer/Owner's costs for the construction of Water Improvements; WHEREAS, it is in the best interests of the City to have the Water Improvements be constructed to its ultimate capacity under the City's applicable Master Plan; WHEREAS, Section 8.5.1.C. of the UDC authorizes the acceptance of applications to be eligible for reimbursement in the future when certain funds become fully available in the Arterial Transmission and Grid Main Line Trust Fund and are appropriated by the City Council; and WHEREAS, Developer/Owner has submitted an application for reimbursement of the costs of extending Water Improvements_as shown in Exhibit 2, the content of such exhibit being incorporated by reference into this Agreement. WHEREAS, the Water Arterial Transmission and Grid Main Trust Fund does not currently have sufficient funds to fully reimburse Developer/Owner for Water Improvements; and WHEREAS, Developer/Owner may be paid when assets of the Water Arterial Transmission and Grid Main Trust Fund are sufficient, authorized for such purpose, and Developer/Owner has priority per UDC §8.5.1. C. NOW, THEREFORE, in consideration of the mutual promises and covenants contained in this Agreement, the parties do covenant and agree as follows: 1. TRUSTEE LIABILITY. a. The City is executing this agreement as trustee of the Water Trust Fund pursuant to UDC §8.5. The City is acting as trustee to further its governmental functions of providing Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement SCANNED Approved to legal form BB 9.8.22 Page 1 of 13 water and sewer service. Texas Constitution Article 11, Section 3 prohibits the City from becoming a subscriber to the capital of any private corporation or association, or make any appropriation or donation to the same, or in anywise loan its credit. As such, the City's participation as Trustee does not create a loan of its credit. Execution of this agreement constitutes a promise to pay only to the extent that the assets and future assets of the trust are sufficient for such purpose and it is expressly agreed that any judgment will only be satisfied out of the assets of the trust and not out of the City's assets. The City is excluded from personal liability. b. The Water Arterial Transmission and Grid Main Trust Fund was established by Ordinance No. 17092 to encouraging the orderly development of subdivisions within and surrounding the City of Corpus Christi, Texas and continues pursuant Texas Local Government Code §395.001(4)(C). The revenue generated for funding and continuation of the Water Arterial Transmission and Grid Main Trust Fund is subject to legislation of the State of Texas and the City of Corpus Christi. Nothing in this agreement guarantees neither the continuation nor future revenues of the Water Arterial Transmission and Grid Main Trust Fund. The City is not liable for modification or termination of the Water Arterial Transmission and Grid Main Trust Fund. The Developer/Owner agrees that any modification or termination of the Water Arterial Transmission and Grid Main Trust Fund is a legislative action and does not constitute a breach of trust, an act of bad faith, an intentional or reckless indifference to the interest of a beneficiary, or a profit derived by the trustee from a breach of trust. 2. PLANS AND SPECIFICATIONS a. Developer/Owner shall contract with a professional engineer licensed in the State of Texas and acceptable to the City's Development Services Engineer to prepare plans and specifications for the Water Improvements, as shown in the attached Exhibit 3, the content of such exhibit being incorporated by reference into this Agreement, with the following minimum requirements: WATER ITEMS REIMBURSABLE BY CITY ITEM DESCRIPTION QTY UNIT COST TOTAL 1 12" PVC PIPE 1881 LF $90.00 $169,290.00 2 12" GATE VALVE WITH BOX 4 EA $6,000.00 $24,000.00 3 12" EL,ANY ANGLE 7 EA $1,300.00 $9,100.00 4 12" TEE 8 EA $2,000.00 $16,000.00 5 12" X 6" REDUCER 1 EA $900.00 $900.00 6 6" PVC PIPE 31 LF $50.00 $1,550.00 7 6" X 30" PVC PIPE NIPPLE 3 EA $550.00 $1,650.00 8 6" 90° EL 1 EA $800.00 $800.00 9 6" GATE VALVE WITH BOX 2 EA $1,500.00 $3,000.00 10 FIRE HYDRANT ASSY 4 EA $6,500.00 $26,000.00 11 PAVEMENT PATCHING 1 LS $6,500.00 $6,500.00 SUBTOTAL $258,790.00 10% CONTINGINCIES $25,879.00 SUBTOTAL $284,669.00 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 2 of 13 7.5% ENGINEERING, SURVEYING, &TESTING $21,350.18 SUBTOTAL $306,019.18 LESS WATER ACREAGE FEE, COMMERCIAL $(11,799.80) LESS WATER ACREAGE FEE, RESIDENTIAL $(8,304.45) TOTAL AMOUNT REIMBURSABLE $285,914.93 b. The plan must be in compliance with the City's master plans. c. The plans and specifications must comply with City Water Distribution Standards and Standard Specifications. d. Before the Developer/Owner starts construction the plans and specifications must be approved by the City's Development Services Engineer. 3. REIMBURSEMENT a. The cost for the Water Improvements less $20,104.25 lot/acreage fee credit is $285,914.93. Subject to the conditions for reimbursement from the Water Arterial Transmission and Grid Main Trust Fund and the appropriation of funds, the City will reimburse the developer, the reasonable actual cost of the Water Improvements up to an amount not to exceed $285,914.93 as shown in the attached Exhibit 4, the contents of such exhibit being incorporated by reference into this Agreement. b. Subject to the conditions for reimbursement from the Water Arterial Transmission and Grid Main Trust Fund per the UDC, this agreement, and the appropriation of funds, the City agrees to reimburse the Developer/Owner on a monthly basis upon invoicing for work performed. The submitted invoice shall be deemed administratively complete by the City prior to payment. The reimbursement will be made no later than 30-days from the date of the City's administrative approval of the invoice. Developer/Owner shall submit all required performance bonds and proof of required insurance under the provisions of this Agreement. c. Cost-supporting documentation to be submitted shall include: 1. Summary of Costs and Work Performed on form provided by the Development Services Department, 2. Contractor and professional services invoices detailing work performed, 3. The first reimbursement request requires submittal of invoices for work performed. Future disbursements shall provide evidence of payment by the developer/owner through a cancelled check or bank ACH for the previous submittal. The final reimbursement request shall require evidence that all invoices to date have been paid. d. To be eligible for reimbursement, the work must be constructed in a good and workmanlike manner and must have been inspected and accepted by the City. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 3 of 13 The City agrees to conduct periodic inspections and approve the progress of the work at key points during construction. e. The final 5% of the total contract reimbursement amount will be held as retainage until such time the City issues acceptance of public infrastructure in accordance with Unified Development Code. f. In the event that this Agreement is terminated by the City at a time when there has been a partial completion and partial payment for the improvements, then the City shall only reimburse Developer/Owner for its costs that were legitimately incurred towards the completion of the improvements that have been inspected and accepted by the City up to the time that there is an uncured default by the Developer/Owner. 4. PAYMENTS, CREDITS AND DEFERRED REIMBURSEMENT. a. All payments, credits, priority of reimbursement, and deferred reimbursement shall be made in accordance with UDC §8.5. Developer/Owner understands and agrees that if funds are not available in the Water Arterial Transmission and Grid Main Trust Fund, that reimbursement will not be made until such funds are available, appropriated, and Developer/Owner has priority per UDC §8.5.1. Pursuant UDC §8.5.1. C., priority is determined according to the date the reimbursement agreement is approved by the City Council. b. Payments will not be paid when funds are not available in the Water Arterial Transmission and Grid Main Trust Fund. Payments may be made when monies are available in and appropriated from the Water Arterial Transmission and Grid Main Trust Fund and the Developer/Owner has priority in accordance with UDC §8.5.1. C. c. If the developer is owed funds from the Water Arterial Transmission and Grid Main Trust Fund, the developer will be given credit for lot or acreage fees that are due on subsequent final plats filed with the County Clerk in accordance with UDC §8.5.1. C. The amounts credited will be deducted from the outstanding amounts owed to the developer by the Water Arterial Transmission and Grid Main Trust Fund until the total amount owed has been paid, provided that the lands being platted are within or contiguous to the boundaries of the preliminary plat of the originally developed property, the land will be served by the water line for which the credit was given, and an extension of the line was not required to serve the land. 5. DEVELOPER/OWNER TO COMPLETE IMPROVEMENTS Developer/Owner shall award a contract and complete the Water Improvements, under the approved plans and specifications within 24 months from the date of City Council approval of this agreement. 6. NOTICES a. Any notice or other communication required or permitted to be given under this Agreement must be given to the other Party in writing at the following address: Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 4 of 13 1. If to the Developer/Owner: LSK Development, LLC P.O. Box 8155 Corpus Christi, Texas 78468 2. If to the City: City of Corpus Christi Attn: Director, Development Services Department 2406 Leopard Street 78401 P. O. Box 9277 Corpus Christi, Texas 78469-9277 with a copy to: City of Corpus Christi Attn: Assistant City Manager, Business Support Services 1201 Leopard Street 78401 P. O. Box 9277 Corpus Christi, Texas 78469-9277 b. Notice may be made by United States Postal Service, First Class Mail, Certified, Return Receipt Requested, postage prepaid; by a commercial delivery service that provides proof of delivery, delivery prepaid; or by personal delivery. c. Either party may change the address for notices by giving notice of the change under the provisions of this section. 7. REQUIRED CONSTRUCTION Developer/Owner shall construct the Water Improvements in compliance with the City's UDC, the City's Infrastructure Design Manual, and all local, state and federal laws, codes and regulations, in accordance with the plans and specifications submitted to the City's Development Services Department and reviewed and approved by the City's Development Services Engineer. 8. SITE IMPROVEMENTS Prior to the start of construction of the Water Improvements, Developer/Owner shall acquire and dedicate to the City the required additional utility easements "Easements", if necessary for the completion of the Water Improvements. If any of the property needed for the Easements is owned by a third party and Developer/Owner is unable to acquire the Easements through reasonable efforts, then the City may use its powers of eminent domain to acquire the Easements. Developer will be responsible for cost of acquisition, payable from the reimbursement agreed to in this agreement. 9. PLATTING FEES Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 5 of 13 Developer/Owner shall pay to the City the required acreage fees and pro-rata fees as required by the UDC. 10. TIME IS OF THE ESSENCE. Time is of the essence in the performance of this contract. 11. PROMPT AND GOOD FAITH ACTIONS The parties shall act promptly and in good faith in performing their duties or obligations under this Agreement. If this Agreement calls for review or inspections by the City, then the City's reviews or inspections must be completed thoroughly and promptly. 