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HomeMy WebLinkAboutC2020-218 - 6/23/2020 - Approved Cg WATER ARTERIAL TRANSMISSION AND GRID MAIN CONSTRUCTION AND REIMBURSEMENT AGREEMENT STATE OF TEXAS § COUNTY OF NUECES § This Water Arterial Transmission and Grid Main Reimbursement Agreement ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipality, and MPM Development, LP, ("Developer/Owner"), a Texas Limited Partnership. WHEREAS, the Developer/Owner, in compliance with the City's Unified Development Code ("UDC"), has a plat, approved by the Planning Commission on October 16, 2019 to develop a tract of land, to wit: approximately 446.408 acres known as Kings Landing, Corpus Christi Texas as shown in the attached Exhibit 1, the content of such exhibit being incorporated by reference into this Agreement; WHEREAS, under the UDC, the Developer/Owner is responsible for construction of the Arterial Transmission and Grid main extension ("Grid Main Extension"); WHEREAS, it is in the best interests of the City to have the Grid Main Extension on 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; WHEREAS, Developer/Owner has submitted an application for reimbursement of the costs of extending a Grid Main Extension as shown in Exhibit 2, the content of such exhibit being incorporated by reference into this Agreement; WHEREAS, Developer/Owner is contracting with City pursuant to a Participation Agreement for oversizing required for the Water System in the amount of$874,000. NOW, THEREFORE, in consideration of the mutual promises and covenants contained in this Agreement, the parties do covenant and agree as follows: 1. TRUSTEE LIABILITY. The City is executing this agreement as trustee of the Water Trust Fund pursuant to UDC §8.5. The City is acting as trustee to further its governmental functions of providing water and sewer service. Texas Constitution Article 11, Section 3 prohibits the City from 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. SCANNED 2. REQUIRED CONSTRUCTION Developer/Owner shall construct the Grid Main Extension in compliance with the City's UDC, the City's Infrastructure Design Manual, and all local, state and federal laws, codes and regulations, in accordance with the plans and specifications submitted to the City's Development Services Department and reviewed and approved by the City's Development Services Engineer. 3. PLANS AND SPECIFICATIONS a. Developer/Owner shall contract with a professional engineer licensed in the State of Texas and acceptable to the City's Development Services Engineer to prepare and seal plans and specifications for the Grid Main Extension, as shown in the attached Exhibit 3, the content of such exhibit being incorporated by reference into this Agreement, with the following minimum requirements: 1 16"PVC PIPE 5665 LF 2 16"TAPPING SADDLE& 16"TAPPING GATE VALVE W/BOX 2 EA 3 16"TEE 23 EA 4 16"GATE VALVE W/BOX 12 EA 5 16"CROSS 3 EA 6 16"EL,ANY ANGLE 21 EA 7 16"X 12"REDUCER 1 EA 8 DEWATERING FOR 16'PVC PIPE 1150 LF 9 TRENCH SAFETY FOR 12"&16"PIPES 6041 LF 10 12"GATE VALVE W/BOX 2 EA 11 12"TEE 5 EA 12 12"PVC PIPE 376 LF 13 12"CAP TAPPED FOR 2" 1 EA 14 AIR RELEASE AND VACUUM VALVE IN FG MH 2 EA 15 FIRE HYDRANT ASSEMBLY 17 EA 16 6"X 30"PVC PIPE NIPPLE 54 EA 17 6"90°EL 17 EA 18 6"GATE VALVE W/BOX 17 EA 19 UTILITY EASEMENT 1 L5 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 specification must be approved by the City's Development Services Engineer. 4. SITE IMPROVEMENTS Prior to the start of construction of the Grid Main Extension, Developer/Owner shall acquire and dedicate to the City the required additional utility easements "Easements", if necessary, for the completion of the Grid Main Extension. 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. 5. PLATTING FEES Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 2 of 11 Developer/Owner shall pay to the City of Corpus Christi the required acreage fees and pro-rata fees as required by the UDC. 6. DEVELOPER/OWNER AWARD CONTRACT FOR IMPROVEMENTS Developer/Owner shall award a contract and complete the improvements to Grid Main Extension, under the approved plans and specifications, by within 18 months of the approval of this Agreement by City Council. 7. TIME IS OF THE ESSENCE Time is of the essence in the performance of this contract. 8. PROMPT AND GOOD FAITH ACTIONS The parties shall act promptly and in good faith in performing their duties 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. 9. DEFAULT The following events shall constitute default: a. Developer/Owner fails to engage a professional engineer for the preparation of plans and specifications by the 10th calendar day after the date of approval by 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 project under the approved plans and specifications. e. Developer/Owner's contractor fails to complete construction of the project, under the approved plans and specifications, on or before within 18 months of the approval of this Agreement by City Council. f. Either the City or Developer/Owner otherwise fails to comply with its duties and obligations under this Agreement. 