12. DEFAULT The following events shall constitute default: a. Developer/Owner fails to engage a professional engineer for the preparation of plans and specifications by the 10th calendar day after the date of approval of this Agreement by the City Council. b. Developer/Owner's professional engineer fails to submit the plans and specifications to the City's Director of Engineering Services by the 40th calendar day after the date of approval by City Council. c. Developer/Owner fails to award a contract for the construction of the project, according to the approved plans and specifications, by the 70th calendar day after the date of approval by City Council. d. Developer/Owner's contractor does not reasonably pursue construction of the Water Improvements under the approved plans and specifications. e. Developer/Owner's contractor fails to complete construction of the Water Improvements, under the approved plans and specifications as provided in section 4 of this agreement. f. Either the City or Developer/Owner otherwise fails to comply with its duties or obligations under this Agreement. 13. NOTICE AND CURE a. In the event of a default by either party under this Agreement, the non-defaulting party shall deliver notice of the default, in writing, to the defaulting party stating, in detail the nature of the default and the requirements to cure such default. b. After delivery of the default notice, the defaulting party has 15 business days from the delivery of the default notice ("Cure Period") to cure the default. c. In the event the default is not cured by the defaulting party within the Cure Period, then the non-defaulting party may pursue its remedies in this section. d. Should Developer/Owner fail to perform any obligation or duty of this Agreement, the City shall give notice to Developer/Owner, at the address stated in section 6, of the need to perform the obligation or duty, and should Developer/Owner fail to Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 6 of 13 perform the required obligation or duty within 15 days of receipt of the notice, the City may perform the obligation or duty, charging the cost of such performance to Developer/Owner by reducing the reimbursement amount due Developer/Owner. e. In the event of an uncured default by the Developer/Owner, after the appropriate notice and cure period, the City has all its common law remedies and the City may: 1. Terminate this Agreement after the required notice and opportunity to cure the default; 2. Refuse to record a related plat or issue any certificate of occupancy for any structure to be served by the project; and/or 3. Perform any obligation or duty of the Developer/Owner under this agreement and charge the cost of such performance to Developer/Owner. Developer/Owner shall pay to City the reasonable and necessary cost of the performance within 30 days from the date Developer/Owner receives notice of the cost of performance. In the event that Developer/Owner pays the City under the preceding sentence, and is not otherwise in default under this Agreement, then the Agreement shall be considered in effect and no longer in default. f. In the event of an uncured default by the City after the appropriate notice and cure period, the Developer/Owner has all its remedies at law or equity for such default. 14. FORCE MAJEURE a. The term "force majeure" as employed in this Agreement means and refers to acts of God; strikes, lockouts, or other industrial disturbances; acts of public enemies; insurrections; riots; epidemic; landslides; lightning; earthquakes; fires; hurricanes; storms; floods; washouts; droughts; arrests; civil disturbances; explosions; or other causes not reasonably within the control of the party claiming the inability. b. If, by reason of force majeure, either party is rendered wholly or partially unable to carry out its obligations under this Agreement, then the party claiming force majeure shall give written notice of the full particulars of the force majeure to the other party within ten (10) business days after the occurrence or waive the right to claim it as a justifiable reason for delay. The obligations of the party giving the required notice, to the extent affected by the force majeure, are suspended during the continuance of the inability claimed, but for no longer period, and the party shall endeavor to remove or overcome such inability with all reasonable dispatch. 15. THIRD-PARTY BENEFICIARY Developer/Owner's contracts with the professional engineer for the preparation of the plans and specifications for the construction of the Water Improvements contracts for testing services, and with the contractor for the construction of the Water Improvements must provide that the City is a third-party beneficiary of each contract. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 7 of 13 16. PERFORMANCE AND PAYMENT BONDS Developer/Owner shall, before beginning the work that is the subject of this Agreement, furnish a performance bond payable to the City of Corpus Christi if the contract is in excess of $100,000 and a payment bond if the contract is in excess of $50,000. Bonds furnished must meet the requirements of Texas Insurance Code 3503, Texas Government Code 2253, and all other applicable laws and regulations. The performance or payment bond must name the City as an obligee. If the Developer/Owner is not an obligor, then Developer/Owner shall be named as a joint obligee. The bond must clearly and prominently display on the bond or on an attachment to the bond: (1) the name, mailing address, physical address, and telephone number, including the area code, of the surety company to which any notice of claim should be sent; or (2) the toll-free telephone number maintained by the Texas Department of Insurance under Subchapter B, Chapter 521, Insurance Code, and a statement that the address of the surety company to which any notice of claim should be sent may be obtained from the Texas Department of Insurance by calling the toll-free telephone number. 17. DEDICATION OF WATER IMPROVEMENTS. Upon completion of the construction, dedication of Water Improvements will be subject to City inspection and approval 18. WARRANTY Developer/Owner shall fully warranty the workmanship of and function of the Water Improvements and the construction thereof fora period of one year from and after the date of acceptance of the facilities by the City's Director of Engineering Services. 19. INDEMNIFICATION Developer/Owner covenants to fully indemnify, save and hold harmless the City of Corpus Christi, its officers, employees, and agents, ("indemnitees") against any and all liability, damage, loss, claims, demands suits and causes of action of any nature whatsoever asserted against or recovered from city on account of injury or damage to person including, without limitation on the foregoing, workers compensation and death claims, or property loss or damage of any other kind whatsoever, to the extent any injury, damage, or loss may be incident to, arise out of, be caused by, or be in any way connected with, either proximately or remotely, wholly or in part, the Developer/Owner's failure to comply with its obligations under this agreement or to provide city water service to the development, including injury, loss, or Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 8 of 13 damage which arise out of or are in any manner connected with, or are claimed to arise out of or be in any manner connected with the construction, installation, existence, operation, use, maintenance, repair, restoration, or removal of the public improvements associated with the development described above, including the injury, loss or damage caused by the sole or contributory negligence of the indemnitees or any of them, regardless of whether the injury, damage, loss, violation, exercise of rights, act, or omission is caused or is claimed to be caused by the contributing or concurrent negligence of indemnitees, or any of them, but not if caused by the sole negligence of indemnitees, or any of them, unmixed with the fault of any other person or entity, and including all expenses of litigation, court costs, and attorneys fees, which arise, or are claimed to arise, out of or in connection with the asserted or recovered incident. This indemnity specifically includes all claims, damages, and liabilities of whatever nature, foreseen or unforeseen, under any hazardous substance laws, including but not limited to the following: (a) all fees incurred in defending any action or proceeding brought by a public or private entity and arising from the presence, containment, use, manufacture, handling, creating, storage, treatment, discharge, release or burial on the property or the transportation to or from the property of any hazardous substance. The fees for which the developer/owner shall be responsible under this subparagraph shall include but shall not be limited to the fees charged by (i) attorneys, (ii) environmental consultants, (iii) engineers, (iv) surveyors, and (v) expert witnesses. (b) any costs incurred attributable to (i) the breach of any warranty or representation made by Developer/Owner in this agreement, or (ii) any cleanup, detoxification, remediation, or other type of response action taken with respect to any hazardous substance on or under the property regardless of whether or not that action was mandated by the federal, state or local government. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 9 of 13 This indemnity shall survive the expiration or earlier termination of the agreement. 20. ASSIGNMENT OF AGREEMENT This Agreement or any rights under this Agreement may not be assigned by the Developer/Owner to another without the written approval and consent of the City's City Manager. 21. DISCLOSURE OF INTERESTS Developer/Owner agrees, in compliance with the Corpus Christi Code of Ordinance Sec. 2-349, to complete, as part of this Agreement, the Disclosure of Interests form attached hereto as Exhibit 5. 22. CERTIFICATE OF INTERESTED PARTIES. Developer/Owner agrees to comply with Texas Government Code section 2252.908 and complete Form 1295 Certificate of Interested Parties as part of this agreement. Form 1295 requires disclosure of"interested parties" with respect to entities that enter contracts with cities. These interested parties include: (1) persons with a "controlling interest" in the entity, which includes: a. an ownership interest or participating interest in a business entity by virtue of units, percentage, shares, stock or otherwise that exceeds 10 percent; b. membership on the board of directors or other governing body of a business entity of which the board or other governing body is composed of not more than 10 members; or c. service as an officer of a business entity that has four or fewer officers, or service as one of the four officers most highly compensated by a business entity that has more than four officers. (2) a person who actively participates in facilitating a contract or negotiating the terms of a contract with a governmental entity or state agency, including a broker, intermediary, adviser or attorney for the business entity. Form 1295 must be electronically filed with the Texas Ethics Commission at https://www.ethics.state.tx.us/whatsnew/elf info form1295.htm. The form must then be printed, signed, notarized and filed with the City. For more information, please review the Texas Ethics Commission Rules at https://www.ethics.state.tx.us/legal/ch46.html. 23. CONFLICT OF INTEREST. Developer/Owner agrees to comply with Chapter 176 of the Texas Local Government Code and file Form CIQ with the City Secretary's Office, if required. For more information and to determine if you need to file a Form CIQ, please review the information on the City Secretary's website at http://www.cctexas.com/government/city- secretary/conflict-disclosure/index 24. AUTHORITY. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 10 of 13 All signatories signing this Agreement warrant and guarantee that they have the authority to act on behalf of the entity represented and make this Agreement binding and enforceable by their signature. 25. EFFECTIVE DATE This Agreement shall be executed in one original, which shall be considered one instrument. *This Agreement becomes effective and is binding upon, and inures to the benefit of the City and Developer/Owner from and after the date that all original copies have been executed by all signatories. Remainder of page intentionally left blank; signature page to follow. Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 11 of 13 EXECUTED IN ONE ORIGINAL this 16t day of FrAY\A , 20 a 1 ATTEST: CITJiLl, 11 ' ORPUS CHRIST Rebecca Huerta J. R. mond III, AIA, CBO City Secretaryl� Dire• or of Development Services AUTHOKILL. Y roURCia......i a 3 APPROVED AS YeitittAL FORM: .zi kc.6. Buck Brice (Date) Deputy City Attorney For City Attorney Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 12 of 13 DEVELOPER/OWNER: LSK Development, LLC P.O. Box 8155 Corpus Christi, Texas 78468 (' By: (A)---7 Ata O. Azali Governing Person STATE OF TEXAS § COUNTY OF This instrument was acknowledged before me on a VIIJI Ci-'}Q. ili �I , 20�-� by Ata O. Azali, Governing Person of LSK Development, LLC, a Limited Lia y Company, on behalf of said Company. r))117)Notary lic's ignature wY°u• CORTNEY GONZALEZ ��`; Notary ID#130877318 ,,ATdil.�}4, My Commission Expires 1'1'00' December 14, 2024 Standard Form Water Arterial Transmission and Grid Main Trust Fund Reimbursement Agreement Approved to legal form BB 9.8.22 Page 13 of 13 Exhibit 1 STATE OF TEXAS 0 COUNTY OF NUECES B STATE OF TAGS 9 COUNTY OF NUECES B WE.DORSAL DEVELOPMENT.LLC.HEREBY CERTIFY THAT WE ARE THE OWNERS OF THE LAND EMBRACED WITHIN THE BOUNDARIES OF THE FOREGOING PUT,SUBJECT TO A LIEN IN FAVOR OF T\�'\(\ WE, (NAME),HEREBY CERTIFY THAT WE ARE THE HOLDERS OF A LIEN THAT WE HAVE HAD SAID LAND SURVEYED AND SUBDMDED ON THE LAND EMBRACED WITHIN THE BOUNDARIES OF THE FOREGOING MAPS AND THAT WE APPROVE AS SHOWN,THAT EASEMENTS AND STREETS AS SHOWN HAVE BEEN HERETOFORE DEDICATED,OR IF THE SUBDIVISION AND DEDICATION FOR THE PURPOSES AND CONSIDERATIONS THEREIN EXPRESSED.ND NOT PREVIOUSLY DEDICATED.ARE HEREBY DEDICATED TO THE PUBUC USE FOREVER.A THAT THIS PUT WAS MADE THE PURPOSE OF DESCRIPTION AND DEDICATION. THIS THE_DAY OF 20_, <_ BY: ATA 0.AZALI,PRESIDENT TITLE: STATE OF TEXAS / COUNTY OF NUECES 9 THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY OF THIS THE_DAY OF 20_, STATE OF TEXAS B COUNTY DE NUECES 6 NOTARY PUBLIC, IN AND FOR THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY AMA 0.AZALI,PRESIDENT OF DORSAL THE STATE TEXAS DEVELOPMENT,LLC. THIS THE_DAY OF 20— NOTARY PUBLIC, IN AND FIR I SAMBA DRIVE TIE STATE OF TEXAS iSTATE OF TEXAS 4 M U 0 COUNTY OF NUECES i{ THE FINAL PUT OF THE HEREIN DESCRIBED PROPERTY WAS APPROVED BY THE DEPARTMENT OF DEVELOPMENT SERVICES OF THE CITY OF CORPUS CHRISTI,TEXAS LENS OR.— J STATE OF TEXAS B I,COUNTY OF NUWELSH, $ MI ,` BRM WHrtMIRE�PE I,NIXON M.WELSH,REGISTERED PROFESSIONAL LAND SURVEYOR OF BASS&WELSH ENGINEERING. V DEVELOPMENT SERVICES ENGINEER HEREBY CERTIFY THAT THE FOREGOING PUT WAS PREPARED FROM A SURVEY MADE ON THE GROUND UNDER MY DIRECTION,IS TRUE MID CORRECT AND OUT WE HAVE BEEN ENGAGED TO SET ALL LOT CORNERS UPON COMPLETION OF SUBDMSION CONSTRUCTION IMPROVEMENTS .354 AC WITHOUT DELAY. DATETRACT THIS THE DAY OF 20_, MAEARENA DR, L STATE OF TEXAS NIXON M. WELSH. R.P.L.S. CORONATION DR. PG COUNTY OF NUECES B �°),,V THE PAl°SITES" T FINAL PLAT OF THE HEREIN DESCRIBED PROPERTY WAS APPROVED ON BEHALF OF LEGACY POINT ,`�.'.`�(" THE CITY OF CORPUS CHRISTI,TEXAS BY THE PLANNING COMMISSION. THIS THE DAY OF 20_, KAMRAN 10- A," HMWMAN NI SEC RETARYD,III.AG G NOTES: SQ 1.THE BASIS OF BEARINGS IS THE STATE OF TEXAS LAMBERT GRID,SOUTH ZONE,MAD Q 1983. 2.THE SUBJECT SITE IS A PORTION OF A FORMER U.S.NAVAL AIRFIELD.RUNWAYS LADE OF L❑C A T I❑N M A P CONCRETE OR ASPHALT,STORM SEWER PIPES AND INLETS,BUILDINGS AND OTHER APPURTENANCES MAY HAVE EXISTED OR STILL EXIST AT THE SUBJECT SITE. I' = 600' 3.ALL OF THE SUBJECT SITE LIES IN FEUA ZONE'('OTHER AREAS.UNLESS SHOWN OTHERWISE.PURSUANT TO FEMA MAP.A8355CD520G,STAMPED'REVISED PRELIMINARY AND DATED MAY 30,2018. 4.THE RECENING WATER FOR THE STORM WATER RUNOFF FROM THIS PROPERTY IS THE STATE Of TEXAS 1 050 CREEK.THE ICED HAS NOT CLASSIFIED THE AQUATIC LIFE USE FOR THE O50 CREEK. BUT IT IS RECOGNIZED AS AN ENVIROMEMALLY SENSEIVE AREA.THE 050 CREEK FLOWS COUNTY OF NUECES 6 DIRECTLY INTO THE OSO BAY.THE TCEQ WS CLASSBYED THE AQUATIC LIFE USE FOR THE OSO BAY AS'EXCEPTIOIML'AND'OYSTER WATERS'AND CATEGORIZED THE RECEIVING WATER I,KARA SANDS,CLERK OF THE COUNTY COURT IN MID FOR SAD COUNTY,DO HEREBY CERTIFY THAT AS'CONTACT RECREATION'USE. 5.SET 5/8'IRON RODS AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE ALL SET IRON Plat approved by Planning L'ummissiun on THE FOREGOING INSTRUMENT DATED THE DAY OF 20_WITH ITS RODS CONTAIN A CAP LABELED BASS AND WELSH ENGINEERING. October 5 21122 CERTIFICATE OF AUTHENTICATION,WAS FILED FOR RECORD IN MY OFFICE THE DAY OF B.PRIVATE DRIVEWAY ACCESS FROM LOT 30.BLOCK 2 TO CIMARRON BOULEVARD IS PROHIBITED. 20_AT O'CLOCK M.,MID DULY RECORDED THE 7.IF LOT 1.BLOCK I IS DEVELOPED WITH RESIDENTIAL USES.THE PUBUC OPEN SPACE DAY OF 20_AT—O'CLOCK M.IN THE MAP RECORDS REQUIREMENT FEE WILL BE REQUIRED DURING THE PERMITTING PHASE OF THE DEVELOPMENT. T. THE SUBJECT SITE CONTAINS 12.393 ACRES PLUS 7.354 ACRES INCLUDING STREETS.IN PLAT OF OF SAID COUNTY IN VOLUME_.PAGE—INSTRUMENT NUMBER TOTAL 1D.]4]ACRES. WITNESS MY HAND AND SEAL OF THE COUNTY COURT IN AND FOR SAID COUNTY AT OFFICE IN 9. DRIVEWAYS TO OSO PARKWAY FOR LOTS IN BLOCK 2 SHALL BE AT LOCATIONS AS QUEEN'S CROSSING UNIT 2 CORPUS CHRISTI,NUECES COUNTY,TEXAS,THE DAY AND YEAR LAST WRITTEN. SHOWN IN PUT. TWO TRACTS OF LAND,A 12.393 ACRE TRACT,MORE OR LESS.A PORTION OF LOTS 17, 10.LEGAL DESCRIPTION-TWO TRACTS OF LAND,A 12.393 ACRE TRACT,MORE OR LESS.A 18.25&26.SECTION 22.FLOUR BLUFF MID ENCINAL FARM AND GARDEN TRACTS,A PORTION OF LOTS 17,18.25&26,SECTION 22.FLOUR BLUFF AND ENCINAL FARM MID MAP OF WHICH IS RECORDED IN V.'A'.PAGES 41 -43,MAP RECORDS.NUECES BY: GARDEN TRACTS,A MAP OF WHICH IS RECORDED IN V.'A'.PAGES 41 -43.MAP COUNTY,TEXAS,AND A 7.354 ACRE TRACT.MORE OR LESS,A PORTION OF LOTS 18,19, RECORDS.NUECES COUNTY.TEXAS.AND A 7.354 ACRE TRACT,MORE OR LESS,A PORTION AND 25,SAID SECTION 22,IN TOTAL 19.747 ACRES OF LAND.MORE OR LESS DEPUTY KARA SANDS.CLERK LE LOTS.CORPUS TB.1C AND 25.NUECESSECTION 22.IN TOTAL TBJQ ACRES OF LAND.MORE OR CORPUS CHRISTI, NUECES COUNTY, TEXAS LESS, .MID, SAID SECTION COUNTY COURT 11.SHARED DRIVEWAY PROVISIONS FOR ALL SINGLE-FAMILY RESIDENTIAL LOT FRONTAGE NUECES COUNTY.TEXAS ALONG O50 PARKWAY HEREIN REPRESENTED ON THIS PLAT SHALL BE EMPLOYED UNLESS DATE PLOTTED 09/22/22 THE ABUTTING ROADWAY SEGMENT HAS BEEN ELIMINATED FROM A GOVERNING COY BASS & WELSH ENGINEERING Cliff,IOU PLAT-SHI.DVG TRANSPORTATION PLAN. 3054 S. ALAMEDA STREET SCALE.AS SIUVN CORPUS CHRISTI, TEXAS 78404 PT SHLOEET 1 S -6aCA�O LE T• 5d R. V. 611. P. 288, D.R. QUEEN'S CROSSING UNIT 1 \ �\ /QUEEN'S CROSSING UNIT 1 / V. 64, P. 135-137, M.R. O 9\ \ \ V. 64, P. 135-137, M.R. / 5 6 7 8 9 10 II I I 12 13 14 15 16 17 18 19 1. 'S II\-�/ y .d IruEO Id WI [CD \ �'\ P{ ✓ 1'18'4 E 969. 47' Ja gL FD ve 1.R. O♦♦ \ e RAF' \ _ zs'uE i O ♦ \ o O 2d Kr 4 -B5:2B W •7Q -_7 ---7G 00_2,a oars 7,37'-_-]IDOL Z4D� 2o9.9r yE - 'W jf,�'S� //l 7.s'QL F. jf <�. 56 / z .0 1 2.b - Id YR/UE I- �•0. \ a s`•F. 7999 SF _ 08 27 O I F.$ 1372aB Sr j//\y O 0. $� 0/j// zF. t 73se Srn2s SF 7670 SF w 26 - m a =$ 70�0 BF 8169 SF 23 22 0 21 =; / , �> © - _ �o 770o SrSF W 811D SF 8140 SF 8000 Sr F,- ,.py/i \\�}p•69 / / p u. P0_YR N c ♦ Y- It bI / ' U 17.06 c 1. 2d YR _-_7 {_- --�\ 3.98' 7.. 7' _ I / /et/ P.'aR'0'4 U C'L 1p )S 30' 15'UE )0.28' __.} _ •SUE 3 /' 6p.'�'� T� N°118,09'•V Ni�O4IPVV682681 N36.10'ID'Y 203.BS' 1 31.9,' 70.00' I1� I 70.00' I I ),.27� /-�]%.00' IS'IX 7,.00' \ �. O 0.'// / C\e'Q' JI I` N61'18'43'V 398.19' \ co �L' ry --i- •1 340.100'R // / `TYP. FOR SHARED ♦�A\ I bq•\t\4. r '.81• -�'�d IO' 2p3,�_ / DV'S ON 0SQ PRvr. 7. �p\S 310'arR _ _ _ N61•IB'13•V 19' - _ / - - 10 V" ° ❑S❑ PARKWAY -r�- 1 Q1 li 1 S56•Id ICPE 20x •es. O �, --16�/i \f =_ mu, , S61•IB'13•E 398.19' Ty UE 7 4 ,t / I I 50' 0E, V. 641, P. 288, O.R. 20' YR / / J I /!Id \ 01 • G.m II( / / 4wNIiII\\ if1 _6- \ 0.' a I / `I // / p♦z2,4 mIII I ,/ � � / \ / sv u N II I , Nr Ip,"� I ,�� \I / I, 1 I 1 °° II I ��� / II O 1r // I. 1.1 , , \\ �/ I 1.. / \5 I 1` --A- I I LOT I r \1r' I /\ l• �N / I CURVE DATA N r / I i / I /e\ I / / LOT 26I LOT 25 z I 1\\ / I I \ 1 / 1 , / I 0 ,o u R \ I \/ I \ 1 I r PRE DEVELOPMENT GROUND / / SECT 22, FB I.EF L GT I a I \Y I ) / 1 CONTOUR LIME(TYP.) 1•,1'17']d I+OS'OB'31' 1.91'00'36' 1.3,'Id 31' I.113'/6'56' / /� / R=15.07 R•300.00' R•15.00' R=490.00' R•45.00' Q ' / ��� v 7•3.65' 7=13.47' T•15.27' T•130.63' T•71.71' \ I \ / I / �� L•I0.RI' L•26.93' L•23 83' 1=292.27' L•90.91' Jw CB•SB]•57.15'E CH=26. ,4.27'V CB•N74.12'28'E CB•S78'23'59'E CB•!N7'%'13'E I I (/ \\ 1 / / ' / !L0 CH•10.58' CH=26.92' CH•21.40' CH•287,96' CH•76.23' I I I f1 I / \ .03'31'IB \ \ \ / / Ip 1.01.02'II' I.01.07'W' I-16'55.06' 1.38.3)'21• \pl / � \ �\ 0 R•1190.00' R=38Q Od R•300.Orr R=1110.0d R•35.00' I \ \ \_/\ 7 / \\ \ \ / ,\• T•36.%' T•I3.39' T+10.78' T=165.OB' T•12.26' \\ \ / \ \\ \ A L•73.15' L•26.77' L•21.56'CIKS L-327.76' L•23.59' \/\ / CB.S86'16'23'V \ /\ ( `ycl \ S/ S CX=]3.13' CB•N58'11'16'V L•21. •13'♦2'E CB•S]9'3♦'31'V CB.N09'23'27'E \ CX•26.76' CH+21.%' CH=326.57' CH-23.15' / \ \O _J I )/ 4 d'^ 1.24•27 31' I.Y 51.31' I.05.0°'33' 1.60.22'30' I \` \ / �� l� Q R.BBO/ar R•]500' R•3B0.Od T�360.Od I \-�\�` \\ �/ G\ L•17,.19' L.23.28' L.31.]]' C11•87 35' LB•N83'1B'59'Y CB•NIS'♦3'06'V CB•SSB'11'2)'E CB+N)B'♦1'/)'V \ O / !\',\, CH=172.BB' CH•362.W' I 27 ^ I. \ 1e 19.°1' \ \ \\ I bq•\S,\\� 1I+I i \ EH \ \\\ g\ \\ \\\ (/ aP 0 30' 60' 120' 1 1 \ \ \\ \\ \\ k/ SCALES 1'= 60' \` 7' \ \ \\ \ \ / \ 7 I Ili \ \\ \\,"- ' PLAT OF �< _�� __;_,�, QUEEN'S CROSSING UNIT 2 I I 183 Br aCORPUS CHRISTI, NUECES COUNTY, TEXAS FD 5/Er I.R.-r1 1 - -DATE PLOTTED 09/22/22 \ BASS & WELSH ENGINEERING COIF.NO..PLAT-SH2 AS PLAT AB NM 05069 \ 3054 S. ALAMEDA STREET SC�LESCALE •6d CORPUS CHRISTI, TEXAS 78404 SHEET 21r 3 I UTILITY EASENLNI IT SEPARATE KING'S GARDEN UNIT 3, BLK I y 8T. .P.R.IC 4, V 64, P. 283—285, N.R. O I I 111 l6 I 7.219 AG PORTION Lon NI a 4 y 9.sECTIw NB:, 11 L Er a RT. \ , B I�A6rl �I n 30 Y. P.NI-NS.M e i,A W� IIDSTAONSI INVESTNENT TRUST J I_ J-'-i_ L —1'1 15'UE 13'UE S61°18'43'E 811. 10' IV0E ———1 r—— —>.-sr11g--———— —,.T-ut--I rj i.5 -7-5•-or 7 r —Y.-S'u I 11 7.5•uE� I 6 I TEMPORARY PAVED I I T 5 I 25 r �I 1 O r4. I 9531 SrI n 10226 Sr I SH TLRN9]AROUN� I LOTO1 I AC 4I. % I k 1OA13 sr ,� 16 11%Sr y 24 O 26 I I _ I I1323I sr phi ��IN 2 .-. �� 12335 Sr 20'YR 1e966 SF I I r^ In 5+ — — I 7-5 uG- I I I o^ N2' DE, V, 2035, P. 655, D.R. r N / ® 7��i O • 7.5', ml 1:, I ~ I I I 1 N (1BtA1 NAGE DITCH) I I ^ 3 W 65923SE I 1 30 I 6376 sr 17 I J 1��- I I O 4D�I iJ... ^.. \1 I I I 23 \1 -'°' �/(1 7025 sr I o C�\� I�1 \ C I /NI I 685N Sr \ / / \ a10 8396 St \i 45 45 O H E r �Q/� \O O I I 0 Z 0 I O I 31111E 9' WIDE X 6' DEEP ao 12 ( IB 1 YCJ� 0 / I I Z 6737 Sr I 25 2y 7630 Si' I ' I \ ' R/C BOX CULVERT 5 Iff AS 22 �_ / 1R I _5 _g 6, J �I I 7311 Sr I 4— BOd2 Sf i� I� �I I - I i I / { - -T rL ULTIMATE DI 5 in I _ ® I n BNOO1 SF �I IA WI lb ]S19 1]Sr }NI In NX I 0 O �. /'\\\ ' c_ / at t,..k 1 6 I z0 \ a_'%--- I 1D 1 7B6e sr \ V / 1 \ 6994 Sr1.1 l _ \ \ 6812 Sr \ es}\ 0 ' a La \ 8 N_1 \ ,T Y'4.