10. NOTICE AND CURE a. In the event of a default by either party under this Agreement, the non-defaulting party shall deliver notice of the default, in writing, to the defaulting party stating, in 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. Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 3 of 11 c. In the event the default is not cured by the defaulting party within the Cure Period, then the non-defaulting party may pursue its remedies in this section. d. Should Developer/Owner fail to perform any obligation or duty of this Agreement, the City shall give notice to Developer/Owner, at the address stated in section 12, of the need to perform the obligation or duty, and should Developer/Owner fail to perform the required obligation or duty within 15 days of receipt of the notice, the City may perform the obligation or duty, charging the cost of such performance to Developer/Owner by reducing the reimbursement amount due Developer/Owner. 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. 11. FORCE MAJEURE a. The term "force majeure" as employed in this Agreement means and refers to acts of God; strikes, lockouts, or other industrial disturbances; acts of public enemies; insurrections; riots; 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 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. Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 4 of 11 12. NOTICES a. Any notice or other communication required or permitted to be given under this Agreement must be given to the other Party in writing at the following address: 1. If to the Developer/Owner: MPM Development Attn: Moses Mostaghasi PO Box 331308 Corpus Christi, Texas 78463 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 required by the paragraph may be 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 of address for notices by giving notice of the change under the provisions of this section. 13. THIRD-PARTY BENEFICIARY Developer/Owner's contracts with the professional engineer for the preparation of the plans and specifications for the construction of the project, contracts for testing services, and with the contractor for the construction of the project must provide that the City is a third-party beneficiary of each contract. 14. PERFORMANCE AND PAYMENT BONDS Developer/Owner shall, before beginning the work that is the subject of this Agreement, furnish a performance bond 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 Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 5 of 11 as a joint obligee. The bond must clearly and prominently display on the bond or on an attachment to the bond: (1) the name, mailing address, physical address, and telephone number, including the area code, of the surety company to which any notice of claim should be sent; or (2) the toll-free telephone number maintained by the Texas Department of Insurance under Subchapter B, Chapter 521, Insurance Code, and a statement that the address of the surety company to which any notice of claim should be sent may be obtained from the Texas Department of Insurance by calling the toll- free telephone number. 15. WARRANTY Developer/Owner shall fully warranty the workmanship of and function of the Grid Main Extension and the construction thereof for a period of one year from and after the date of acceptance of the facilities by the City's Director of Engineering Services. 16. REIMBURSEMENT a. The cost for the Grid Main Extension less $145,689.92 lot/acreage fee credit and $874,000 for participation agreement is $154,126.23. 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 Grid Main Extension up to an amount not to exceed $154,126.23 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 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 as detailed in Exhibit 5. c. Cost-supporting documentation to be submitted shall include: 1. Summary of Costs and Work Performed Form provided by the Development Services Department 2. Contractor and professional services invoices detailing work performed 3. The first reimbursement request requires submittal of invoices for work performed. Future disbursements shall provide evidence of payment by the developer/owner through a cancelled check or bank ACH for the previous submittal. The final reimbursement request shall require evidence that all invoices to date have been paid. d. To be eligible for reimbursement, the work constructed in a good and workmanlike manner, and must have been inspected and accepted by the City. The City agrees to conduct periodic inspections and approve the progress of the work at key points during construction. Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 6 of 11 The final 5% of the total contract reimbursement amount will be held as retainage until such time the City issues acceptance of public infrastructure in accordance with Unified Development Code. e. In the event that this Agreement is terminated by the City 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. 