-- /�%%' /�.2� GT.,,,ci 7 °'R' V� - / tD,4 zDvz, / 69't1, iR� © �'/ / Gt6Lis �„, 4 .. ' P �' p50 0 AR'i /// 0 30' 60' 120' AK'' SCALE, 1'= 60' PLAT OF QUEEN'S CROSSING UNIT 2 CORPUS CHRISTI, NUECES COUNTY, TEXAS BASS & WELSH ENGINEERING SATE PLOTTED 09/22/22 JBv.Nun PLAT—sH3 3054 S. ALAMEDA STREET SCALE.AS S6HOWN CORPUS CHRIST I, TEXAS 78404 UET 3Aa i •6C Exhibit 2 alp us c 00 i phw: i Y� Reimbursement Agreement . Application Date of Application: 11/14/23 Approved Plat Name: Queens Crossing Reimbursable Public Improvements: Approved Public Improvement Plans: Y [ ] N [ ] Cost Estimate for Public Improvements: Ownership and authorized signatories to enter into the agreement: Contact Information Name: Mona Serna E-mail address: office@ataliving.com Phone Number: 361-994-2850 Preferred Method of Contact: Email [X] Phone [ ] Other[ ] If other, provide detail: Company Name entering into the agreement: LSK Development LLC Company Address: P.O. Box 8155 Corpus Christi, TX 78468 ft Applicant's Signature & Title Submit Application Electronically to: contractsand acireements(7a.cctexas.co m Mail to: Development Services Mn:Business Manager 2406 Leopard St.Suite 100 Corpus Christi,Texas 78408 Exhibit 3 Plans and Specifications pu-R-_,Iic limpAcDvaid ihri--s - -0 icau mills cHosemNia ulilli L- _I 2 \ LOC Iti.._ * 9 .3TRA4CTAC \ ,Ell.c. coNpus cHms--1-] NuEc s couN--y -u- xi-_\s 9 _I 'I ,,P, ••s I TES' nun ran - LEGEND ,..;.-- I nme nos snn MCA Or C.1110 INNaCcOuR0 tall..1 Pc Kr. Poor Dr wow.Dow Or OTANK) ToRia.cao. 0.71.17... oso ocoeor 11.1.SarACE.11•17. 0 00. = •-,,....--0,---- -,-", ... •n r oc am 00 PIMA noon... ns a,...r..stran v.u.,,,FININT.caw... • 022022 cow.or 0.No..ILR To.Dr snarns on et 01.. ' LOCATION MAP co..atm ox.CIT to ....r. Ea' niFretA• co R/C carcora NA. OCA All0F0R,ED cos... DC ......“A.,ADIT Ka RVII-EC-111AY LA: LINE NOTES. SHEET INDEX N.01g .40110 A811040E[01.C•CrE,WEW111 Al I ANOPoSED 10A W CURS ANO UT..LINTS Ant MOM.TN SOSO CON7INUCVS L.S EXCL.IT.T RATER SPIES SHEET 1 COVER SHEET AND MISCELLANEOUS INFORMATION Mn`; =my cu.... ARE INDICATED wrtn DOTTED LTNES.MST.UNES ARE MCI.. SHEET 2 PAVING,GRADING AND DRAINAGE PLAN.STREET ."`'' `P..".......' ssr ut= ALL PRONOSED UTLPT LINES ARE T.. ...PROPOSED- AND STORM SEWER PROFILES glrol =rura ra`.=ii''''''''''''''''" aro nano nano notkpoo ttaugo4Tor.T ty.o 100•N Itc, . EiF,i Eilir,i:filiz,7•`-- 4.- ,.„,,,„„,,,,,,,,,, - ,..,,,,,,,L,„_..,,,, SHEET 3 PAVING,GRADING AND DRAINAGE PLAN.STREET AND STORM SEWER PROFILES ns Dann snra stayer on a man,r.0n en, ' now un n RA.0.1. we. nut ins Ion a cu. Da. NATTR sta.L. Ps ....No.pa.. SHEET 4 SANITARY SEWER AND WATER PLAN AND PROFILE on,' cot ports Too 7.1.Loas To roN OF.yr . :TX.Groom or OPPPM WPC. 016•115 FRE TrarsoNS or nun ssarson SHEET 5 SANITARY SEWER AND WATER PLAN AND PROFILE .,. ...... 077i. vocuum 11.5105 01••51.•Att•10AMOLLS MO 0110... M. ...."...... . ..... SHEET 6 STREET LIGHTING AND SIGNAGE PLAN,STORM WATER POLUTION PREVENTION PLAN.BASE MAPS AND ESTIMATE SUMMARY Ert7eLt nnr.lo.A,IR L. 07. .71.1.urn,HES SHEET 7 STREET LIGHTING AND SIGNAGE PLAN,STORM ... ..". WATER POLUTION PREVENTION PLAN.BARRICADE NOTES woow ranarao cm.co.. AND DETAILS AND BASE MAPS osecco corpRas sm.. oss420 nars.C.S.RA.AND OaiRs CALL BEFORE YOU DIG! RELEASED FOR CONSTRUCTOR SHEET 8 STREET.WALK&DRAINAGE DETAILS,CITY STANDARD CURB. ,•,NOTES . .. PAL NG GRADMD AND 0.1N ES AGE NOT 0 -;-::',"7-•-_____----, • ..,..,,,,,,,,,,,,,,,,,,,c.,....,,,wrr,.....Ky.A.,p El,..It,....,u,...7........ Mle GUTTER AND SIDEWALK DETAILS.7...="TraTlarcrt Oft A.SUM*PE.C111.CPII SHEET 9 TXDOT SIGN MOUNTING DETAILS,SMALL ROADSIDE SIGNS V:V=rArt: RI I °wawa.*Imam Wifina, TRIANGULAR SUPBASE SYSTEM ART..sm..AAP.PIALA a Lt..ALAC1....0.0 Arrw ROA.Or AL.010E.,011. THE LOVE STAR Cyst Ourra MIMI ."224-2II,7":,..t2=,,42124`.`4,-.222722,42"- "`•7,tti,7,...-- 0000001000 COMPANY 1111.............0111.11.11. SHEET 10 CITY CROSSWALK PAVEMENT MARKINGS AND STREET NAME .11.11.............P. BLADE SIGN DETAILS ' EFEI4Fc.L'TF:AForaerc;%:ilr"rro";•7•PicTiF11•7'7;0•TTSIANCl/SToN4•1" TROW/C CONTROL AND STREET I IPPIT MD FE.liFEDO•i.:•;FE7•Errloa FTTYET77••:."101F;S.'l''''Fr F.'?.4 T. COTTP.O.swAL ART.•Takao roma Ago itizzorrc.,,ra„,,SUM,r I M TNT F•RITFAL".nrAiciAN7TicO=TrT't srF"Lco/,••'T•'"=r° II SHEET 11 TXDOT TYPICAL SIGN REQUIREMENTS.TSR(4)-13 GF NI RAI NOIIF "-4-- ,. •A PARIrgi A0REn-r,04/0R goisuRSEirr Mt 60.40 RIVASILD am/HE 00.21.0PER,100.11.114•14 mak To sTART or SHEET 12 TXDOT MULTIPLE BOX CULVERTS.CAST IN PLACE.8.-0 SPAN. 4. .....Swarn Ards.,cororRasa sTRA.vor cow Asi AT a wYs rat ALL cow ATO riCk."•WAAL its A row.'mgrs.smorT tr•;e•croT•A9.AT tratrAntka ols••'tfo ' 7RUFFk(Us•.TRILriSOOT417117.ta4Ftbi'C''''''=•••9r:';;5:;Z • •NOUTS7.71•1.0•:TX1FCCar=o7'rron7NVT•1•0'O.MA7rLT=TW=T•fat":7.7".=." "L'"" CV-13* FILL,MC-8-13, 1 OF 2 S.A.SP OR.7.0 loos.AL YIELD 011.01.IN AWORwort TAN Asa•ba. 3 sTREET low ITN SAIL Rr.NC Br THr OrvrEORCR 70 ar WIT O.IN 0..7. SHEET 13 TXDOT MULTIPLE BOX CULVERTS,CAST IN PLACE,8.-0"SPAN. 0-13 FILL. 1.4C-8-13.2 OF 2 a n gru.Dunn nes no son snot swan s anon.4•3 O.CORO..W ' = 00 =:1;',',.0, 1 1 0,7:,0111..:70,..10.17,'".`"I''''-"'""'"'"' ""0000"00 SHEET 14 TXDOT CONCRETE WINGWALLS WITH STRAIGHT WINGS FOR O. SKEW BOX CULVERTS,SW-0 76 kiM . 07.0 To A PI Rm.. 1' otr 0T,N1A0•TTO?0:T.YR..C1.O0R'IS.H4."1 ATMy'Y.'ALL.`''A.N'.'IN A.'.7T7.o"N`o"i0'6"11..''0.6"."M"N20".'TO"s".AN"Y"pRpAT"." 0 :A/Nc/cT.g ROIRK L A%l.r.aT STYOCSO,SrR.ICNITO%F.T„WfATO rAMMR.Z, TANUDN/O.R.O01C.K1SO.PP..R..0.0. (.1 . SHEET 15 TXDOT PEDESTRIAN RAIL - TYPE PR2 ' 2W 4' 1 '00 .0 100 0 ' i I rTYr V7..00I. SHEET 16 CITY STANDARD STORM WATER DETAILS 3 2.,2...I,2,72=2 4,,g2,IT=.12,2,...VV.,,,,=2.2:1141, ' '.."77":t.'7:47LiSC•'Clr''''•41':•1171"''T;TAs÷A ,7TTT:Ti::44•.:•7.4 i-, .'-77-'''`.'-'t':-`7-T SHEET 17 CITY STANDARD WASTE WATER DETAILS atom Nor acr...T•KR ran LONorao.roa a AortsTERst OE 5.N.AIL 101SA:tr rtZ0 rEt EaILLONI(0501000 ' RC...WE row AN.or.mar.AAA. SHEET 18 CITY WATER STANDARD DETAILS S. oy%MR MKS 4.•••:,VI.*...IC Pa N.ANO ortri.0.1.1 0.140...son • A Kra,TS ortarer0 TOR AM awar.AT Awn c A.or Om P.A......P.ow ron.Pritna.oR 00.tair. a.Car1.70R sc.:IT.L 004014...,..-C.L 0.•..A.006 scr.RENARD TO PT , spor.It IMMO••(DOMED 00 S.10 if K.MOM]RVT aniTO.0 AAP..W NE ALS.1.•T.,HM OE,WK..IF,A MHO SlArKI IP 5•67 SOCOAM SW.0••••Mr.OR 1.601:10 03000 =S2e0fr' n'ETOFeLVOLTEIX,0=4A1 5 0V1,00 PO0 CIY•4"4011 Orrlr:4•56',001*;"4 WrE1,---:-..--r.v. SHEET 19 CITY PEDESTRIAN CURB RAMP STANDARDS It so nuns In ma Fs.COAT,fo•s.n•ISTA.GHED yin re“fal.141<0 • PRCACCArm.Ca.t.W..van A.0.07.W.TAPS*.pat toNtaars As ror ' t711.`1,-Wr=4221 I7,171:,`,72:4;X"""''''""'"'"' 2:442 ,0 r,,,,la=7.3 00041 Or 1.0.00.7OR Or 00010400100 KM=.CO..SM.1.97 OC T...NI 21..A Mr TO SHEET 20 STORM WATER POLUTION PREVENTION PLAN ,.. PeraltglIC IMr.k.•1...MR tr....RIAS .rts•No s.LA MY T. 1...rsTATA SOO.W.S.LL Re P CA..rat sous Taro..1 ITArt•smActs " Aprt"F'crr=str•••••LP7/47•rrt•tt'"•:r•L"rerts'or•'''''•••••:':rt TIC r7••'•''''sy•*"'''••••*• w INC RCW..TAS Or CR AL.OWN.C...WIC.NT.00.0.0 7.7 Au...1011r7OR...•••er.••••••'SL • 9t'222 7:F"cor,',„,-m9 trttz,:,',==.1-r.",=. OAS KIALL USK WES 11004 A 0.1.4.OF A'01 WAR I no..S.A. FRAC. RI cot 10 DETERMOK?HI ...0066 OF CASKS KCAMED Er AE0 DEVELOPER, ''''lt o,,a. '''''""'"''''''one"'-.‘,.-„.r.,,E-:,..IT, P.O.LEX AZALI petAN(11 OLNEPI ON OW 12 supsswo OR,R(N.cot.or.4,..,OR coNsTRucT.A C.A.PONE OR.....CM.1.1.Pa OE...lor • .*''.• P BOX 8155 na.a wenn TO 7HE nnis wpai Aar fa.poro As PAY Err..SOY/saw sun...11 WV lir 0.17 A.OPCTICO IN CORPUS CHRISTI.TEXAS TM SR SAMTART SEWER NOTED • '•.""'""r7 ,. X' 2.? ,.741,2il, ,,,,,r4,141,1,4 .12.11.7.,M4:4,`FL2.221.'2',02 g.'"'2 *22,'L,E...24nI Ihif4iiiiK* 688-8000 worm AS W FutLy sildni.AM,THE COSY Of SUCH 1001. 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Tow wo NWATES THF S011 To Pr CA.T.LAN,1•115W,..013 MO sICION•0tm.0 10 5 At rpm sr Ms QUEEN'S CROSSING UNIT 2 CORPUS CHRISTI,NUECES CO..TX 4. .,=::foR.DEA..OR SPtC0i arsaupc Row.F..•TV we. fiK2inZI., 2. .7ZZ.:°,.=.!1,17-...%,t:„7": ' ' ' o".i..Ei:F,Zi e,'SF.i.17,7. `:21,7i.,ZE:,.' 1F:PFX"Rtp 73i 4ZiLiEFJ:',..lc:..c,°' COVER SHEET AND MISCELLANEOUS INFORMATION . ...,...101ARY$EVIrli SAYA KAY TtA.New Aro.orna .c.,11'.77-..-,T .,. ...711". . .......„.,war...,10 PE K to TRA/Ix PA.101A SO... J. WC NNOCS KR.Cor Or ropio OM T.,"MT Ton ort. N.,.//....o..,....a......../.........wa. '•ntitts'o•=o'.=.1.7.0'nlgt•}7.'XOTr'Llfs==•Rreqrr'A•'•••'""•''"L•"•''••••• corsa 71.ON a..on snot asn rn win son w ce.mono(vs scr.s Tor ann. 00 r• 1.4 ,TI.-....- 100 YEAR FI arm I FVFl S. F441 �� (J w.:eyiln.Ra \ ;�\ rI.,. A. r, ,w „lam,.- 14 IS ' a] "- s.'R,a - 1 d' ��` s_. >•`' Pia : ��`' I fit s_ sn s= \ s- I]a.n'.„ =x"- -- J �asm [Er fa eR,•;'-,,-' ,}Ir.,.Y ,wl,..o,.,.In.` I I'i-. - e, ...r„. 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Rn▪on.. it / -r����B©©©��1 c�r.SFPIMFNTATION SCRFFNINO FFNFF "@@ / /` L �,la D m.sr RATER.uu.lww. r[xrlsx rcT.ns MN 1 / s/ m.nd wil ,•, / E / \e 11 Y` .kty / \ RELEASED FOR CONSTRUCTION g x.e¢a/ \\ // UV M.n or \ SANITARY SEWER BASE HAP \\ 0OST \ \ _. ax. �nro.vc.CAM.CAM R D.As, �.\\ \ Development Sends.Engineer City„Comm COMM El `\ \\ sTREET SIGN NOM TIEEr NAME RAGES MATERIAL SHALL // tb I \ \� \..+'.,...■w N.A:.'AA. f `\ \\ TNE«'WAME OLA SMAn,sANau EmNNDTOf NTRUINDALUMI UG // Jb \\\ wEETGA„Wx,EKCEPrF TME`"""�"Ey"°"'°` / `' ESTIMATE SUMMARY • T[. . I Ia n \\ nwvo COATING.rl[DNTOF NAME BLADES). // 'C' \ \\ sW`o °,.MaVEMEN,rna.nxcs SHALL MEET m1,TEFASMANua1DF ti 1 N assel.,lwr,TRA.Iw.w0.l, rCN r w ET,w..,r WE VALVE "..aa[ , cc,•P0R, xf9 NINNON,D. yNow. I.II, MU V \ `\ \\ CONTROL DEw[RSIIMUTCO,AND mDOTSIANw,x°s. /y S^ gl; [ \ \\ aDPIa IcrEI AND CONTRACTOR sxuEFURNIsx AND lNsrau ALL /" _ \\ \\ lig on s PROVIDE STOP SIGNS ON// �,�. R Prm O•••(THHIC ,u. 6.Nr ,A ' nwA� ew sr \\ Aa\ \\\ coMmuxln DEVEEOPMExTs. // Cb.' 6` ' nsc.A,». roe •r.Fu r q ..,v SERVICE : , ,.[s Ylw n LE 0'NOIR.APRON .D sr �\ \\ LA \ s'' a G....,E.n.a E" ' 0121 ED GIen no E \ • \\ // ti ,[• , la IA nw..vN uv. ROxnn III TV.ITENS Pr [F CIII rr D A•41111. •' sunuxR .ae i 0 25' S0' 100' V V / sca.l w• \ \ / , \\ / S .c w..RcP ,cle >.. u le LA µ.w.PITH PO. A . .rw[,V.V.PAID TO a DC S.. V :•,c I ,Ee .F le Aves M u \ I \\ i s Rr"ins'''''''"'''''-'' I:•r� c � EA „so.NAm, ......:... \ I»<[I [. .•Pro.LE_ I I, I .•..R � E. ,.y,.A,.F"rr Tv,.[,N>,NnNw Tv,.wlx,y.d. CA _ ! — e wN.,N . .. .. EN :TIED • M CURD IDE ICR R/C II 4. 9 E .A,I. „ " [ T,MOM,.„,,,w N� ER : 6.T 6.11 WI. w w w „e LLs F `} PAI T *" P"[PAM P1 ' • *ES�[WiR>E?ox sw v BASS AND WELSH ENGINEERING rA.. w[N[r.N¢s wr I rw r w pgp,�Cl TX REGISTRATION NO.F-52,3054 S.ALAMEDA STREET 67 LINE STADIUM sw'w,x ' °P•PPc YRYQ TEN y1ln,• wl, PRIOR TO BIDDING OR T CORPUS CHRISTI.TEXAS 7E404 . 'MPG..xNAnE NEGOTIATINGTIAT A CONTRACT FD[ 'RA••T' ' 1. Rr N D EN/NYS. PUBLIC IMPROVEMENTS TO • RN. • . P".u."'P,I`mlw ' er ,S4 AM T O RAC 1950 . QUEEN'S CROSSING UNIT 2 0 EMIT SI. LA r III VOILICO PAWN TO RAC 1950 r CORPUS CHRISTI.NUECES CO.,TX i CART'""rE 6.14 AMMLR sr STREET LIGHTING AND SIGNAGE PLAN, c CI ` n .r STORM WATER POLUTION PREVENTION PLAN IIR rr .END vIR R .y A. .,lc I u BASE MAPS AND ESTIMATE SUMMARY CC..3 DRUBBING TS. rroE"nDv vu'"nlc"u us [A W.. PM..eneo CePo'/ID M.a or_D 0 AttitP 44.1**4. • Abto,,,4411i. t., , ,,, 0 / ,, ,,,,.. N ‘. ., ........ .,. isz,:4-asmapi. 1* 'Lir Atimilacira.•,..,ir.ntib �,w„ / / / /\ \�,../ hR4 SANITARY SEWER BASE MAP WATER BASE MAP \ lra / \/ n J R • \ \\ \\ / \/ 47 / ....... "m<' "; �°s, A — / / /.�, / �,rt ;°,/ Q �/// 'h A .B / , / \L./ / ip / 4 / / / . .\ /AK / i\ / / aJ / n / aJ / >� / kyc a v /,/ I\ y/ - I i °.;,. / c� L I / o�`°t?..q,. B I ➢®' / / / ep �� /Td C / T---7 / b' / e '/" J� — : u ��/a' // C� asp / r/ /,/ //. m,m.rp WAY / _ '"�.c Co-m:E!•• / ( / r,"r rm OSD PARKWAY rJ g ,.. T/ HPm tP r'M1R Atr [D.iHAq1 ,i.�J I BARRICADES ADTES SHALL NEEI REQUIREMENTS 0.TME LATEST EDITION Or TEXAS iBp6l uaaiuDESMANDABr lNB[CUE I.DEUCES D WRICCWCISNDER q' 'aN RELEASED FOR CONSTRUCTION MO INSTALUTION LeBLE PRESSURE TREATED SOUTHERN YELLOW PM MVP)TNT LOUTS n A Whild PE CFAT CPM OR ExCEFOS TM BWUu(SAS)GRADE E ARCH Development ebervlcea En TREATED TO SOU WOOD TMRN PIN[ERvERS.PEC W TqN(ONAIAICAP II Or Engineer IAsL'EDGE OW.44 PAPER-1 TNNE INCE FUT SURFACE cM orcwpR[cMhn WIDTH Br PORE PIN B-Mil,DELET[Rdh MTN.TNT Will PREVENT INC R a en w RATNENI,NOM CR OH.FROM FNNETNTW di.4•111 G TO ME RWO Moruaewo sm.n UDC 21EA N. B.NAIIDE TS D FASTENERS AND DnCONNECTORS. wE[noT[D SUTER MMurm.i AND TENGdS AS RDnrzD.U.SS I� srnaed m W Nas n ie M 11° I C.<PARIT MO SMUT NTIII. DRY A —1 I WNW spa•E.... oinT RAP[KLI I NOTICE ME WOW WIfNN NMI St HEOURWO TO �u A MANMER R/ tHE D WAINER FROM WAR..AND/OR CRACK.to• I�IE ITHPONTPRW IS WOOD..LS FR. AR.. ND/OR WHEN R, .... .fY .... POURED OW/1.TEST Or Stull AREAS Iti R[OUiRM PR1OR 10 RAINTING ..' •�`�"•/ RIA ID DR,PROP TO PROCEED.WON PAI.NO <.S R.TA440 LIRI[IANR[EXTLUN EXTERIORCXXIIiiirAnin MILILTAIFAIFAGWitt s[TIRu Mtm nm w I—I U WOOD Taw THE CONTRACTOR IOd l C' ' '''., b FOR BE REQUIREDTO PRIE ANY DPRIORT W. IUST�Lu UFKNRER I)H/IJS/23 ES <.!INSTALL (S)COATS OF EYTER.SEMI-GLOSS WU MATE PAINTOILIILIIKT2InniEl SCALE 1'-SP AmanY[se[nl I YUAor ITT YArzD twTlRw I R EANU IS RECOMMENDED NRECOMMENDATIO TREATED uLWOOD WPM, WITH - N` 6L BASS AND WELSH ENGINEERING [ R ONEF(1)COAT Or \ REGISTRATION N0.f-!S W!A S.AUM[DA STREET w �.���/��. PPSRN SCRATCHES AND oR SS ALLINSTALLOINTs 420 )caTS MONK cNSTI.TEXAS TeAa I . ACROSS L FASTENERS.No rRIN[D EWES.ONCE NnuuT 6 P MAP PUBLIC IMPROVEMENTS TO CA WEI. RE re.a, RFAI: I r Li t Tgm. CRY CS C.11-,Dr rMIN.C SNLLR LW NI ACCORDANCE r C A CONFORMING MANUFACTUR[DPS wIyI�RA' r1Trr[�rAv[ UNLESS OTHERWISE IND.=BEY THE MR. P.e rat QUEEN'S CROSSING UNIT 2 PVC GMALL e[D Ac E MrH • CORPUS CHRISTI,NUECES CO.,TO AMRCADE(C)PPP BE CONSTRUCTED AND INSIAuCD TO THE BAIRFACTOR OF THE STREET LIGHTING OT NG AND T SI ONAPLGE PLAN, STORM ram wsm PAR�a.r _ TYPE A END-OF-ROAD BARRICADE WATER POLUTION PREVENTION PLAN, BARRICADE 's NOTES AND DETAILS AND BASE MAPS TYPICAL BARRICADE PANFI DFTAII : - I'A MAI Al WS m�[As O. wRM w urt RCRRLyM MUD AA," _IA_ Prinal ..•IL;m.. a MILT 4%i -_ ifflig _ ---..� _ ` „r J/J/�l/Jl/i7 4�,' /�_." Y�...4a„°."^.wx. .Iron.,._ t T►PICAI.E.CURS a SUTTER RSTAL r CURS a GUTTER DETAIL r RE VERSE!CURS a UTTER DETAILTYPE'A'HEADER CURS=RAIL Axon.,,,x IX ro.,n AMC ronw.wvsmx.MOO m S c. >.N n v w x mr. ww,'�w. ".AM"MGM TO Mt SIMON*MOLION 0.10if non / ' .m^.o...TO 1CM v v. l e.I...� r m row v TYPICAL STREET SECTION — OSO'PKWY ..Pao"cw wo ro, m..rx ..m I � _+ �� . a STREET OWWWiws • // �� _ . a t A ,,,r e<UWa mS� ra c — i vN� E PLAN SECTION A-AMriAlM [, CAP SEAL DETAIL CAP SEAL DETAIL g EXIST. NEW CONC.TO NEW CONC. NEW CONC.TO EXIST.CONC._ 'VALLEY INVITER ORAL.wvs' was .°,a a,L ..,,a ors:`.xx wx wm" TT!!T HEADER EARS ORAL Om_ •'•x,. i®O g E norm ,:,m w ,„ _....__......._.._-___ m,eax �v�i mT ,w.a.,.,,....,«."',enrt SM,.w,+a Y t 1 .•°t(lttvu,m[n[nwx w o,.wz �.�,.� - T U �,'Cx4Ko u"6TP[Bx[,o xn"r.M.olx ,cwr � ` ti.,..-w ' w I.. ,[u cw,m 8 or tm gll'"'sv["'"•"oz°rzi T[n"[BAY S Tm m[aAa.Kx 5Kw x wAxz I.w \ ,a"n,e>reo .ToS x \\�/vim CAM nu N ux IO _ �Ik ii M5 ,I ��y l lliJ� ut a TYPICAL STREET SECTION - CIMARRON CURS AND SUTTER TILE DETAIL SIDEWAY[RETAINING CUES DETAIL PLAN FOR SIDEWAY[ SIDEWALK DRAIN _ go BLVD. LOOKING NORTHEAST iOf m " t.'" "' i.saNu „m. ^" �W�°,.0, w ,... \' \ J ���� ' vim` a'�I r,�o�r.� .-.,,. .,.w,a+v U,n LIIIL ,r. „ m,n«�CL STREO —I ,°,... g NEW TO EXISTINGl T.,....,�.. ,.�A,_ SN I ,^ SURFACEILSIDEWALKSLOPE DENIMCURS SIDEWALK TIE-IN DETAIL SECTION SOw....,,v...H r,ao,o.,..<w,.. ...... "/c r,No `"'' ,,,,,,,,,,,,,,,,,,,,,,,,,7"---\--, ‘-',I.rit,.1.4.1, TYPICAL STREET SECTION - 50' .COW WS °sawE RELEASED FOR CONSTRUCTION NM• ..m,v.ms ®ErIE A WnFNn.P.E.CPIL C°II 1 /�� D..-P_x.x Services N N. , .,oruurt CIS R Cagx CMNn 'bf °A l.[' n' W xL aTr .. ^ J ^YI/ ...»�.. I I SW�kE I • xx.wxPROPPO M1 axw �a PO% .�yx+�.m c�v """ ^ BASS AND WELSH ENGINEERING DETAIL - END OF ROAD BARRICADE TYPICAL SECTION [PROPOSER S° [w. ° IN RCCSTI"co E-I.TN S.N. STRUT '""" oRruscINSn,TONS TNN INSTALLATION (OBJECT MARKERS OM4-2) CONCRETE LINING IN DITCH AT END_QE PUBLIC IMPROVEMENTS TO PROPDSFD STD PIPE ^°:�o'�.�"„"�%:=',S�".[n:icon:pw�,w°V0a ®,o QUEEN'S CROSSING UNIT 2 RN ke:4 wT,n°,mrtlw 7Vol`:o"^`''''.""'''''„'u`s'°"[ CORPUS CHRIST I, NUECES CD.. TX STREET,WALK AND DRAINAGE DETAILS.CITY STANDARD oum va we uo CURB,GUTTER AND SIDEWALK STANDARD DETAILS .x,oxv c,nv,o,o,xxd,s,or0 v Nor [- - Iow urt Porn.^ ro'N” s,xn or 1 .63 TRIANGULAR SLIPBASE INSTALLATION GENERAL REQUIREMENTS PPS ¢ P 0E0ERLL I0TE51 F'� NOTE r Poet I.511Y sue.loll be per.rrnly sorted to Indio°.ealorectwe.1enn;desk,cod lowrlm of pe Boer 10 oR Tieing There ore various devices 0 nvtln0 are&Pleat to Cporavet of the TtlpT',raffle Stags Engineer. eeepsr Plat. SceO le ral Not00roved 2.Ila•'IOI mesa n poet him cols rya.snail roefe.w to the Io iwlry•pecillcorlm.l S Mot 4nra1 Note 11 for the Triangular SI ipbOse System. 10 an TWi.12.1n•alnelde duster', « Y O.134.onirol gallmlUmen k Pb Please reference the Material Producer Seale•a eleerc-nsl•tace WPM.reel tubing per 010e Sl io Bate Steel shall be NYAS 00 55 per AST I A1011 r 1STY A111011 List for =coved slip pose systems. otter.reels•py be cod If trey Yet me tot leer. ?lj ® ® ® http://ww.txdot.gov/business/producer_list.htm 55,0000 PSI ilielsrengtth - - The devices aholl be installed per ensile strength 201 opinion.l000tlm In 2. kit�Q 5/1'an-antral oge�eM .Olx2factLrers' reeonnendot i0na. Wall minlrwe h.ecmredl matt be.imin the fop of w 122're.a.1)♦' bolts 131,refs 0lneln Wanner 1✓mnredl snail n.Hnin me rep of 2.167•to 2.612' 14 ID,me wpeera sane. Inat01 lai iOn procedures shot I to WlM..M Coml.ni satin per AVMY AI22 r AMASS]c210.tar preeaaled.feel tubingtubingIIS1Y IE521,MGM161 per As1Y 4225 11 r•arlred byDravida] to the Engineer by Contractor. h •ln Coml.wed eon by Ytol l lslry lr with sn sire oarASTY MIL sr AIA and wseldrnrr Seed1.10 floe 12.1n•PACO alerted Eth It.445'per -/ 0.26'm•lrol.a11 thlosre.e t■X irY 115•EolrmrsirlF• Steel fairy per AVM 4500 r C nTh 2 II?. I. i 6 Or1r also or•leahle•res.ace veld.easel t0Dlro r pipe elfn 10,mi... an .a oaten Want., d 11 thinness say be deed If they net the fol lw. 11li 1 10. u1 000 PSI.Ini. 11•l atrerym 1'Max. _ = • l tit aa0 PSI*Minn tonal.strength i� •�• PIA mints.el olaryotlm In 2' I b eo11 mono t IV1.0.00 .g11 0r min n o rap m f 211'10 a2O1- pn.lb ale.eM Ir•wat.l Nlb..a.',thin the repot 2.NS'ro z15S' Goltmiraflen per ASTY A122 hp 3.See the Traffic(Yro41r1.ori.im sepal.Ice detailed rulrp of Mgt claps aM inch E '� mleoredl T.Ic gnlr Stropped system uWeers.The esparto drew ler 4E hire.rive.nicest b Sp e oat t I mVtrots ie m. 4.51w.yore.nil rot be spliced exCePt Mee en..Sian Ogee,posts Mail rot be Wind. L. 2r1•pioletr Mile. ASSEMBLY PRCCEg0E Nwla a M' � f T'M 1/2-direr•' Epr.+lm rd r.1 rotor. 1.Proper.I,-hcn°last•'y e2-loot Ono role.If e01I0 reek Is rmm.red,the both or Me re fo Eoflm nay Oe mad.deer hoe If le a nedo a inn..,0(of 11 Inane.Imo ire scold ran. • 1.the Delon,say permit battles of anlrete Ins t100 2 pole orb to be mind with o gams',. Eg, e1pe.A covet. .seems dtr-riven concrete nine.Er moll /ne.,.nts lose trot 0.5 CIle yards,Iead wising In a er f euitaot•container man be al heed y EreIntor.Carets Noll be Close A. L NW,to pin en of the silo ton.en.Into the ceder of me breed.Iota.rot ennead peg in veil.gag.it wen Into the corers..»to as.re go corn.?bet..the omven Iwo it. en-nimerwe Coonlru to srh,he e4 a into the concrete gntl It le bstww 2 to 1 Iron.Mine too roes (nil 0 rwrlry 4. to.t the step.Allow a wind.of 4 wee to set.wins....Ise°tree,.y the Engine. V 1.011 Pe seed S. ne trlogolr el oppose.fern Is.ultlalrerlool cral Is bslgeed to release..since Or..crry anion der. re In Me °direction.direction.olen bide',.IaMdlf Im UMW/ .g110 tar corn, I.pet exprt K. t be Me nt.of the elan.111 1 to 2.5 feet Mc.Ire edam of the Montle. LS 00 at wila•.te. II...,edge of Me Orman lee)Men silt plate I.belownth cope of onennr eel to 7.5 feet .'-........-...'..• • dve_2_ o s110 Won Men the el le plate Is dote the edge of the troll ern n M ...T0•art Pe pit an I-tr.Mm H 2. e ot Bde sl to ewer using m ineerime IP nolti°le slrle r nr e I011.al NA use 5 INIT®IOi$l0 0 supe err raPet..00 each. r. .e in..In Inn cie Petet ea sips Is Aoln elrq Sot s1SLIP-2)for clear-axes ban at sigh inns. CONCRETE ANCHOR Concrete are omelets of yr alpeetr sad bolt with(Ix eerin bolt tired.en Me ape hid. 6•non- acre te.rut per A5631 an te eels reefed dame perAS 1STY E126 The le neM W bolt Moll to.a minion oield a10 altispfe tonne s pd or 50 peg IS 151•reeflwl,.y. Nuts,bolts me..abler.snail be wlvanlsed pe Item 115, Galreols- iry,•newel.type avers moil rif Taros dgmr 0n0 d Transya'/o2/an taro she bolts Infra led with Typo meek gar0don p,Ivm III Wort per Ce6-61001 •Epwles ate A0eelete.•Aneeive antra tope.°offer edsanre•d.y SIGN MOUNTING DETAILS pero tla per the•MeracNr•s ee r•ccgarroe.'pea of bolt rail SMALL ROADSIDE SIGNS Me..lean flu.ern,to of sot dinner Pm..err- M me err.en Insto11id.The archer, TRIANGULAR SLIPBASE SYSTEM a minim..of ere mere.i I.In 4000 pal noe /pleas Imbedl- IR'ate target re ate or veiprt tarot.Nth a 5 In. ninl....Y.dtent..011 have a SMD I SL I P-1>-08 '' 50 ft-1nh.Arch boy he at townie realm cod.her alg r Manion orTe* el t.type. of of 30 3500 old 3100 del,reeo.etTwle. og%e M Lt�2a@ a 1P.1�10001 104mo 91 RO Sd ASSY It ItoNon Slit•rnt) 9 OB'��ens w vn1 a n S�:.snR ol� ai E .t m. E.Yf ee- t o to /03/23 260 1 BASS AND WELSH ENGINEERING RELEASED FOR CONSTRUCTION is R0G50R1ioN I/O.r-52.2054 S.Au.fpA STRUT CORNS GNRen.RM.yell •, PUBLIC IMPROVEMENTS TO • ;- e1A.WnronO..P.0.,0PY.cP14 OUEEN'S CROSSING UNIT 2 O•r'.lapmele S•ohee engineer CORPUS CHRISTI,NUECES CO.,TX coy MGarps CM. T%DOT SIGN MOUNTING DETAILS:SMALL pr,gy ROADSIDE SIGNS TRIANGULAR SLIPBASE SYSTEM er<aweo..aeehuoc>eer a _won _.. O. wrt nano WC4OL45 an _ ca&.vwFS 91Rn EX CROSSWALK PAVEMENT MARKINGS STREET NAME BLADE SIGN 4'OF PAVEMENT BETWEEN INSIDE EDGES OF STOP BAR AND CROSSWALK TAPE L. j (n NSTALL 24'SCUD WARE STOP BAR r 1 1/2'r 1/2' 3'. -2 FROM EDGE OF GUTTER TO 1 t -I ERIOR UNE OF FURTHERMOST T Rd T MINOR STREET qs EXT cormNtaus YELLOW STRPE 0� Name I 1000 ,1 S[EP 2:THEN 4'GAP TO 7.....) THE NEXT CROSSWALK BARS �1:START BY PLACING 1 1/2'-I 1/2'i s THE FIRST CROSSWALK BAR AT THE CENTER OF ROADWAY LOCATE STREET IDENTETCARON SIGNS IN THESE LOCATIONS NOTES: 1 4 d 1.STREET NAME BLADE MATERIAL SHALL CONSIST OF EXTRUDED ALUMINUM.THE HEGHT OF NAME BLADES SHALL BE 9 AND THE HEIGHT OF LETTERING SHALL fi 6.STREET NAME LEGEND SHALL CONSIST OF IN LA.CASE.FONT ON STREET 9'ON CENTER NAME BLADES SHALL BE SERIES B.WHEN STREET HALE BLADES WILL EACH APPROACH BE ON THE SAME ASSEMBLY,THESE TWO STREET NAME BLADES SHALL HAVE THE SAME WIDTH. -T A r PLAN 2.MITT-GRAFFTR COATING ON FRONT OF THE SON PLAGUE IS APPLICABLE TO ALL Y SCALE: N.T.S. SIGNS EXCEPT FOR�GNAME BLADES 6■ 4'SOLID WHITE STOP EMIR 3. CONTROL DEVICES OF(TMIUTCD),AN SHALL DTXDOOTT1 STANDARDS.TEYAS OF UNIFORM TRAFFIC -�- C HEAT APPUED 125$MIL CROSSWALK BARS MAINTAIN 4'PAVEMENT REFORMED THERMOPLASTIC) VI BETWEEN EDGES OF TE O STOP BAR AND 2' 3 CROSSWALK (...1 �'o R Q 4 e GAPI I I_ _24 ' OLD WHITE CROSSWALKix V a 1B2AR5[LdTY7EP C�HyFAM�PLIED. U 144 RMOMwsRCF R W Q o Y all HWNTAN 12'FROM UP OF CURB NOTE: NOTES: Om .