17. PAYMENTS, CREDITS AND DEFERRED REIMBURSEMENT. All payments, credits, priority of reimbursement, and deferred reimbursement shall be made in accordance with UDC §8.5. Developer/Owner understands and agrees that if funds are not available in the Water Arterial Transmission and Grid Main Trust Fund, that reimbursement will not be made until such funds are available, appropriated, and this Agreement has priority per UDC §8.5.1. C. 18. INDEMNIFICATION Developer/Owner covenants to fully indemnify, save and hold harmless the City of Corpus Christi, its officers, employees, and agents, ("indemnitees") against any and all liability, damage, loss, claims, demands suits and causes of action of any nature whatsoever asserted against or recovered from city on account of injury or damage to person including, without limitation on 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 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, Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 7 of 11 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. This indemnity shall survive the expiration or earlier termination of the agreement. 19. ASSIGNMENT OF AGREEMENT This Agreement may be assigned by Developer/Owner to another with the written consent of the City's City Manager. 20. 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 6. 21. EFFECTIVE DATE Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 8 of 11 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. 22. DEDICATION OF GRID MAIN EXTENSION. Upon completion of the construction, dedication of Grid Main Extension will be subject to City inspection and approval. 23. CERTIFICATE OF INTERESTED PARTIES. Developer/Owner agrees to comply with Texas Government Code section 2252.908 and complete Form 1295 Certificate of Interested Parties as part of this agreement. Form 1295 requires disclosure of"interested parties" with respect to entities that enter contracts with cities. These interested parties include: (1) persons with a "controlling interest" in the entity, which includes: a. an ownership interest or participating interest in a business entity by virtue of units, percentage, shares, stock or otherwise that exceeds 10 percent; b. membership on the board of directors or other governing body of a business entity of which the board or other governing body is composed of not more than 10 members; or c. service as an officer of a business entity that has four or fewer officers, or service as one of the four officers most highly compensated by a business entity that has more than four officers. (2) a person who actively participates in facilitating a contract or negotiating the terms of a contract with a governmental entity or state agency, including a broker, intermediary, adviser or attorney for the business entity. Form 1295 must be electronically filed with the Texas Ethics Commission at https://www.ethics.state.tx.us/whatsnew/elf info form1295.htm. The form must then be printed, signed, notarized and filed with the City. For more information, please review the Texas Ethics Commission Rules at https://www.ethics.state.tx.us/legal/ch46.html. 24. CONFLICT OF INTEREST. Developer/Owner agrees to comply with Chapter 176 of the Texas Local Government Code and file Form CIQ with the City Secretary's Office, if required. For more information and to determine if you need to file a Form CIQ, please review the information on the City Secretary's website at http://www.cctexas.com/government/city- secretary/conflict-disclosure/index 25. AUTHORITY. All signatories signing this Agreement warrant and guarantee that they have the authority to act on behalf of the entity represented and make this Agreement binding and enforceable by their signature. Remainder of page intentionally left blank; signature page to follow. Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 9 of 11 6. EXECUTED IN ONE ORIGINAL this �� day of , 2020. ATTEST: CITY , (OPUS CHRISTI /7' / A V Re.-cca Huerta Ray on. HI City Secretary I J nuDirect.r, it'-velopment Services fT COtinell.. c a 3 r�- SECRETARY APPROVED AS TO LEGAL FORM: 2 :4 kms. /o-zo Buck Brice (Date) Assistant City Attorney For City Attorney Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 10 of 11 DEVELOPER/OWNER: MPM Development, LP. PO Box 331308 Corpus Christi, Texas 78463 <4- Th Moses Mostaghasi, General Partner STATE OF *G4 § '1'M § COUNTY OF VI & § This instrument was acknowledged before me on 4o , 2020, by Moses Mostaghasi, General Partner, MPM Development, LP,aexas Limited Partnership, on behalf of said corporation. NYLVIAthitUAL <tPRY''%%•••• CYNTHIA BUENO > Notary Public's Signature 4 _, •c; ID# 1178588-3 *= Notary Public 4 _;r' _,0Ic STATE OF TEXAS 4 '°•'�o, ••^ My Comm. Exp. 11-04-2023 Kings Landing Arterial Transmission and Grid Main Reimbursement Agreement Page 11 of 11 — _ -- —_ j;TXDOT Notes: r 4. 41.A Traffic Impact Analysis(TIAs shall be required for the ultimate 15 year development Lk.it1L •"".a �+ forecast for the intersections and access locations within 3500 feet of both sides of the subject ,,,, property line along IM r 43, This TIA shall be required during the public impovement stage of .44.1. " e.. :this plat,prior to TxDOT Access Permitting for new streets,or City Site-work Permitting. LL ..,.,.:.., '��,4ill t —_ 7 X— 2.No access locations beyond those identified herein shall be authorised for plats or re friars .,- III a; without a variance for lots adjacent to State Right.Of.Way.A.variance may be granted on a • FE' case by case basis when the Owner Of their agent provides significant justification of a public need for additional access. 