-- NB b 113 CROSSWALK BAR. LONGITUDINAL BARS SHALL BE PARALLEL 1.ALL STOP BAR AND CROSSWALK PAVEMENT AWNINGS SHALL BE 24'SOLID WHITE (j KW TO TRAFFIC FLOW IN ALL CASES TYPE C HEAT APPUED,1;5 MIL,PREFORMED TFIERMOPLASRC.HIGH COHNTAST f! CROESC HEATN HFF ESHEAT FLIED,12512 WHITE WITH PREFORMED THERM BLACKOPNASTOIC).SIDES LONGITUDINAL CROSSWALK - DETAIL902 FOR ASPHALT ROADWAYS - SCALE: N.T.S. 2.CONTRACTOR SHALL PREMARK STRIPING LAYOUT FOR CRY APPROVAL PRIOR TO THE PLACEMENT OF ANY FINAL PAVEMENT MAI90NGS. 3.THE PLACEMENT OF CROSSWALK BARS SHALL START BY PLACING THE FIRSTZ 4 [y74'pESOLID WHITE STOP BARyy CROSSWALK BAR AT THE CENSER OF THE ROADWAY,AND THEN 4'TO THE NEXT PREFORM ULATHEARP040PPll)STIC)MIL CROSSWALK BARS Sc 2 MAINTAIN 4'PAVEMENT 5(7pYp 4.D0 NOT STRIPE SIITtLI WTH ROADWAY SURFACE TEMPERATURE LESS 55F. LA H CROSSWALKBETWEEN EDGES OF II I C GAP 125 MMOL,OL PRE AND THE 2011 TEXAS MANUAL OF UNIFORM TRNTIC CONTROL DEVICES TMUTCO). O STOP BAR AND Y 4' BM DE C HEAT APPLIED, 5.ALL CROSSWALK AND STOP BARS SHALL BE IN ACCORDANCE WITH THIS DETAIL L. THE p(TS U I D m BAR fA P FFpERAT APPLED, v1 SS THEiRMoc) 3 H� � i'\-W ORM 12'FROM UP OF CURB NOTE: U NaeoH. •. iaA o 1st N TO CROSSWALK BAR. LONGITUDINAL BARS SHALL BF PARALLEL L' bo WH g TO TRAFFIC FLOW IN ALL CASES 3 ,y[ET 1 W ) Nt A id I�10 SALLIES IR /..,./tlAN/23 Q HIGH CONTRAST CROSSWALK — DETAIL FOR CONCRETE ROADWAYS — SCALE: N.T.S. I CITY PROJECT/ BASS AND WELSH ENGINEERING (RELEASED FOR CONSTRUCTION A TX AFO1STOEXCORPUS B NO.E-A,I TOES S. ALARMS STREET PUBLIC IMPROVEMENTS TO afT'�F en.A.WIAtmbe.P.D.CFM.CPM QUEEN'S CROSSING UNIT 2 ; Development Services Engineer CORPUS CHRISTI,NUECES CO.,TX Cary or Comm Cmn.m CITY CROSSWALK PAVEMENT MARKINGS AND �M.o„ne„„„.t.,,,„uoc>Aer mq J STREET NAME BLADE SIGN DETAILS NM.. AwA Ao.MT m,w� REQUIREMENTS FOR RED BACKGROUND REQUIREMENTS FOR WHITE BACKGROUND REGULATORY SIGNS REGULATORY SIGNS GENERAL NOTES (STOP, YIELD, DO NOT ENTER AND (EXCLUDING STOP, YIELD, DO NOT ENTER AND 1,SIOe to De Ilmieled 4ql I ae or Oetalleo.IUMwe In theDIN.end/or O. .no..,on align fmulmton weer.stadara am eely,e ad errs dimension. gg WRONG NAY SIGNS) WRONG WAY SIGNS( can be rand In to-Standard Htyeay SIGH Dmiyl.for Texas-ISHS01. 2.Sly,legend moll use the royal Hlyl.o0 Aanint.trartan 1tOWAl Standard Hlale0Y AIanop.r.ID,C,0,E,E.cd or FI, STOP TIELD S.Laare1..Crop between I and t AI mole eIna fyle.n Nth err ot5R R.! ad ay ed oppea.nape.n*Nolo;Lleonnoofae un. of legend Noll o;ov�a O balanced ape.once are., p001 h Noun. SPEED ....... gd and awry. °pal led G amine Node.. t o? LIMIT too-yhereof. ./I.a.I.alaaN II Inn to background Ng, Rout Ion at' , 5.edit.I.D.rd ad Gory.anal/e opal led 00.creeninp proem elan tra,ewe.nt — colored Ink, f ad.odrent o0lored overlay film to.vita 000Nkraald electing or g( cut-out Anita sheeting to colored background...find or Notion' real. !! DO NOT t a co—.,.Gard wdll a DWI.DV ea mining crows.elrn tra..p>.n.colored 8s I I WRONG arm overlay I Isar .dmeetnp to edaNdrona' 11' WAY tip,ar ame.alll thereof. P : ENTER T.Sign wstrm..nall a any eAterlal m of Rests the Deae-tnentel IATtertoi Samllleorion requirement.Of DNS-7110 ar approved Olternotive Iii. TYPICAL EXAMPLES W.e,u .,p nti detail.for r eoaele mou nt.elyda are won NA A-SD earl.. • Stadd Non Sheets. ll REOUIREMENTS FOR FOUR ! SPECIFIC SIGNS ONLY byp SHEETING REQUIREMENTS !t.1 SHEETING REWIREMENTS USAGE COLOR SIGN FACE MATERIAL I. USAGE COLOR SIGN FACE MATERIAL BACKE:PAID RHITE TYPE A SHEETING BACKGROUND RED TYPE B OR C SHEETING BACKGROUND ALL OTHERS TYPE B G1 C SHEETING ALUM IMAI SIGN BLANKS THICKEESS BACKGROUND FATE TYPE B CR C SHEETING LEGEND,BORDERS 4 AND SYLeas BLACK ACRYLIC Peal-REFLECTIVE FILM SWare Feet Nlnnnsn Tnlcdem Mb LEGEND A BORDERS FATE TYPE B OR C SHEETING LEGEND,BORDERS L.0 No,i.5 O.ONGS LEGEND RED TYPE B dl C SHEETING LEG ,F0.5 ALL OTHER TYPE B OR C SHEETING .4f l,5 to I5 O.IDO £VVao Greater tn.,15 O.12S 14 REQUIREMENTS FOR WARNING SIGNS REQUIREMENTS FOR SCHOOL SIGNS SS's£ DEPARTMENTAL MATERIAL SPECIFICATIONS PO SCHOOL ALININIY NEON BLAMts DIS-Tt10 SPEED (\Aro .ION FACE lio,TERIALS :S.,-11.00.s.LIMIT 20 WHEN T S1adtTO 4 .- FLASHING Sly,D.sl y,a be fond w the following..step. MIP/Mew kdal.Qoy/ TYPICAL EXAMPLES TYPICAL EXAMPLES Won. SHEETING REQUIREMENTS SHEETING REQUIREMENTS 7/DeparbRemeWIRIEIIIR.rrIRR BR.wud USAGE COLOR SIGN FACE MATERIAL USAGE COLOR SIGN FACE MATERIAL B.CKGRO.OIO FLO'�EL>�T TYPE BFLOR CFLSIEETINC BACKGROUND WHITE TYPE A SHEETING TYPICAL SIGN BACKGROUND F.OWESCEMT TYPE BFLdi CrLSHEETING REQUIREMENTS fK�.L�aK„ LEGEND G BORDERS EACH ACRYLIC NON-REFLECTIVE FILM YELLOW GREEN I ....lV LEGEND I SYMBOLS ALL OTIER TYPE B OR C MEET IRO LEGS NO,BORDERS AMD STIBOLS BLACK COAYI IC NGR-REFLECTIVE FILM / SYMBOLS RED TYPE B OR C SIEETINL 4f TSR14I-13 � _».a rico e-II.den me TAM mitbO I I.DOW'NUMB I D3/AS Cow October 2003 van I`( av a4 M1.01 MCA T.ISnP• mnr eon I ever. RELEASED FOR CONSTRUCTION it REGISTRATIONRSDIA,WELSH ENGINEERING S REET O aR,TENS SMO. PUBLIC IMPROVEMENTS TO F..CUM,CPR QUEEN'S CROSSING UNIT 2 Development Services EngineerCORPUS CHRISTI,NUECES CO.,TX City of Corpus Owls. PUBLIC TYPICAL SIGN REQUIREMENTS Nola Canstruenon Plane WY eltwo based 00DO TSR(4)-13 Rea.co,.al.�.,.Hd muoc a.e.r. w REo cur lzrNu. wu.-a.mmsd. a. .—. RwoC In PLorao-,- are- oz.a oE mm_a 10_ CJ CO NM to 917 Mar Esttme.4 nib helgtt,re rrrr elsewhere In the Mans. Per structures with.Nestrlon Tell or nobs teller Ihe r e,refer t.the Erte.,Owl Dwells((COIN**.shoot TN stnicturas Nth WI or TUNS MM/.Tell.refer to the Meesling Details I«T/JI L T/JIIS ilePs(1/31-Cell raw«d sheet. Neer to the.ell Anchorage Curb IRK)standard shag/e,strutter.with NN/o rail other than T/JI or T/JILS. '-'Mn et bi ®For vehicle safety,the lollewrnp requirements own be O •For structures girth°/Mrege rat,tenor.,cures no more than I.ebre Ws f) NJ FZ • IIel,hed grade. •For structures with bridge rail,construct curbs flush with finished grade. II S I . (rep A rt•ey — Ns C 1 IV/LO .educe curb holphts,If necessary,to meet the atm.rpulremMs. Mo Nunes will. 1 b made In qurtitles and no Ndltlonal compensetlan will b allowed for this work. t I Ian PI..Lam)S►oLHt/(fg/) ',lino w/•IIn_IIIIIIIIII ---- —,~ Ii For curbs less than I.,high,tin ems g or reduce bar Mlple a,nee.....y to lino st col!_,_ • 3 • EI p n ' nlrlilwll 1 ° NJ M mMleln are. err[wrb 1..,than r high,e«,k may e.omitted. Et /' //= hoes it. L- ___ I fa y` I 1 [ �IIm111m es is NI I I ilia \III '" i \ N/M OO 1.1r IIMcM. )T whin the.all anchorage Curb(11K)standard Bela r.referred .!a A�• iririli b b t.ea.rMre In the Man.. i '1 Si Oil i� `w[i s3! .� t r / IIMIIiia3i dill/ �__ ININ1011■ I 111 } L 1 age I I I I. \ titIIT Z� — t---_--. I I I I The Contractor,wry retire Iles I.C.0,E,Fl,F2.M,T.and/er Z with deformed Ws y welded wire reinforcement MIMI meetly,the requirements l ASTM AIK4. TM I; Is "MI y FE I. 1I111\L�1M11111111_ ea er require/reinforcement wag be'Mut.ay the riffle M/0 ell/70 Sal. ti4 --4----. HUM!l ining Sowing of WW.la Ile*.to r Min and Ir Mot. When rewired,provide lag splice, i `' .i ----_ --- i --• Ns Ee/I 1:11I///-i.NI Ws F P.i ref WNR M the same IonMn required far the mire.M SIN Jro..us for 3 II I rWs F)` re sines between[en•M,onM r sores. The lap lemon r k= l'f lrgN i 111110II�O111101■ Oep/ never leas than the lap learn rm.'N for urwad da Mc t I COMMItlw Mr(EMI \ \ 1eii sr wr..":"" Imo,r N.I lbs.M.[arerflen: A.Mrip A../(Lb r r S wwh IW. /} . IJMrs II I I Ili.II n11111iiii i leertam) A.wved mu_l0.11 se Im Mr 0.5 IIJ.(11 tel/~10 Spring -YJSS q.,n.per II. np ______ ____11 Illmta1IIUI !!P. /ereE theif req.,. ,.rwr•sperm,, to p�1/I155 o.7JiM np.rg II la tpr MS ItJ i.ir �. a —- Iillpl lll�ellt�lt!!� MaxrspacingMoulted lap length/r the 0,5,.,OJO/were Is T-r Ike sow Ill )}.,.,. minimum leg length require,Or uncoated of Ws,as Neel/mbar I MENK WES).. M D L L Ws D y Its F) III Ft FNR.eY Lk. BOTTOM SLAB TOP SLAB -IP TYPICAL SECTION PART PLANS CONSTRUCTION NOTES: t t Da row use permanent Neves. • yk i CMM m NI. 3-at er the.from l top slab the entrance. 6 OMlowiy rely construct.Joints shown of 1M flow H.b1 a maximum or r. If 501 this Whew I �a� may tie cad off or raised.er nd,C a D may N.evened. and ears l and I IIfi MATERIAL NOTES: Preside Grade/0 rMefr1ing feeel. 3�Si r galvanizer,prlde galvaniz reinforcing steel if required elsewhere In the Mans S it 0 TABLE OF Provide cram C carrr<lrc-3.a01 fell for advert morel and curb.Mans. The fol. erceatMinS: Trade Class S concrete/Ic-1.000 psi)for to,slabs M: 1 flelshN rW /M DIMENSIONS •culverts with merles, O •culverts with the to[slaw serf.*final al ring or (/nM.r eleMl • •Provide with the where slab the/tool min sun/re I 1 4 ,- rrrlde.d/age.ware required.I .s-Min 1� 71 1Y T-r •Uncoated r gaMW)N-II v T!NM • ale,r gWM,N-03.l-1"NM [J IJ IY )-r •,.,....aq..a or....ad-Ai-SA'Min M Cr� 4-4 N' I-r GENERAL NOTES' T ilWdr I-I I-I N'' 4-r Designee according re 45/00 LAFD grid.D,lan 5.rlrlcrlos for the range or • ('Mom CO/STROCTIM T-IP T-I1 tin S-r fill heights she.. MILS.) SN the MWsipi.In Culverts Cast-In-Mare Ml.CsI(ns/s DMeli(MC-MD)stands,d Ste VI or !-r SECTION THRU CURB slew for Males perianths,t.stead Mhos.angle a•1tnena,and lengthening. cover di.wnslws am deer duwl.M.mans asted Phenol.. Aelnfrc/nq r dlrenslon Mora ere wet—Wet of IS. �y MIS LOADING SHEET 1 Of 22�aM 9. 1 1 ern err , f r lAq,rrfM71wAr11. 1111W1/ NLI I H J MULTIPLE BOX CULVERTS !`u� ��� I I CAST-IN-PLACE w �� lid ��V ?ftJ. 1 EP-On SPAN —L Or TO 13' FILL BM C Mil I MU R NMS Y Me R 0,411 MC-8-13 tltllr+ r.r -1w.arf I.prw "Mta. c°r:- Qxxlet �ao I n m+ •urn /03/23 RELEASED FOR CONSTRUCTION Tx RE BASS AND WELSH Sf.SONS.ENGINEERING SMUT CORPUS CNRK*1,TENS l/ba PUBLIC IMPROVEMENTS TO .n•A.wnhmbe.PP.CNA Cafe QUEEN'S CROSSING UNIT 2 Development Services Engineer CORPUS CHRISTI,NUECES CO.,TX CCI or Corpus 0nIN TAROT MULTIPLE BOX CULVERTS,CAST-IN--PLACE, 8'-0"SPAN,0'TO 13'FILL MC-8-13 ow. emu q mow' w=ne new L' may_ sp (����•._� 4 S J r '8 9 .ig 44. za ,,of 4y'I w1 aN.,� L. 0. ,1wo wRzzs asis 0.o . [_p5 V. h J W ...-.! r 11. ?iRR9RI W Riii9Riif93iRR9?iRf9 i 4 ti n1a2a,1asa^_aaA,naaaanaan'a2a V� � 61 i .i P ..ii1 iiowwsil cis liiRzcfii 1 m oo 11 ( • e '� /< IlliN/sARilliRiafi�SisRiRRasiRR 9 --u _ xi t U E`~• 4 I Rs.aixstsimszslxstsimmzilm1221 _ /1 0 €:11§ zz s ots=fotz=9ota!m4ka!!otz?9ats:f 3� at.4,0,,,Lkt.lat.ahhat.ahlai.ahlat.ah! I 1 J li7to fi;iRi0 ft;0 ititiw Ntilpwimiamilywmplm ,i, i tt h h h h h 4 h!.h . h h h h h h h h h h h h h h h h h h h s?Rl"sffRls5liiikilli6fali M liti .r,t.r,►aLt. .t.t.at.aat.t.r,titit.r,t.at.r.r.t.t.a Ng a a/i;ia:g,i;f?ifaf9ikaf:r;IO. ii i s 'siiiifffifRRRRR39998iiiR14Th& ~ Z us ` 4 !! ! !fff!!ffffffffffffff!ffff v J z 1 RIIRitfiililili iiii iiiiiiiiiiiiiiiii k ; Ns !!!!!!!!!!!!!!!!!!!!!!!!!,!!!!! c° aril tilnIss_IfssfafaRzaf:;fl'a • W E I 111Iiiiii iiiiii1iii iRR>iIiiiifiii1ii i i •+s !!!!!!!!!!!!!!!!!!!!!!!!!!!!!! 2 a 2s4RR2=aRR27144R22sRR22AR422aRR =f!!!fE!!!!!4i�5Rx !!!!!!!!! �9 O KKu. w w�KK `KK.. KKK w KKw �.i •r. 2 W t a•Oat►a!7aL►a.at.a•�..s.a4Eat•aa;at- z =kRR02«Ri14ii iiii.iiiii4RR42:iti i u_ o Ns msiifiiiiifiiiiiiiifiiiiiiiiiiii H I Rf4RIMPARMiRRfiiiRRRRRRRRR g 0544444444444444444444444444 M 4 i E tttt►■.4/ th■ t ahhhh h h 1.F■!.1aa.44httt ph �i$p.1�hhF.hh u i ; i• r . . . . . . . . . . r . . rrr rr r us 4rmiiiiiiiiiiiiiiiiiiiiiiiiiiiiii g =flifaflfffffiliii/fft(fs�ls{esssrysffi! R !!!!h!!!!h!!!I h t�f h f I h Y I h r ILt.ahlat.ahlat.ahlat.ahlaLahla�.ah9 Z =R;4w;ftiR:;Ri@.4Rii;;RXi;iii � Ns WSIte iiiiiiiiiiiiiiiiiiiiiiiiiii A fff4f3RRR33fIIIIIf33f4f3iilan m 4.t.t.t.t.KLLO.AA/./.I.LLLL .AA1.t.t LLI.ar.t. h 2 ON . O VOWS iO YAWN M��4M r _"+�yrl,+w>ti� w� 1 i7:-. n W4 :airs iliD:It TM r I rw.r YI'wp�y 4�Irr) ..1.w. .wr.M.r r� TABLE OF DIMENSIONS & REINFORCING STEEL TABLE OF WINGWALL filings for One Structure End) ! REINFORCING WING DINENSIGN CALCULATIONSI 1 Extend Bars P 3'-0'minimum into bottan slob of Eat limited 12-W NO. 0 Forllulesl (AlI value.are In Feet) O Box culvert. Dimensions Itel�nforclinp Daunt lties 3 Bar 51�a•No. O Adjust to fit as name*OrY t0 maintain 1 1/4"clear Per ft of a .5 - Hy-H•T t C-0.250• coverand 4"minimum between bars. wl p lanpm - i- L.• MN-0.333') l$L) burn JI Bare Jz M°X1mum (2-Winpal E .4 '-- For COat-In'Dl ace Wlveft.: O3 Quantities shown are based on an Overage wing height nnpp e4 - I'-C' for two wings Ionera structure end). To determine total WHB1(0 W % Y 2 5Po �_+ 5Da R.Int Cons C a6 4 - Ltw• (N) III t IN+1) (U1 auantltles for two wings multiply the tabulated value. He ,� ILb/Ft)(CY/F+1 M 44 4 - For Precast culverts+ by Lw. e rt p .-0..' Ito• (N1 12U+5) + (N-1) (0.5'1 0 Recommended values of Slope are: 2:1, 3:1, 4:1, &6:1. 2'-6" 2'-5" I'-0• 9" 7•*4('-0".4'1'-0' 33.73 0.248 °q - ' 3'-0" 2'-5" I'-0' 9" 7•*4 I'-0".4 I'-0• 37.07 0.261 R w` t Total Wi npwall Area (love Wings-S.F.)•IHw.0.337'1 ILw) O*Ilan mown elsewherens an the pions, n 5'reap concrete TABLE OF ESTIMATED br Drop shell be constructed. Payment for r.pUnless oD shall 3'-0' 2'-5" 1'-0• 9" 7'04 1'-0"./1'-0' 31,J4 0.273 '- be as on the p by Item l Drop". Engineer, , the otherwise 4'-0' 2'-5" I''0' 9" 7'04 1'-0"*q I'-0' 38.41 0.205 TEU H. .Side of ettpwall mown on the plans or directed by me deep l rein, the CULVERT TOEWALL SL+1 .Lang Slope Patio(Xpniipntah t Vert 10011 clncrp shell have a ng wire by a-6"reap tof natured Lt .Cullom of.ocll L ground; heewoll along 011 edges orcednb to natural 5.-6" 3'-2" i'-6' I'-0" 7•*4 I'-0"*4 1'-0. 45.09 0,355 QUANTITIES N •Culvert f Culy tenpin Oroun.1 the toewe shell be reinforced by extending 5'-6' 3'-2" 1'-6' I'-0" T'*4 I'•0"N 1'-0' qS,,JS 0,355 N •Nlmeer of Culvert SpMe iyDlcel tiptop reinforcing inq to the taewal h construction Bar S:ze No. Sp° 6'-0^ 3'-2" 1'-6' 1'-0" 7•*4 1'-0`H 1'-0' 46.42 0.367 Joint.no Grooved Joints, orientedfull di the direction oao1 L 4 • 1 -6 See applicable pox culvert standard for X, 5. T, flow, , oil extend across the full distance. f the 0 *'1 I and II values. r1Drep, at intervals of culverim'Ge a 20'. When such 1 Reinf ILD/F}) 2.45 SlCr 9'-0" q'-B"2'-3' I'- 9" B'*4 6".4 6' 91.49 0.535 ap is provided, the culvert toewoll Shown in -- CcR0 ICY/Fin 0.fill At SECTION act r'll not required. 0'-0' 5'-2"2'-6'2'-3" B'*6 6".5 6' 97.25 0.634 2•_0, ©ft shnlint Wing option, Culvert justall may be ended 1'-0" 5'-2"2'-0.2'-6" B.*7 6".5 6' 133.65 0.721 i.� flush hith shown ecess Adjust reinforcing 6. 2'-0' 6'-2"3'-0'2'-fi" 9'.1 6"+S 6' 162.29 0.721 I from that shown°a necessary. • +S gi 3'-0" ,6 e"3'-3.2'.9' II'.7 6".5 6' I16.e0 0,856 0 0"min to 5'-0•max. Estimated curb heights ore shown 1R1 4'-0" 7'-2" 3'-6'3'-0" I'-0•.s 6"*5 6' 216,16 0.959 'EPelsewhere In the plane. For structures Sho with perrefer t a% roil, bicycle oil arc be taller than 1'-0•, refer to Fiy 5'-0' 7'-e"4'-O.3'-0" I'- 1' *9 6`.6 6' 2s3.06 1.066 ECU standard. For Structures with T6 bridge rail, refer r 6'-U" e'-2"4'-6.3•-0" 1'.3' N9 6".6 s' 29/,02 1.234 to T6-CM standard. For Structures mitt traffic roil, other Man 76, refer to RAC st0ndard. Finished Grade pe Far vehicle safety, curt+helonts and wall heights EI•g shell De reduced, to provide a maximum _« Q (Roadway Slope) EARS R 1t naoeosory, �- O n U I U I U I 3"prolecllon above finished grade. No changes will 6`o S m I billmode be In quantities for thisd no workaaalii°n°I compensation qe� _. Sae Corner I I w a .bsb :i`®i Dotal IS Ltw nri alI�ri rConfmma to 610pe 1 EARS D ar `o I.MM. parD.ndiculm to PdwyO 1 ' �, 1.1! _ ■ iniii■■i:G i $ (AL I - -gr ■■fi.■�1 1.1....i. a Lenptn of*Inge i :"yy nb =E11�■■1•■■M■■M\- n �o�a�,>no�. •�,e oY°gimaximE<•E<•ooE<•E<•E<•E<•E<•E<•E<•El• tnte line, ` b Esc`='= --'- C)---,,,...,,,;..,,-.:, £P'Ln GENERAL NOToES1 n5 .. F I��liii�iiiii�lli��i�i� Toe of €4 I.■"■■■I.■rI■r,����_ n All Desrein ring to AASHTO a grFOade deSpecifications.60 ' Cgs -----�•----- - J S�ope•__ _ Yt4' p11 Icretel shall abe Close•C•Gcmd shell hove a _� F E P M =___ - minimum°mpreeelgve strena e of 360l r All reinforcing bore shall be adjusteda provide wRp x r x EARS JI BARS V mnrl"`''�'°eturee ie Iroanaae do col la rook, depth o+ .2.,. ` INSIDE ELEVATION e^ PLAN s• +oewalle for oulverta aria wingwalis may be reduced W-p• eliminated a of rooter by the dimensions 0 3' t Isipwin0 reinforcing. Culvert and Culvert f5hovin0 dimensional �•1 Il--yl infor 9ti eneei for ooai tional dimenalona and information. an. W Toewall reinforcing not Mewl for of mity.l The W°minima for conorate and reinforcing a eel resulting from one fcr4ulac given on mi6 sheet t0 X IB" v -7 for Contractor's information only. r0 / 0 D PC) M rH eewlle! 2" , R it,. F Conet Jt R 2O BARS L BARS J! 2' �� L ITYp1 "v 1 1- a 0 , ---- Culvert Bottom =Tea Sigma Reinforcing i• D n III MITI a 70-Texas DePprlmaV of Transportation fIII' �Jrfl o.I.M/.Q'V)fr... jr21 I t Ip ,� I`, Y E ,�! !! V (Bic' CONCRETE WINGWALLS n ��`,�� F m c I ��'I� L 2' WITH STRAIGHT WiNGS FOR E r �� I a� illi,iip R 0e SKEW BOX CULVERTS / M Carnet Jt M I� Je JI Q n fJ. Wl nOwall TOewpll I 6' NI NGWALL FOOTING AND TOEWALL Culvert roeMll I 16 '> SW-O CORNER DETAILS f0i'7 - .. wF�m-CAT boa i.sol-I as MF ; y� SECTION A-A SECTION 8-8 O ..ne :mo111.11C, m w s...a .a show: Culvert T wal IfA1 g reinforce 't shown fof clarity.) sem leeene+IMpl ma aim IDS• De/03/23 BARELEASED FOR CONSTRUCTION Tx REPSTRAATINS NNNO WELSH 3054 S..Nsumo',ot0E0t CORPUS CHR6m,teem Nuo• PUBLIC IMPROVEMENTS TO Brie..wmlmme.P.e.605,POe QUEEN'S CROSSING UNIT 2 Developmem services engineer CORPUS CHRISTI, NUECES CO.,TX cm-of comma chrism T%DOT CONCRETE WINGWALLS WITH STRAIGHT �,m< WINGS FOR Cr SKEW BOX CULVERTS,SW-0 <." m.. f-Er.0 of Rol I for Payment Face of Abutment Backvall Jog Joint orq Splice Joint ae required 11 ID'Min 1'-6'Max F^©rk Interiediate Wall Joint 6 N' 2'-e m/q" If'-0"Max Post Spa® . I 10'-O.Usual and Max Poet%cooing 10" din I Q I I 110"Min ® 1 ~1 I10"Min 10" I ,IV Min Jain End of Pipe if n \=J I turn-downs a omitted— EXD JOIM v 12'Max 60• '12"Max Min 12'Max (use Rail COpel r Sal toe Ja(M�� I G .I I I Q■i 1 I Concentric I '!� -__ i 1 I I 1flr I i ( ; , 1 Curves Q /� �' -_ MEWe— i I l I 1 1u t Pips ends t open {W`'a��� — _. n 1 ® ;saw Bare R/ t 1 4_© 1 t ; i \1 I-vrBore U at 12•IMax) Bars U at 12"(Max) JL ,T `i ` ... -1--II . 1 . . J Ba v at 12 If forming material is not left 3. 7 I lI4azt 'n placer plug bottom 6"with 1 3 sad^I i s• 1 aomvpua'1O joint Waal Ins kite at 6%x 1�1�5 4 '4•• - 'V y' • 4• AT INTERMEDIATE w�1tz AT ABUTMENT BENTS AT SLAB EXP JTS WALL JOINTS AT SPLICE JOINTS abo= ROADWAY ELEVATION OF RAIL CONSTRUCTION NOTES: i-SB 1,_a'Min Panelx lengths of roiling must be attached to a minimum of three 26 Npni of posts eexcepti 1,t on abutment wtngwalls. poets d parapet at be vertical transversely fgggg q" 6" 2" Face 9 Roll e- 8- 11© unless o nerwise proved by the Engineer. Ralf poets mutt be n.tl. - perpendicular to top ofadjacent concrete parapet grade. Use + ��i x 1 0 min -- O© epForgcurved mortar under post ase plates if gaps larger than Vsit exist. QI 6" 6" For railing appl icaT Iona fabricate the pipe ail to E.?.* ._ I ` 10' Nominal Sleeve Members the adios when the radius is 600' or less. Submit shop p°rowing° ' _ 1•R N^ Face of Rall / for 1 when tubes arerequired to be fabricated a radius. 1{ � r Poet (PL x 5 x 2'-3%!`) —'/— -- ,,,,,---Sleeve Strop arwings must be submitted to the Engineer for approval. _ I �.` O Exposed eases of pipe rail and pipe roil posts trust De rounded t. —'—"—'T'' ::' I_ i pr enanfered to approximately Ts"by grinding. g= -rya sy ' �'r cut poor r I MATERIAL NOTES: t... tit pipe (T p). 1 •at Splice Jta `- Pipe for pipe roil 1 conform to ASTM A53 Cr B or 4500 Gr B. gefid� I l lx Y I/ p 'Flti for Pwe dad flog Posts and Plates must be ASTM A36. n rs 2"at Exp Jts Ali steel components o be galvanised Lmleee otherwise shown o ua m C %" S I. •�• � Plana. Bone PL Anchor bolts must be 4'e' 0ia ASTM A3D7 Grode A bolts for 436 =fg6 n a 1• % x 5 x 0'-6% e4 Bars U threaded rod*wth one tack welded nex nut each) with one hex nut 0 2%:" • t 12^lMaz) AT SPLICE OR EXP JTS SECTION A-A q e hardened steel washer of each bolt. v • Threaded rod may s p :"R I a PIPE SPLICE DETAIL Nuts t conform to A563Trequirements diameter with rolled rereads. R� 6 2-K"Old x 10• r• 'A% All concrete must be Class"C". Use Class C (HPC) If required p "/A307 BOite with ewhar. tit ig n t and 0 Min of 2 posts required on wingwdl I. °Epoxy coot oil reinforcing if lab bore Ore epoxy coated. a ^ - wq Bore R washer each Alm reinforcing mRlst be Grade 60, 0 Portion of railing with turn-downs to be used or omitted on G GENERAL NOTES, 2%s' I Indicated an Bridge Layout. Designed ccaaing to AASHTO LOFT Specifications. O provide InTernetll ate wall joints Over all glob construction a This oiling t be used on bridges with expansion joints joints, over Interior supportsd continuous units, old at providing than 5'movement. lop f SIOD quill Intervals In between as necessary to maintain a 33' Mcx Roil a char ge details shown on this standard may require Gantt Jt or Sdwik - length of unbroken wall. n modification for select Structure types. See appropriate tel ae BaaV _ _ h n 0 "•• elsewhere oil rails, erectithese drae�"1 modifications. at 12" Jx) ON ABUT WING OR Material used in forming joint slay be left place if it is locations, roll t ^gee showing section lengths, splice corpreesible Me Wahl In such de the.following pot spacing and anchor bolt setting must be �—�i"Dla submitted to the Engineer for approval. ON BRIDGE SLAB CIP RETAINING WALL ibterla ls: Iglyetyrene, molded cork granules, sponge rubber' ' Drain Hole Average weight of railing: 102 plf-Cone (with no Overlay) SECTIONS THRU RAIL Soot, etc. RAIL CAP DETAIL 23 g11-Steel b. Q Sane as Slob°Caning ©'/a'Mtn-y.•Max q• Texas Deportment of Transportation Dia Holes 1%s'b1 A" Outside u4�., r--1 Nikkei lYrls.'m . _ � M 1 y careeei I I 0 10.Min-1'-6"Max If turn-downs are omitted. _— ©rop laglrudinal idb bar y be odjunled Iotaal ly 11 PEDESTRIAN RAIL �3"plusor minus ttjerailreinforcingsc, I-a One shop piice per panel is permitted (win,minimum -- 4.Fr.. I I 85 percent penetration). The weld nary be sauore groove or' 1 I single yes groove. Grind smooth.• a '/R"PL II ®2"Srd Pipe 12.375`0.0., 0.154•wall thlakneee) yr ad - — , `,// 03"Sid Pipe (3.500.0.0., 0.216"wan thickneeu - 10 TYPE PR2 :" * ' ,ram .•Weil.. JTR a. '�" �".' = \Roodwoy @ 1%"Srd Pipe (1.900`O.D., 0.145.wall thickness) me rlstdoxs.sam w.reed j j TpOI -yw � Face of V"pia 4. ®ixe7 April ids aim e BASE PLATE DETAIL pnraoet OPTIONAL u BOLT 02%"Sta Pipe 12.675"D.D., 0.203"wall thickness) — — a.uiwe e.rw.""sir "`r `t`s or'a �Oi - BARS V (e4) BARS U (a41 m.m' .emu """" UffIL Imlw /J3/23 RELEASED FOR CONSTRUCTION o REDS RATISON o WELSH�S.MAM-IbN6STREET CARPUS omen.Texas 78404 PUBLIC IMPROVEMENTS TO s s e anon.P.R Ba o .corn QUEEN'S CROSSING UNIT 2 �+W t ...poem services Engineer CORPUS CHRISTI,NUECES CO.,TX City mlCorpus MIN TXD0T PEDESTRIAN RAIL - TYPE PRO •rte e.oe.,r vv..or.aeons,ul.e molasses,' ,•" scar i.ii ". w''' d.e norm nVm/rr sitter or yo Air _ - - �,... .n`A ..,_ - �.[.,�..0 -4 ^� •e fir! Rm.T L,:�.... y ..m,..1=xi , ........ 'i„,.::,..... - _.r • 1 �. J,�. `-'._ B '' a .. ...� • r `f 9;ti Tf1 _I--.A' .MTMEaJrm� CaS-• V II I 'r'S'_Sr �r _M WirILMB1MAr? memafrwamir,- rm ATALEIAgrfAlfll "—' _II_� -----� -----� .mrrLrrLrxArrA .,,..,, _fir... ^e,^.[W.. _ _ I I I • .rm 7` s_ s .- .;.r 4- Of7 i "\ 1 1 �• —•0 •�•• -- vu Fe u riwwri riuLAar</r.. .J- "'"••" y AA rT.l,!-ArrA.rrLw rrAr s•.uAwAx! ,,,. i PUN NEW surf BLOCK ® • '® -<. 0.4 SC Um- i.., /..e ,....._... 421211 ^ ~ .�. i' ._ �,..a• _ wre+wrsi �� yL'AC'9i Cs.L"' 't �.,y_ rT, ;ItFI-r.. e.�y i ;...0 _ � COYER®K �1 1�� -n.-..... F�IS_ _ all/n•vu.-- u u y L r _ .... _ .,...... ---".r_ ..W.. 4 s ♦ "` 1 1� fWJJ G C L:S.C" sxsm a - "w_ •i irldill ..m-r,.. `i li FOT DUAL .HEW INCKSTDETA0.3 16CA.wAaE1 -.- •1 l� ^+ .� _ P- _ -= i o rforr.0 cRA¢SECTION�- MO SECTION p I,I ;,,I., i .,. . :I.= % .S,:d— �. ., _J 3 1 wuvsmur erwnw<o •Sea .,.� .-- . • g r.� j- ---, :" '7�i a COKR sr,..;W FRAME SECTIONraTAI uu�i°"s��•., � r: In \ swot yr'�' W •••u• � �•'• �•� fig an•IRAAVAAZ..110wrAUAnac �pE SECTION r•••=• SECTOR S' �`�•���_ ,, Tay.?T�. - _ �_w:.n ....eoYArwnwxrAL !/pARtllt! r',Ar PiGMner ."'-'a 1rfIFrI4NMY/ .-.a e_„ a lc .. .�...,�.. V, a... - .. .._s. _ e _ ,� _ ate•a m '�R:• �. IROAPAYNR.-A.r. ARN TAB"` - — .[�,A.rF<Y .® -�i�: rt:�, r- " ' .-_ ....., _..:�_....___-._ _,_ !- --.._.._._.._, .=_._..� _•_..�.�.— _ a.._...,,-_ E,.ems mil y , ��r �:+ - Mr, rc—L •®1 n �___e_- _,_ raw_ ter ,t ST:.st".