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APPLICATION FOR WATER REIMBURSEMENT We, MPM Development, LP, P.O. Box 331308, Corpus Christi, Texas 78463, owners and developers of proposed Kings Landing Unit 1 subdivision, hereby request reimbursement of $154,126.23 for the installation of the 12' and 16' water grid main lines in conjunction with said subdivision, as provided for by City Ordinance No. 17092. $1 ,173,816.15 is the construction cost, including 7.5% Engineering and Surveying, as shown by the cost supporting documents attached herewith. giga-12tao ostaghasi, President Date MPM Development, LP. THE STATE OF TEXAS § COUNTY OF VI.U.Q § This instrument was acknowledged before me on i' aa. , 2020, by Mossa Mostaghasi, President, MPM Development, L , a Texas Corporation, on behalf of the said corporation. "el;''':;\ CYNTHIA BUENO > Nota Public in and for the State of Texas _� r \' ID# 1178588-3 Notary Public ":Nq +e� STATE OF TEXAS ,oF H,,, My Comm. Exp. 11-04-2023 A . a v v v v v v v v v v • Exhibit 2 APPLICATION FOR WATER LINECREDIT We, MPM Development, LP, P.O. Box 331308, Corpus Christi, Texas 78463, owners and developers of proposed Kings Landing Unit 1 subdivision, hereby apply for $145,689.92 credit towards the water acreage fees for the installation of 12" and 16" Water Grid Mains in conjunction with said subdivision as provided for by City Ordinance No. 17092. $1,173,816.15 is the construction cost, including 7.5% Engineering and Surveying, as shown by the cost supporting documents attached herewith. _dill ---.-1 _ .--/-.-- - Ot124,6 20 Moss. ostaghasi, President Date MPM Development, LP. THE STATE OF TEXAS § COUNTY OF Wi .te-0 § This instrument was acknowledged before me on $'�- , 2020, by Mossa Mostaghasi, President, MPM Development, LP a Texas Corporation, on behalf of the said corporation. • i'tP�Y.,.,,,,,,.14,•, CYNTHIA BUENO ,�o,--�B,� > Notary Public in and for the State of Texas `_/ t6f ID# 1178588-3 04‘),*)"; Notary Public N,9`-6 .641y. yj STATE OF TEXAS �'' of My Comm. Exp. 11-04-2023 v- Yt vv V a- vvvv vv ♦ Exhibit 2 10 CREEK 3BPMo �O � EIRIPROM MEN OG. ; .._..._ €EENSTIRN L — awMEL IT— imp COOO1Of 0 CHNI137_ 9 [ MEC_ES COUNTY9 IEXAS I- AI��W� °-- ir s9'.'LI ax a LEOflD E7SMA FACIL ES ANDAF'PURTEINNCPROPOSED 6�� S i o L S ,w= AHD APPURi 1CB 1�16 flEmER$19, RCP RERNORCED x s"o nn n.O.aRo zvrarTo-T.00 sa:�w T"x+,•" x rO 'yerawlrama [MN.* EE. OF owe s Naa WON Si .oEnuoFVL sloN CONCRETE Tac IDfAT IDN MAP SHOWING OFFS RTF lot ,u •e/c Wxx xo xx x„v cuT s,mx,coxxrcriox sN. NR) ss snrtRRr S1r01 DRAINAGE. SS AND WATER o.. ralr+«'rs r oDw U+vx sN rnRrsx..ROE Saxon mwlesN Twa SHEET INDEX wNCDeaxeverei wva,Hi RR. BAR REwws KINK xmx.xr,.xw. ,� ivttrNr sENx •nnwGS• SKEET 1 ECHE STREET SHEET MISCEwNEOUS IEEORW,q« R wp Te ncuranm mrloa,[w[ _ SHEET,R LIAR go xuzwRTz IM. NEm-ar-"Ar n rarsTreDl u.ETEvnricH m f1P1n WIN Ler-Ana. SHEET 19 SR/BURY SEWER&SE IUP RTxc coxsr"ucrwrr R/x non-ar-rnr ux[ m axw(cwnE ovIAPE am:Da STs slop rn SHEET tt WUTFR BrSE,uP 's .wnww a.TR uxE o Ic Tn rc wro SKEET 1 PAVING,GRIONO AND DRAINAGE PIAN,STREET AND STORM SEWER PROFILES ToP or to. "°'° "r o:r°.sw,C`.c n coxa xwrs. ""'op` +NATER cmturrAmmxr z, un i ,T,� SHEET H POER-U GRAD.AND DRN«Nx PON.STREET AND STORM SEWER PROFILES r„ rNrD NDaR,MaT82w. RATER sun,.,Nrs ,,.E(Naxxxo N aM.E) SHEET. P""«c.cR.D�Nc"ND DRNNI(X PIAx,STREET Xn0 naRM SEWER PRm1Es null WE vAtNES FOR ten"ONES eror ET,wrarr ro.n or, •T� •^KK wR���^ATE 'm PR.RxD RxaE xEn.'w. 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Corpus Christi, �.D R,n«50005 MNGs "D ILN wM°k�DE NL.MNDa E cuyw' CALL BEFORE YOU c ou=Development SQ,1s 9roRM NTER Po °PRnEHRID«PIµ.E9,IMI,2 9aMMNEr P .Na WaT cBOo w.r mel W LL a,, E, D r,rr a u wx. D wn ax.,,DE nD.Tx sTnrT, Services, SHEET„ WORM W"ER PD DN PR n D PUN ,r'.I a .M.rz"swam THEA' ," x...s 811-0 email=jalals@cctexas.c SHEET 1, SHOES RSTER PDIED,ER PRE9ENTwH PUN Tr."C"'«x.'''''''''NExx.•NE,, , WATER POLLUTION PREVENTION PuM NOTI�GLD TION6 om,c=US STORM .x.n�xc To.c.�,wE.xwr�a,THIN rws 0000,5 acxr�,E Dr r.mTw ancOT 'V1"'"U11X°" TRAFFIC CONTROL AND STREET LIGHT FEES Date:2020.04.14 „WTO POLLUTION PnE9En,En PLN • 13:31:40-05'00' SHEET °,� R SHEET 2t STOR,E TERGE PUN RPD INK/FILE NE. 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I"°"a""0x SHEET b 1XOOi MULTIPLE BOX CUL4ERf5.GIP,MC-B-tJ(SHEET t) rx,wnE TINT vncR a r IxeN x c Runs. r"r Fox coxa Uuvs tvnr Kar CARD xwvs ix • ywx w cin sTuraxx unx DUws xrnua puRw«rt m TIKE xoTEa«o onU.U r xxwvrzs coxnxaI NE if T To•Um x SNEET S1 lYRS NLD -° W/PNuuLEL BNS EOR BOX CULVERTS, ' tusnxr.uxwucxeuT.o r"cnnX oro vrt.wm �`'Fro a.a NawTTwrs Am nEo"o To rwxcs rows a.Fro TNrca srwL w pRe P.e vTx aX.TXE TRa uruuxrr cam uxAR„w KILT+"vox..0 lea eUxTm w acxezxTxc srwe+z SHEET 32 raw PFOESRMN RP,TYPE PR-2 .w Svwwrt v..rnx vxi co.r wr in TRE EsrwrexE rt pRe Irq. 4 IEDwnurxTs or RUTno u,N rcaxnm rw RRR+Pxc Rcp nN Ioxrrs oro SLUR xEn RRUHoxn"n x"rex xrrxaEmwOuo .eEwow m cm zrrwano DETuu urn ° cnuxmc,xvcwera' o1,7",".17:`"=.77,41"7:,"Uxs"x Ha ta SHEET OS MOT SINGLE BOX CULVETS, MST IN PULE. ' swNmuN,ronTnxcuw I nwocure "°' “°"".`" 5<CLANOUS DETNLS,R- 0.0 s, RATER s NN LINES N R SI .v DOUBLE INNER S,rMaS 9 DEVELOPERS: ' rovers or ovr u u zrvx, ^L m ns SRwoVM vR¢IDR oDASn RIINIx,Iw¢p[RCOrtuE coxnxucnox arm. c,Dixc vesico a rMT,....--,.1-,xE,z ,RazPuxE N TIrt nceuc;,x5 MOSES MOSTILHN SU LIEU,FOR cow...of PAN..OMNI]AND M.N.NO.. mER armax w urvw1e. TIRE=13'XL az TrcMo oxro vuvE IN ust a n Sx+az a cacnErz smmz wzr eE vwonrm.x 78i83 72 331308.I CORPUS CHRIST,TEXAS ,�cx....rxE,»,w,coxcRErE R"0E..s xaaaO. BASS AND WELSH ENGINEERING 32 S,WITAAY SEWER NOTESTORM WATER POI)IIT DN PREVENTION w(z.Inwr SEK s 5O CORPUS CHRIST c00Mun0r en.. TX RESSTRRTRS N0.5_55 ROM fES STREET 4BBp S.M.C.Bow.NO.359 CORPUS cm..TEK4.ieiV�04 u xxx x.N.RrR mcIMTE,ED x 5.ma S.OwdETEn FOR.cEwDAxr.ITR an ST.xoAa :EE05 ac..,..w u ax.MER pwHOTRx DRE. �'' x HxTS.a,"xrK0 ca05.0(5 MwN[aIN'r cp.ro a.RSRE RILE.«.,Torr w 420-0022"R PUBLIC IMPROVEMENTS TO D r O(x"n FOR 1PNiCaLS IV DEEP OR '"N104E xw. asncs REVMRED 00 Ax sxcnuna0s BENCHMARKS, KING'S LANDING UNIT 1 O AN Ralnnl.7,.E'P5000 v"vE NBL40E0/SHE 5`Mraa 'n REcaw,a.THA OCT ST x STEOTESCOS 055000 00000 K MMn NE9L0 N R CORPUS CHRISTI,NUECES CO.,TX Ix wvT Knox rxe uuw.55 S mlvn5wrww eu9uurwBrtulGtuDNmeTnmm+saw Orr Hw e xTit. COVER SHEET AND MISCELLANEOUS INFORMATION VE A NE Nacos WYNN,saes SINN.WAN WWI M.NAND roc,AREA .mr. °.s.wrn.SaEn z.wN o, .oE wxsToxR.ra ne,sRwTsOeD R.r cox "S.r rxLL.5202x.w,o TTA,msr a swx..w+ sMP If No r.55 MI.03,RON ResICRIV .4 ao _-_ scar a Lma Lm RN w°tl1LiE Emma SA*S0W vr¢H U RE OO_ EXHIBIT 3 i1--I-H I--1-JL.J I _ ,E---,--1.1----1-___, H—1 J F_L�2- 1— _ -1 E— ., I__ 4 H � I ,—n '° N 3 El PROPOSED TEMPORARY —ii h 22 DITCH -al i17 CC s p 13 ea I' as ®� sa a e. hdnl _ a I ° A —es— — I q,_., , , . . „ , n u I. n p , Nor.ST q 4 rm..n 4 4 Mem,n de • ' 1'1.1'1 4 IAN // ° i n R OO ° N it L� , m� g� Digitally signed by lalal 0144 M.M.Ali Saleh,P.E. 4/02/20 or -i ,d DN:cn=.Ialal M.H.All alb °•��`°�'a' Saleh,P.E.o=City of -14 vc_ ____ o,..°,..,m'u Corpus Christi, BASS&WELSH ENGINEERING i � �°.�,,,wWm,w" ou=Development O. E-52,SURVEY S.AU.STREET.GORPoS cCHRGO.cRus 7.04 Services, PUBLIC IMPROVEMENTS TO KING'S email=Jalals@cctexas.co o loo, ROO' .00. LANDING UNIT I m,c=US CORPUS CHRISTI, NUECES CO., TX Date:2020.04.14 SCALE.I•=MO 13:32:12-05'00' STREET BASE MAP SO.OM RK w' ro os/02/24v„n.tio 000 '.®, —J I---I-— _ — �.® `. , 4A • _ pNisx4 N DM 7 T te es „ 17 n ; O B O P o X RB — A Digitally signed by / Jalal M.H.All Saleh, �wr P.E. o o>M,„SERV.„ DN:cn=Jalal M.H.Alit,.' 31 Saleh,P.E.o=City of i� eRa ,csi.. .._. • c,,,,, ,,.,,„„e,.......... Corpus Christi, ,504. BASS&WELSH ENGINEERING a � 1 S ��i., w...n. ou=Development WI ,x REG.No 100023-00.,.E„�NEE,RNG RE..NO r • ,� p E-,t.JO„S.A AIUN STREET,CORPUS CHRISTI.TEXAS,Rm, Services, I' °/os/,R PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 email=jalals@cctexa CORPUS CHRISTI, NUECES CO., TX s.com,c=US SANITARY SEVER BASE MAP Date:2020.04.14 ,,,• ROW ,,,. 13:32:34-05'00' —WM1 coo SERE ,R., ,o. • I--I-H ,-1--1 �� 1 .Pa 1. „'1` i EH� J!,.®� ---1 I- -1-: E.—=g34. --- r--1 N Er- 1-kms_j.._I i E ..I.. 1 1� 7.157 ' 1 ---1 it •' s- �9 -_I r_�— Tr �- 2 91 m —1 27 RS pg a to-i a ►i IS 67-y ee -1 n la r Egj 31 °aE m r nes l �= CT,.., , .H, .�. T© .I,. , ,. ,R ,.SLR ,. ;-„®3, .-1--,7- ,, 4 • -0 i Il °'®'p. { _ . ♦_ - ,.. ;i .FTS ...!� — „..•I/ 4. o 14 ' a t .PK ® 14. 1/1: 'c) ,1 o 1 n PAWS ME RELEASED FOR L CONSTRUCTION DEVELOPME NT SERVICESA�If =' Ch0.41 N.3 85 ruueusi 0M01M .7,;-0 ra J Digitally signed by Jalal M.H.Ali Saleh, BASS&WELSH ENGINEERING —-—-—-—-—-1=—'E—-—- -— P.E. E-izsios: CONTINUED ON SHEET 3 CONTINUED ON SHEET 4 HDPP.x,e�K.i,v wAvnr,�e�.n MATCH LINE'B' STA 12.50 MATCH LINE 'A' STA 12+50 o m N 4i MATCH egN\ N '^1r, ra so d o N O ;" '13'''''.- YI"a.i '''' i mY !e 14 - !4 Ert,F w av r.xv'z1A 'r i .. ae ..B 29 4. r0 0o 't,''',i 41I ST IA J e T d,(-1. e -. ` . b CONTINUED ON SHEET 4 e H.' 1.1 t. 4 CONTINUED ON SHEET 3 ff 4 'Y .- 0. MATCH LINE'B' STA 12+50 \� MATCH LINE 'A' STA 12.50 - 9e y o ee --...l I 1 r ,L...n \ ,c:i r.raY,¢ I II; V"7�\1 ® Ye . .N I ` E y\II ne. N . • PROP.i.B'RCP,!`0•05Y. II' 'C ` e"Rutl.R es 53 ;d I M# I�I , •a I 11 PROP. 0.1%B'RCP \ tl 11 VI ,N.e nm.nnv/'u -Nli n4a OTT2 is. ' S .� IS I II J I IiII N g .,. L .. ,- LOT v 141 @ o N I °g _ ...es 8c IY 02 I iII 1 I"_ y - a. neiNN IBI Ra II nn. • N ,45I9�L Digitally signed by lalal I �B= G F i N' a 1-�I I _ ._........ d �k'.e,�e« w. M.H.Ali Saleh,P.E. ��,,1 = i g 6t I g I x ...I Id n nen n.e '� ,.,..L.x.,��iu. „era u A11.141.1 To vd..R<e,e,".gym`\ Y as 5"90,5.,,1..`" ON:us Chri M.H.Ali m 1 G N Q Saleh,P.E.,o City of !!! R i� •A "a II x y — Corpus Christi, g d I I;x II N PROP. <B'RCP B 0.05X. II II ;:�;;1 Services, er Development I I N .. m i1 I ' 6 III - - x .' e Selvic S, hr N I ale I in ,t,ftz m ema11=)alals�cctexas.co 0_ 1 S py ,,,,,-..