- �� ' i RAxsAron.Brsra,erracL.v .., e~;, , F s 1-�- �„ m = __ 'L�.L_� 11 - I. .. A�.,..A.A.Ltl,N• Aeon API,LIXA„AMr 771 NBr,AW ALVIAIIAL a<.6.LY[YACARAWO,lIL • -"'" "f..r."' = 7::r . ,, I YCrMrAI IiYLLI AMR VlARTAL ter....-. ',' :L.L:,va••• u errrsl�v A. [[W..sAw ,. ✓ �.rAI1r.L<PAW aAW I ArKiQ,I<ILIALLrrAL 1 „A� �i'a'� ""' w�.�. ...... '� Arrr Ao>7dAoarLAcmA s r� ,\?a - - i i F.ss'3... -s _�.4r =m.e.. i zR '. _ =gin = =-=- _ _ u' �.�;_ 05/03/23 ems-= r� .� _2 ,�_ --� �- - _I - - �,- H BASS AND WELSH ENGINEERING 1 RELEASED FOR CONSTRUCTION n`REGISTRATION ORPUS CNxrso.MAAss.T Ea STREET Ire PUBLIC IMPROVEMENTS TO r- P I sae_ _ Brie A.Whitmire.PR CM,Ow QUEEN'S CROSSING UNIT 2 �r �ArE.I�Aw Aurs)nar warn....Ts ,= �•... s " Development Services EnyAwr CORPUS CHRISTI,NUECES CO..TA e�•--• i-�T_ Canes COWS�A'B CITY STANDARD STORM WATER DETAILS cm PCC tar sva.x Aw To aoav -at w__ .m Sr`n. . .,.m..'„.....:,..-..:,.,.:—„.:-:...:.,.....,.:j,.,1...-..,,-.oZ,.A,:--,1,r.,,--..,...ig.—.=...„r E—,.,,,...:.="m.:..:,'r.f...,.i7......,..,?.--,.. - ins- _ _ Irintti i a, ''' -, .low 3. !� __ :te _.-__ „_ , HBERWA9S MANHOLE rm CONCRETE M/JIHOIE ��„�e,� =w FRP INSERT REHA&LRATION OF COSTING MANHOLE FRP INSERT PIPE SEAL DETAIL Milli'B E ^•ter :A'try., G a u WASTEWATER MANHOLE(BOTTOM) PIPE SE1 Ill AL DETAIL _" LT.".d- B � .; pp �.__. - , MAIHIKKE PROTECTION IN UNPAVED AREAS ))! I ti� ,.. GENERAL WASTEWATER C• gIBIgI.cno,iQPATES ICULTNA�EDTNPECMLI n.—I— i ! .w_ _._.COVER MAN VIEW 1 _w .u...w 101111_, —w D= =7 _ •••"••••••••,ram MANHOLE PROTECTION a memo NEAR sc �.y-5_!.m-.p.�..M m..'.'. ' FORCE MAIN DISCHARGE MMIOIE OETAL uwm.._w...,:.....,...n...:.:o:.„.,..,° IRESI0ENT1Ay : BECIIOHa MgaCOVER i�IDaHYNM APPROVED UST k.. H- .....„___:„.....„.„ iiii,,,,r, ..............- ,...........„..... ____,„ ..„..,.... -- r.,.........\ . : ..,". ...........u....,..,....,..... ...,..,............. ........._ . .......„. ...„,,,,,,,„ .. ..... ` - - 11 _m. _s =•.,TO.,CABHO DETAIL \, =�r'Y'.a-�.. t Miltfil#1101/1/... ,,,,,,,,,,,,,,,„.•,• ...1=1.= 1 ss�e RirxImM �.- ,•®:• �LI i PzT�SCCAeeGDETAIL ' ®-- - -- KO • ---'- -w_._.. FRONT VIEW -`—�SIDE VIEW i S MN — • -- _ BOLLARD DETAIL DEEP CUT SERVICE CONNECTION „„.,.,-.,:..r-i:.....,.- i AIR RELEASE VALVEAMMNBIOIE sr:—�'•: :^w••• •-w-. - s,IV W �v -�_, w •••:. Ll'al TRENCHEMENTLL FOR WASTEWATER LINES r �- CASING DETAIL AND PAVEMENT REPAIR FOR UTILITIES 11 !Mil j Gd -w w -°r GENERAL NOTES FOR BACNFILL { MIALAYALAA -- A 10...'_.aoT' lILISAILILEINELEARATEJSED ArAvED AREAS PAV E 0 V E S7= I SERVICE CONNECTIONNOTES: Bam g sy ' . — wo '.-- 7• • c---a: gi r �'_ O -Fr'- Yi CASNANOTES. w. - "wa ` liwt. - % � I PIAN /' cLEANOUT Boar d r<a O• 4.7, __ ... Z.' .:UM=.-'•• t Y �.! w�•m- -- re' DiON AARION BB Ns wn_tl ,,n ga L SERWCE CONNECTION METALS STANDARD SERVICE MARID:R'oa_a_mr TYPICAL CAST IRON CLEANU]l(f BOOT Y� e..-_..,.. � r• VT 03/23 BASS AND WELSH ENGINEERING RELEASED FOR CONSTRUCTION DI REGISTRATION NO.F-52.SON N.MAMEST STREET CORPUS CHRISTI.TW:S TNN Whitmire. UBLIC IMPROVEMENTS TO .e,vE..CM,GPM QUEEN'S CROSSING UNIT 2 .empm..I Services Engineer CORPUS CHRISTI,NUECES CO.,TX ury of Corpus Christ CITY STANDARD WASTE WATER DETAILS _ mot scsRE. ''_'° coo oo. CAT-AD suu py. _Cann- ... .ma, -s .(v.:: -.came- m'... _-.. 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I se. ....T.r.;:: ..^:rTire. ....-..T.. -'Al*04/33/23 AM.11.. 11• -361M.0 -1 1110.0.1111/121•6 -7 1•0011111N11110•1•61.0011.11071ION Millr/110111•16/11•111•10, nmsmoin mar=r 'VIT..f..M.V.C...". 17•1=11011/11111MAY10). ........ ........ ..”..sit ...•...,=.77-.- i ::-..-•-•"1.= I.•••••• _temeaLIMAJLIMIEL ler...,..... BASS AND WELSH ENGINEERING RELEASED FOR CONSTRUCTION 7x AMMO.PO.P-53,3054 I.ALAMEDA STREET CORP.DOM.YEKA5 711404 , erla A WhiOnlre. IA(63) Devobcfnonl Ser..Coginopf PUBLIC IMPROVEMENTS TO R ..CM.CP QUEEN'S CROSSING UNIT 2 CORPUS CHRISTI,NUECES CO.,TX Clry of Corpus 0430411 CDT STANDARD WATER DETAILS e V d- 1�+:7' i A ."' < fir—. .zr i t`.... . ...,n.uw ...�w.o„,u..,. rrwu..n.•,a J..h r� 1:�".'t` a' "„c'•'r ��' .. 1. .a._ •' n y 1.....,w>. ..,. wr. way w f. n „= xera vr.2:; _ it r1... .mom. . * �. ' s ...,.,r .. ,r,�- .. _... .•,•e:.',x..r,w,. r ....,..0 z"i ?4 s", sue' m "w" .s � � ` ...... _- .-nn.,.mv-r,n•rxss,,,Z. ill .1 rig Nt! a- .w .1 Z.N.li { ggeR'39-ere. ..._ Mr wr.rJ.. .. - .;'\O!. �\C-7aat^ I _s+ai.ate.,,oN A.A DA 1 am..-e.... •-- P t • Lam.h.,x4MR,u.r 1,-. ,•-• ,v.-.•.w • MMtifl� r rna Ra uu„�e/z _ .. . T.. .I. -:.:... O8/03/23 BASS AND WELSH ENGINEERING nilliagilLitgaggialMilail TX REGISTRATION NO.E-52.3054 S NJAIESA STREET PUBLIC IMPROVEMENTS TO io t♦11AOOIOR►i.011.CN1 QUEENS CROSSING UNIT 2 CE1M1PoCwwolrf p1wr CORPUS CHRISTI,NUECES CO.,ClwateoiwoCkelo wr:e.rwlsrrRrurwr.en.s ar CITY PEDESTRIAN CURB RAMP STANDARD DETAILS w<er:aE..w`arrenc RSA,- .k you: as so SITE DESCRIPTION • EROSION AND SEDIMENT CONTROLS snm PROJECT LINOS: QUEENS CROSSING UNIT U STORM WATER MANAGEMENT:STORM WATER DRAINIO,F MI 1 RH PROW,. By THE STREET sItc.IN ANn.AnSIOF DITCHES Cu.A. PROJECT DESCRIPTION: THE PRIMARY ACTIVITIES WILL BE PAVEMENT EARTHWORK AND CONSTRUCTION.STORM GUTTER WILL CARRY THE RUNOFF TO THE COLLECTION POINTS MAINTENANCE ALL EROSION AND SEDIMENT CONTROI S WII I RE MAINTAINED IN GOOD SEWER AND MALTY CONSTRUCTOR AND LOT GRADING WORKING ORDER IF A REPAIR S NECESSARY N WRI RE NE AT THE EAPI ZEST DATE SOIL STABILIZATION PRACTICES. POSSIBLE BUT NO LATER THAN 7 O NFNDER DAYS AFTER THE SURROUNDING EXPOSED GROUND HAS DRIED SUFFICIENTLY TO PREVENT FURTHER DAMAGE FROM HEAVY EQUIPMENT. MAJOR SOIL DISTURBING ACTMTES. PAVEMENT EARTHWORK AND CONSTRUCTION,LOT GRADING A _ TEMPORARY SEEDING THE AREAS ADJACENT TO CREEKS AND DRAINAGEWAYS SHALL HAVE PRIOR.FOLLOWED BY STORM SEWER AND UTILITY CONSTRUCTOR _ PERMANENT PLANTING.SODDING.OR SEEDING BY DEUCES PROTECTING STORM SEWER INLETS. - MULCHING TOTAL PROJECT AREA: 19.717 ACRES SOIL RETENTION BLANKET INSPECTION WILL BE PERFORMED RY AN INSPECTOR EVERY WEEK AS WELL AS - BUFFER ZONES INSPECTION:ALL TOTAL AREA TO BE DISTURBED: TT ACRES _ PRESERVATION OE NATURAL RESOURCES AFTER EVERY HALF INCH OR MORE OF RAIN(AS RECORDED ON NON-EREFZING RAIN faIJGE TO BE IOGTED AT THE PROJECT SREI_AR_INSPECTION AN MAINTENANCE REPORT W''L.BE OTHER.DISTURBED AREAS ON WHICH CONSTRUCTOR ACTH.HAS CEASED(TEMPORARILY OR MADE PER EACH INSPECTION BASED ON THE INSPECTION RESUI TS THE CONTROLS SHALL BE WFONI(A RUNOFF COEFFICIENT SSS PERMANENT)SHALL BE STABII!ZED WITHIN 11 DAYS UNI FAS ACTMTIES ARE SCHEDULED TO REVISED PER THE INSPECTOR REPORT. (RER CONSTRUttION): RESUME AND DO WITHIN P1 DAYS. CONTRACTOR SHALL PROVIDE A WASH OUT AREA FOR CONCRETE TRUCKS.THIS WASTE AREA SHALL LS: E%STING CON OF OF SOIL W VUT1VE DE THEMLE AT A LOCATION THATNOT ALLOW ANY DEERS OR TI TO TIOT TO ENTER CPVER AND S R EXSTING VEGRAINE CO✓ER: VCT RN CLAY 0-1 SALINE X SLOPES STRUCTURAL PRACTICES: THE INLETS OR STORM SEWERO SYSTEM..TIO.W MEASURES SHALL BE L TAKEN TO PROTECT THE SURROUNDING NG ALL FROM MATERIAL SHW.WASH ET DEA SHALL BE ELSTS OR UPON PROJECT — SILT FENCES COMPLETION..JOBIALL WASTE CONSTRUCTOR WASTE BE COLLECTEDIALSHALL AND SECURELY SIRED UNTIL REMOVAL NAY BALE mu FROM JOBSOE. NO GDNStftUCTpN WASTE MATERIAL SHNL BE BURIED DNSITE. ROCK BERMS NAME OE RECENT.WATERS: QSO CREEK DIVERSION,INTERCEPTOR.OR PERIMETER DIKES SANRARY WASTE: ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS NECESSARY. -DIVERSION,DIKERANDTISW,OR PERIMETER SAKES NARRATIVE-SEQUENCE R CONSTRUCTION(STORM WATER MANAGEMENT)ACTIVITIES: _DIVERSION,DIKE AND SWALE COMBINATIONS _ PIPE SERE DRAINS OFFSITE VEHICLE TRACKING: THE ORDER Of JOT SII WILL BE AS FOLLOWS: ROVED BEDDING 1 STORM WATER RSLIT FFNCM'C Is MET VINO D LA —ROCK BEDDING AT CONSTRUCTIONCONSTRUCTION EXIT LOAD ROADS DAMPENED FOR OUST CONTROL C ODM_WATfR AND POTAPo Ey�fRI STREET EARTHWORK AND PAVING AND LOT _ TIMBER RAINING AT CONSTRUCTION E. LOADED HAUL N TRUCKS i0 ME COVERED ROTH TARPAULIN GRADING _CHANNEL LINERS _EXCESS DIRT NS ROAD N NTRD DAILY GRADE PROPOSED PAVEMENT TO SUBGRADE ELEVATION COMPACT _SEDIMENT TRAPS STABILIZED CONSTRUCTION ENTRANCE 2 SUBGRADE CONSTRUCT PAVEMENT _SEDIMENT BASINS -STORE INLET SEDIMENT TRAP REMARKS 3. UPON COMPLETION DE CONSTRUCTION,PING TEMPORARY I CONTROL ARE NES _CS OUTLETG STRUCTURES OAT S.I L DISPOSAL AND CONTROL THE AMOUNT OE IN 0101 THAT MAY ENTER RECEN�NG WILL REMAIN IN PLACE UNTIL LANDSCAPING OR PATIO GRASSES ARE IN CURBS AND GUTTERS STREETS. d5>O NS AREAS sr STAGING NOT RE LOCNDED LET WETLAND EATER SOSv R PALE. STORM YSEWERS CONSTRUCT CONTHE CONT RI AREAS AND VEHICLE MAINTENANCEUAREAS SHALL BE VELOCITY CONTROL DEVICES WATERWAYS AL THE CONTRACTOR IN A MS POTS TO MINIMIZE TEMPORARY THE RUNOFF OF ENT,TEMPO.ALL BRIDGES.S SHALL FA CLEARED AS SOON AS POSSIBLE OF BSTRURARY ENLACED TEMPORARY BRIDGES.MATTING.RAT T.PILING,DEBRIS OR OTHER OBSTRUCTIONS WO PLACED DURING CONSTRUCTION OPERATIONS THAT ARE NOT A PART OF THE FINISHED WORK. CONTRACTOR SHALL PROVIDE ALL PERMITS AND INSPECTIONS AS MAY BE REQUIRED BY ICED AND EPA.WIN NACTUR SHALL PRWIUE NUI AND NOT. A RECOMMENDED OE-IN METHOD ` M15 • • BALED MAY OR STRAW 1 FILTER FABRIC `\ \ WITH REINFORCEMENT f/ �A{LSWIMBMY a�' 6'(15cm)TO 8120cm) 2'X 21]B' vXBeIlCM11''6CTE���ffiiddll MIN.FABRIC IN TRENCH �., (5cm X 5CM Al in) PLAN A WOOD PEGS en.' T:.t^.r;A� ''`',W,�ARI'i A'(1.2m)STEEL OR \ M1ry c 0 `,p.-tl'U WOODD POSTS(MAX.B.) (2.0m)SPACING \ELEVATION � A\51 PLACEMENT FOR BALED HAY FILTER DAMS c/ A �Ea,FE (5 cm) a\ MIN.FABRIC IN TRENCH • .. 9ACKFILL � FILTER FABRIC flfm'.'if ' 3'(0.9m)MIN.WIDTH (15 Pm) 03/03/23 aV� ,Lys 1'-PAIN A\\ , \. (PAW)MIN NOTE:SHALL N T BE BASS AND WELSH ENGINEERING 90' ALLOW NOT BE RELEASED FOR CONSTRUCTION)\ N D.E-TSB.3054 S.AIAMEDA STREET MEOWED AS A d REGISTRATION RPUS CHRISS.TEXAS TWA SECTION A-A REINFORCEMENT CO MATERIAL PUBLIC IMPROVEMENTS TO SEDIMENT CONTROL FENCE BI A.Whitmire,P.E..CM DAB QUEEN'S CROSSING UNIT 2 Development Services Engineer CORPUS CHRISTI,NUECES CO.,TX cxx dcorpus cnnm STORM WATER POLLUTION PREVENTION PLAN �m.<o,.......NGA isuuc 3.0.6.F. ��J -' w' wT[MRmn AI,RW/T/R.T SMEDr AID, NIXON M.WELSH,P.E.,R.P.L.S. BASS WELSH ENGINEERING 3054 S.Alameda St. Email:NixMW1@gmail.com TX Registration No.F-52 361 882-5521' FAX 361 882-1265 Survey Registration No.100027-00 P.O.Box 6397 Corpus Christi,TX 78466-6397 QUEENS CROSSING UNIT 2 12"WATER GRID MAIN REIMBURSEMENT ESTIMATE 02/06/2023 WATER ITEMS REIMBURSABLE BY CITY ITEM DESCRIPTION QUANTITY UNIT COST TOTAL 1 12"PVC PIPE 1881 LF 90.00 169,290.00 2 12"GATE VALVE WITH BOX 4 EA 6,000.00 24,000.00 3 12"EL,ANY ANGLE 7 EA 1,300.00 9,100.00 4 12"TEE 8 EA 2,000.00 16,000.00 5 12"X 6"REDUCER 1 EA 900.00 900.00 6 6"PVC PIPE 31 LF 50.00 1,550.00 7 6"X 30"PVC PIPE NIPPLE 3 EA 550.00 1,650.00 8 6"90"EL 1 EA 800.00 800.00 9 6"GATE VALVE WITH BOX 2 EA 1,500.00 3,000.00 10 FIRE HYDRANT ASSY 4 EA 6,500.00 26,000.00 11 PAVEMENT PATCHING 1 LS 6,500.00 6,500.00 SUBTOTAL $258,790.00 10%CONTINGINCIES $25,879.00 SUBTOTAL $284,669.00 7.5%ENGINEERING,SURVEYING,&TESTING $21,350.18 SUBTOTAL $306,019.18 LESS WATER ACREAGE FEE,COMMERCIAL -11,799.80 LESS WATER ACREAGE FEE,RESIDENTIAL -8,304.45 TOTAL AMOUNT REIMBURSABLE $285,914.93 Exhibit 4 Go�Qus °yR,�, Exhibit 5 OI� m� DISCLOSURE OF INTERESTS \�ito y l .* 7_ Development Services Department 2406 Leopard St.Corpus Christi,TX 78408 I Phone:361.826.3240 I platapplication@cctexas.com 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: LSK Development LLC STREET: P.O. Box 8155 CITY: Corpus Christi ZIP: 78468 FIRM is: ❑Corporation ❑ Partnership ❑ Sole Owner ❑Association ❑ Other LLC 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) NA 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 NA 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 NA 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 NA CERTIFICATE (To Be Notarized) 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: Pk}( 43,aLI Title: I71�I >it.1'ti{ (Print) Signature of Certifying Person: Date: I 1 }S >3 Land Development Division I Form No.4011 Revised 6/13/19 I Page 1 of 2