-r II II MALtItx" ' �\ 1 m,e=US - e. Date:2020.04.1413:33:41 I li S'-y I 11 I I 1 1'44 -05,00 R..she I :N 'y 1 g ;1R I i II _ 3a m • F PRS. .9'RCP �_ I -1 1 m I Ill D 1v s h :0.05Y. r,L7:, it tt.",7 xn v 9:<o I a� I I Iv I. LRS �.., I ba I • i4 m l & R „II ess K. 1 6W �� I g • 50 I N s o�Im .,. .e,.tt a.. G, yg PROP. .e•RCP B O.osr. II s li 1 I.I.I e' $ III LOT 1 - 9„rA A..I,�.m4 —_ I I el Ir Rk i N. III TIC LW auw,a w„I. �: f t , I m DO I tl1 _a� ill l; .a I I - 9 i� B I 4 �I 0 1 I6 ! 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TC LT L RT e 0 3% X, ,- LI k`.t 11.P.rd 30 -E 3 TO 1 'II•-•li "at'."-..*.°-' • .-...-....-.--....-!.../r0L ..•i IIISN' •* • ' ' ' k A‘k ,,,e,- ma . •,,,. - PEW!'1 1 liMi Se 112 10 cuLverr...,. \-11.2‘21'12:.1 t 1".T..?"" • PK 25 ''---- MONSZEggitOWIR-"In4W=ri 9 1 ,.. _ PROFILE-Bi ArialATER ST 20 9 2 ____ -la N ..i-, ,. 7: 1 . us W la SR .2 .2 . ' I 14' .. .. a ' ' ' . ' •,O.P PROP. 4.1.• R/C - I' 'Ili t 1.00 2+00 3+00 4+00 5+00 35 35 4 I ----- --- ii 20X CULVE•T•0.05X I . L,,.eg...6. I 0 IC _12,1L- MIZEIMEIMEIFir: IT.24........40.Roc Ne• 00 0.103.10 CT.IOW MT I " •••••.......--2..3 N4.4 .- . T.-..L- --TR4 -W ,..,„_______ •0. ---7.'• e..../61-\ ''. . ... ` - •••• w 2 5.11111111111121514 am 103 31.003 ""C L.V7- „ I . • • i 1 .ti. ---r•J•a•----.44- -TE cri rf-a7-9 7.1 111111....111 '•____,,, V _ ---- .-- "1-- - - I 41 1P,TIM'AV•' NY 0 ••••••---- -....•••••• 1.' 0 ...... ... . .__ _ LIT1 1 /' 20 20 4 . :.. ' 1 '8L; I PROFILE-RHAEGAL FT . . , 2 ,_: PROP CM. 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CM'R/C BOX CULVERT•0.05% tr.3........,0 0 Oft 30 0 0-;-,' I PRO. O 42 LT 0 3X PIMP. 4'2.6.R/C MX CULVERT I 0.058 UI . 111 1 1 &raw.zztrAIT. , 1- i II =5!25 p-IMP.Fit I___I 1 Digitally signed by Jalal 8 i 1 men ram• 0.0011 1.MN 0 It 1031.11.00 000 M.H.All Saleh,P.E. 0.001 017 ERLIELF=LRIZLItlaNF21 El letri7S17-41.i._PS 20 c1.44r4ktria69•Veta.m..... DN:cn=Jalal M.H.All A CONSTRLICTION Saleh,P.E.,o.CIty of BASS&WELSH ENGINEERING .71trosr RCP 6Niiiik TX SURVEY NCO.NO 100021-00.TX F.INEERINC KO NO. ''''''''•'"'"'''' Corpus Christi, F-52,302,4 S..../.102.0.SIRM CORPUS CFAS,.OJOS 72404 . LOT 0...0.2 B I I - ou.Development PUBLIC IMPROVEMENTS TO KING'5 LOT It TLOC1T 3 .""`"' '"' Services, llitemiN- LANDING UNIT I ,, i I ll email.lalals@atexas.co ... CORPUS CHRISTI, NUECES CO., TX 1 1. ,. ,..I,1-612tT nres PAvING, GRADING AND DRAINAGE PLAN m,c=US •igg STREET AND STORM SEVER PROFILES HATCH LINE.A. STA 12.50 Date:2020.04.14 r, in' CCI =1 CONT I NUED FROM SHEET 2 13:34:08-0500' .. -....---r4" - -- 224=-2-oF Cti� ..mx 1. ..cai' w,rE n,m 1r,a LOPI.T.Br �iaiicrr'''w.mi ulu �• rN89.0 28.E m1050.33`' ax N89.04'28 1050,/33' • '3L^ n yli Digitally signed by —� ----- — >�-- S' 1 I RI ; , �I Jalal M.H.All Saleh, .o _ I I — SII P aide,gsjoilcm_0000rsl, i11 . P.E. 1,>a.. R. -,. "I qd I / camp;ecoccuBdno:eooco :Ea:r.• ;�na I 1 I / O ` ow, I is " i i „/,, ae,e,'o min DN:cn=Jalal M.N. 0.:1__ s, _1 ',. l I a �_ r.,o.Mxp, o,a Ali Saleh P.E., N m m I•_________________„,„______ uhJ! I `S— 1 ,S I E 3XL ... o=City of Corpus N Christi, _ � r�li ._ _ — vivw_...- ; I ,,.,> ou=Development — r 11 1R I Oa I 1 , Services, ug JB s iE, ..' �'' .I P "I. .:. l nark I t email=jalals@cctex ; u=• I ! ' ' tA�� I I'Ta"= �`I s2 ili" as.com,c=US F,_•_—_ --- ----- s'_'q r ” °� "�'^,;r — Zr•— _ �%i0 �.____.__._— 'nn SNFFT KFY Date:2020.04.14 ■ e mr:-. . n ,«,.vx,.e —riFLIT ` "1__ .MOM_ ST 13:34:35-05'00' ., ..a "—" a on• '"og Am • `—'-'PROP RV RCP•A`Y@Y1•a ...1.,7• Y= i •. 1 v �r s O O . al! II PROP. 4%a6'R/C BOX C] aa0�n•X 0,.•no • a1 1 I C IE'Ll!O.1X 113+00rarnix�.a 14++00 ' 15+00 16.00 17+00 18+00 19+00 0 20+00 21.00 22.00 23+00 24+00 25+000 11� I1 Q' 40 i?E,N .r na,1 I .iIiii," n neat e m Dora nrk"I a .r.n.,X.N%, .fel K,;`,,. rX.r.,1,. :1,!•;r r.r a. d re II4b1r6,.'o .r,e. a"1 35 41 A '1 m Nr Yr.,.a Ps.a v.1.,na n. w .r• M y� Fes•'T!0. ". •_i-az8.0.]73—_ TI TC LT,RT R o.3x 1 '__, ,• " ` ,•. -- a�=� 30 I ^v'�..nm.E'w,e 1# F 30 K..w w''' . a.r.• .T--..� wao, , 6 n11is -, _—..�. w .✓ X , ...` Cl ••R[P!O.IY X 9 R/C B01 4' X 6'R/C SOX � "...- 21•RCP 1'1X 1 II 1 11110 PROP. • CWEVEXT•o.a CULYERI•n 1Y x� Vit..')ra n MAR II I' II CULVERT e n x/C�" C'z' zs't...r.o•ar \-. ,.... .c,Waal ,»'\ax 25 III �D 1 STA,..n.SI .c.•, x w 20 _ n•R:n 20 /1/ 1, 0 PROFILF -DRAGONSTONF� A/./fil /// / J/ fil 3g+00 7+00 8+00 9+00 10+00 11+00 12+00 35 ® %// ////// 1 08 Cr ,•rt TC LP I.RT•O.3X / p,W„ 30 a a n 1•t 30 /// PROP.ERr•0.IX%lir BOX ri3'1 /// /0,72 m 25 25 ///ll i PROP. •X 6• /// curci.11•o.1x 0/ /// 0 20 0 / /// A PROFIT E- Bi ACKYATFR STnone rv.a X1c // 10.00 11+00 12+00 13+00 14+00 15.00 16+00 17+00 18+00 n.w•tiR •%�tip /// //13_1//88„ / , 40 40 ill n a PROP. X•'RLP ''%' / a••BL. Fit wawa'co• ?s 35 .,•n' ^"it i'i',icSi�4 ii,,r,.XC a•.,•,w 35 i z •R.1x //�, �/ Fit , m mo I I/ m •O 3X � O II 1,1 emir11 curer x�m w,a a m ,�y�• 7.114.7117,..: n•30' a ��.. •RTw'l6Til'"e,on— ---,z,;,-;-..,-,.:.7.4.7..:::.,-,'mJ 30 mi ` III,. VI . ,.. ttt -may.... So n MIT LT an.\ ,1 ,,::27 .,R(.y,•O.•x c dot ym l II I fir• BASS @ WELSH ENGINEERING T.'25 V1 n."'"'"“" r 6 n a T CIAV!RT f 0. 25 a i • I ', ••• TX SURVEY REL H•1000]1-00. SHOWERING REG n \e,a Q n a.r a n;✓ ,.••9 a E. III I1 I 1 I `// 11.-SE,,GS.S. STREET,CORP.CHRIST, ) • T. w�'Xe•RCP Q •'-"'G PUBLICEIMPROVEMENTS TO KING'SG " .20_ 20 m8N ,c.T.,r Sen I!1l iIil.l lo.1Y n., 1� LANDING UNIT 1 CORPUS CHRISTI, --IRATGA LINE 'B' STA 12.50 NUECES CO., TX PROFIT E-DR0G0N ST CONT INDEG.FROM SHEET 2 ��;` PAVING, GRADING AND DRAINAGE PLAN 4 op ow leo. 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R/C PDX D _— , ii iii,: xin. , . n ;;LI aRr FRIR VN¢. L,w CULVERT f O.SX MF.:,--"`...Srtr PROP. •'X 641 taanu Rt .,stVAX. PROP 4. X B• RIC 4.14(11.TOP n .r. n mR/C BOX . PROP. X8' n m.r.N nm BOX CULVERT f a5X 74 4VEE , ru[ R/C BOX n,rc.r.:1T n.a LN[u ,mrO CULVERT 10.05% CULVERT I a On MILS.WINK KARL FENTIMI. GI', s 18.0019+00 20+00 21.00 22+00 23+00 24*00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 0 75 Z n..r.rnN ::•173•t,:1;;.% tvuw� •nn rn.nUa.S r m n, NOV ertn - �• •rcT ^i._aIua/r a`aam,z_ 35 2,- .Mrra-r -_'•8e._. _____nntrtenc. .tnas K, tt..nn.r�Prnu.nrcr•ttpSran.rIrtn.Y.. Pn�rc RmIry n a •n• an. � __ ___ _ _-_____ ____ w , f",30 '. — ai . . __ .• ' _, wnn __aLi.,.,,vao.tX_I _ ..____.._. ____._..�I� __—____—_wc_RTaI c 7..____1 - —_ 30 e ,��� I a az I• r; R/C Bm'CLLVERT �.•CLL.ERT y 'X wt'' PRV • X C B. yr`ti 25 • .:_ [ .. I .L 09+i' 25 FAo2D rt. .r `° an .e ` ¢t 116.,ona.yea44 1 itOFFLeli �wndnr r.cn R..ar2D relli.e PROFILE - DROGON Digitally signed by ~ E* ' Jalal M.H.Ali Saleh, .-14141 1+00 2+00 1+00 2+00 P.E. 4" ,i`` p7 40 40 40 40 DN:cn=Jalal M.H.Ali i a1+00 2+00 `°"'T"°"'°"��¢,m Saleh,P.E.o=City of 3 r�•LR 35mrc 35 m tr.r 3n ,._,ra,n.._•t, t , F •t''c"t t' 't��•n a n ��Ap"t oa"""„"m,°x" Corpus Christi, r't BASS h WELSH ENGINEERING r . r re. eM REG. 00027-00,n ENGINEERING RE o tt.3U w >C LT§R 30 s•30 aT�..i. n•n 30 35 w n 95 E]r I ,uwmu- ou=Development S.WANDA'STREET.CO �. e TX to X I0.3X Services, sN PUBLIC IMPROVEMENTS TO KING'S o• �-_vLANDING UNIT 1 rc Li 30 scorn, CORPUS CHRISTI, NUECES CO.. TX 25 25 25 25 7U R7I13X1 I scorn,c=US PAVING, GRADING AND DRAINAGE PLAN w¢.�fto J 25 Date:2020.04.14 0 3Y STREET AND STORM SEWER PROFILES 25 20 PROF II E-RIVERRUN ST.D 20 PROFII E -NAATH ST 20 PROFILEr,stBRPAVOS ST 13:35:05-05'00' SCALE r-6a K �MIm- ___. ... ISRT113,3.Ara WI KM TRACT. ".41 k m ----. 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CONSTRUCTION Saleh,P.E.,o=City of 0�z/XGO ' 'fMATH LINE•E• STA 4.752� OX* na.N,OERVICIS Corpus Christi, CONTINUED FROM SHEET 5 �xxII�T III +.IIo;,,:b'° ou=Development Chr1R11 u°Ei.+I10111 BASS h WELSH ENGINEERING Services, TX SURVEY REG NO 100027-00,IlENGINEERING EGfa REG NO E F-62,SOU S. M MEET.CORPUNRISII. email=jalals@cctexas.c PUBL ICIMPROVEMENTS TO K ING•S LANDING UNIT 1 Om,C=US CORPUS CHRISTI, NUECES CO.. TX Date:2020.04.14 PAVING, GRADING AND DRAINAGE PLAN 13:35:38-05'00' STREET AND STORM SEWER PROFILES _ _ SCALE 1'•OY I.V.X W 'u. - W 2 w,n0 lydEa4 fNRXr i O 2 2 N 2 aa 0 .w,doai.rt,v I \ 1 1 1 1 I I Ee ' I- - I- T I I \ a I v; I I I I I I I \ R I o f-. N 1 ltiti I I J 1--`-----4 ov I- �'o--- 1 I- 20 I I I ..m.,. I -� r11--H H&: k x,,.N I St N ,. g C ��++ �c IRI C B v6 i s a PROPOSE6 Ew0R6Rr , —— i �j p 114 ''"°'". "o w �..� ..a v a, a! 4 }, 2 0[711. SEEI SECTION BELOW - ' . a om[.1 x,f KiTir.,�onn rno _ pw R® �_ . ALB �j , ..O L---- ",p w_rtnvnrr ena —�-. 'rllxm— _ _ '. 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S: --7...-74-,-..-.._— u 1 n� �4P1�0R i n m �-a II I .R , la n ,:F WIC 1e EI u -I .'1 1 I b I`b Mon n 000aaoos0000unrriry - 1E3 j J V AE001 R..r.rorRr.'I I [, x14 I I n --h m Digitally signed by a 1 n E3 \ m.,ate a Jalal M.H.All Saleh, 1 1 P.E. 1 O IBI 1 I 1 DN:cn=Jalal M.H.Ali V W : IA Saleh,P.E.,o=City of o II I fl o i $ CIInt* "�'R Corpus Christi, IK .•,,,.,... ou=Development v; I :I ., I e Services, cl e, I 8 email=jalals@cctexas. a I.l c 1 - —SHEET KEY I . et 13 I; I com,c=US 'ri. - 1 I I Date:2020.04.14 y' ., d n y 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 p R �3s niPOP=m . 35 i �'a. WO 13:36:07-05'00' 0 'ilip MATCH LINE•G' STA 4+75m� [.v (i•i,",n n,,cnn.n I 1j(.� I" m I CONT INUEO FROM SHEET 5 oi30 ---- — ----•*rc—v.`0. 1 .� I —30 r,-17E•I•M00 �i I ,v.n RmrN yr u A= an IF I I " BAG. k WELSH ENGINEERING w.0vs MAI °Ors ry er —t— MATCH L NE'G' STP 4075 E-NNI.'0 SUM,REG. uwia ecT SC Po ic.A+0110• .N25 yr a. ww 3 REP fn.or I CONTINUED FROM SHEET 5 34.000 2 0. 22 60•MPP 2 0. 50 25 PUBLIC IMPROVEMENTS TO KING'S 0.PRIPOSEI VENPrRARr OINN I,22.2 E O.012 CHRISTI. UNIT 1 > �`r"""" \n nm CORPUS CHRISTI. NUECES CO., TX nm20 rm.n.e wro nm.nnm/ 20 ' Pp su 1.0 10 00 AWNS, PAVING, GRADING AND DRAINAGE PLAN r rnc. STREET AND STORM SEWER PROFILES PROFILE-OFFSITE DRAINAGE GARTH ST nanamn . 0 m 612 120' _ ANO 60'HDPP TN DITCH BY VTHFRS. `•` ac w �— ".50_4_K• R 10 CONTINUED ON SHEET 9 C .£ MATCH CONTINUED SHEET INE .12. STA 12+50 MATCH LINE'A' STA 12+50 g 'Az s O n O n O y tl��- V. � ��,^I I 2 O ? 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II-G 1 4y$ I ill «MM.1,n Nm rtl4Yhim N N (� n N N J I I dmc a�IVr , rI. �I p 0p�ASO �, R o —y =-,Y� W_EV ra>P-IN—_�i --= "..--- .>�.1R ,NNe.F.N.rNN._,R. .... aMUM1ir1�'^N'-----4._,„,."1.__,..- ,.aQ, RN«Tr. In O In �1.INm z g --_-- -_-- \-VERIFY LOCATION OF[MISTING 16'Y1R C I. 88 c x � 1:1-.- PRION TO MNY 1NS<VOR1P W IT -------- T/GL FM.3(VF'a22212- ___- \0.FM.O(VESER R.- -_-_ . NK• ClCR. 1 r.-.1 o _ f� a n Y, r. .. i Ta.TX.. .»�..r,u -,.rQ Ia \ E 0SX » [ ' axons m.i.....arlarm...P mxNcn xu( rgj°n.-- rt.-4„. D ErX m• » r 0 • v>r > vw 1.00 2+00 3+00 4 00 5 00 6 00 z PROP, 1!'PVC VTR 35 ' I� � �� I I e . f 6 . . 30 �, .._-._. .... ...30 € > nivNlr ),,...........„.,..................7.7.7.,N............. x f.F-I ,.., l Z IrV 7PrlP B PV[S6.n.X n2 a . � - !i ' PROP.B PVC 55 Dn v.s.».PO ns.r PROP PV[VTR - UVE C'•OAR 0 2? 2..3.1-' G Is/'25 ylN PROP PVC SS _ 4a l a rmys LIRE'A.Ons -- .. - ■r I I ` » » ,. I -- -�- - -- - - - IY '� T. o J 2p 20 00 F! 1Qy -j I 'r a'-7 .'a OD —""S - ,n �"N= PROFILE -PROP 8'SS LINE 'C' (BLALKUHIFR ST) !K C --- - - it,_'.4m••• 6�rvC YTR ' ID �T i I f . le 1pY PRS. 1-PVC YTR �.M 61 ' 1 PRO,' P� n i Pte., PVC SS • G I I PROP.B' ss IIS^ UNE b' os,a I 35 t+00 2+00 3+00 4+00 S+p3 "Q I ti ro r!—,.......,,— lYf b' O.X i.iT _ - -- - — n I I • 4 M I a 1 B \ .0 r -_ ! - la p-- �S. B r^ .f. Ie.11Mf0a �� A -1n- �`_�,�- .•vu `p.Op 1x•PVC ss '�0 30 a, n 30r ulrt b'.R.xIX 'troops � O. ROP, ,2'PVC VTR ORO(i0N STw, . _�11 , o -X cN 25_ 1.1.1,7:471L":".. PROP B'PVC)ROP COM ECTION _25 A \ • --Zs1C nr' Dm r B1v 7 PROP. 6'P C VTR 1 m siX .Y / O I g1 'ROP. 16'PVC VTR "•-8. 20 - 20 f W I o PROFILE- SC J INC•➢' (RHAEGAL CT) III 1 I O +-- -- --II I V_ w 10.y,90 s•,,.00 a. PROP. 16.P.VTR 1.00 2+00 300 4+00 5+00 6+00 7+00 8+00 900 I0+Q3g f n i B PROP.II.PC SS I - 35 + + + n O O »E . .B.xlx I xl---_ 2_ I ,Io.1E. 11.177 .•„, „ 1 r-i Ina 10 I 1 I 30 `wi nmw..,, 30D'' 2' 7. PROI SPEW SSB O.•X ...SP c .1».rtn.»N0 u0 nfvn»� sol 25 25 N • '6I DROP ConR'i T1VS 0N� 'Q \�1\1 .I" !III ": mOln r.I1a 11 cmm lic wr r.ee iR,nv nye -+avi. II I,..o vv.o •—sia ar+i rtNua _o.. 11 20 e.,.7e.�_v.0 20 O.-PROP 12•PVC SS 11 0.21X PRM 12•PyG SS!0.2x Y, o0_ OC O tO 1 I I 1_il r' -- - X 41 I i 0 'Ai Ii ©' - :NZ w'ilnr'N�+u°Liif n n lru Ia./ 15 +low �1t' STA 16+60 Ex 1 I PROP. 8'PVC VTR PROFILE-SS LINE'B' (OROGON ST) l; I 'AUL:"of I 411111 tic �I� 1 11 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 P ill 40 40 aamee�oocuooq oo�::oDr I II nm m I.n.Na I a ____ �I....» a.Ym,.oSTJ IR ..R1..r Emilia ajoaaaao�o:eeo:D��: R = _ .� j I I��W3s '` 7A707 '� -s on•.a- ----- - -------- - .a-_ 35 Lea.IX'PVC 4 I 62 I I E'�.O.x1X .� I N —' rc •xlfm Ps '''.:17,.`"C-:17., 0•bnnl0 • .rm ___! 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DN.cn=JaIaIM.H.AIi • N p^f�rnlI� a -•p -" -1.--- r,z1"�--•• --1..7 p. ' Saleh,P.E.,o-Ci of „,,„-.."-2,, °° i �`° R?”` w...P.,..,R Corpus Christi, N �• .rB� „LBvcauTm sT q' I �"Q ..I. I I. P I J R ,N,.,,.r..w ou=Development 168_--"'- :e -Rim -",TS--`ve',nx PBaP.e' rmk ■ a I . Services, .8 . ul a. 1ll �„ email=jalals®cctexa ' IP " n r' ,cI, x m ':' n n u•PVC ssI uNb•o.?I S.COm,c=us i7•o.Z,B UNE ' - Date:2020.04.14 €^_(7. 'sssl, a;1a�- --"„- _,_.-0_.,:_,. -- --- _ ,...�[�-rz — — sH ET K Y 13:37:59-05'00' \r. R r �IY _ i+ IL kr Is ISr✓m F " r.1Pn tar y nlEa vq o p POOP. 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CBI ArKWATFR ST) // 1 • /I s 10+00 11.00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 111.'17". y /I �'•/"'. n n Et 11 n 35 ,e..r .19 M.e�n•rr.1R 35 x Ill /II am nw mnn -- hr T. na____ _IR rrc.m Irn uv r Ix -r., 2.'"" r•1°.a ns.SrP -- Tc.,ERr PIn A i 30 '/2. -°." r A �� 30 g O III III :oo.ol.,n°. .n l r^ '1 I e.'a Y mm PROP..no�P.L�R II --_ Y��� rmw pa Y °ON nn U I II M BASS k WELSH ENGINEERING N 25 6666.. ....... - � .25 RVEv REG.No 1013027-00.Tx ENGINEERINGW*.T REG.NO. i> �d m '$ !;!`66 . mr •i II ' ll II �( s: s.S.WAKEN STREET.caws CNRS,.TEN.Tewa rn 7113!'r. +*.** r.Ivo ea (�I 7e E ". _ `t S'O PUBLIC IMPROVEMENTS TO KING'S \ rs LANDING UNIT 1 CORPUS CHRISTI, �n r4 la 47 l NUECES CO.. TX 020 ITV 31.ea.`a`17---.., � rA rB 20 s MATCH LINE 'B' STA 12.50 `0o PROP 12 PVC SS s 0118 PROP 12'PVCiS �.21R 1f CONTINUED FROM SHEET 8 n le Es nae '+609.,2'PVC NO ` SANITARY SEWER AND WATER PLAN AND PROFILE I5 •0.2x nur.�15 0+ 0 30' 601120- PROFILE-SS LJNE'B' (DRDGON ST) 'r'n'a'.iO 1a•' " 6w.. -NM— m an EN/a2,10 sox,_0.--IL _ Cil.1I ,4 I CONTINUED ON SHEET 12 CONTINUED ON SHEET 13 CONTINUED ON SHEET 7 I MATCH LINE'F• STA 4+75 MATCH LINE'G' STA 4+75 MATCH LINE'I' SEA 5+00 ‘..12:111111P1 1 m n N m a v o Digitally signed by � Fri 2 m 2 `. Jalal M.H.Ali Saleh,P.E. m'i i I I i oTA _ DN:cn=Jalal M.H.All Saleh,' 1 4 �- a pa7pGG II o • `Ip� • I a _ ,a.v.rR.R'' Corpu P.E.,o=City of Plata 0lO 1111111�IC1111I1{1:11..,___P..41 11E I i 6 a °A` RN Corpus Christi, p�ilil Ilollsill'r61 7 .. . 1`s� o n : e y `.,:--=.I V AIE71 " - _ ou=Development 1 ill j e Services, o k 2 :. r W emaB=Jalals@cctexas.c R Ii (1k1 r Date:2020.04.14 II �R • o i�I� a. 13:38:28-05'00' A iia @4 m E� pQ i - r ill' a . ; I� i ,i y: ru R I it CONTINUED ON SHEET 13 '� l 1 MATCH LINE'I' STA 5+00 N CONTINUED ON SHEET 13 I I ioi a CONTINUED ON SHEET 12 ,'Y MATCH LINE'G' STA 4+75 xi, s --- I I ' MATCH LINE'E' STA 4+75 .. ,,,�` Y!=a 1 1'Y'�ktA^'r''' SHEET KEY nTl-tr 1 1 xi G' "\ �R\.. o Y 2 I I '� J1 I I I I i ' i_- / a7- 1 6�8 _ y Q `�\ i, k_el PROP. rvvc Rift .F: 1 I 4 4 I I .. .......:,."S/ x I I I ryvcvTR 1 As 0. 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CW16R, REG T O. 13:42:48-OS'00' III III O PUBLIC IMPROVEMENTS TO KING'S Or LANDING UNIT 1 CORPUS CHRISTI, MATCH LINE'B' STA 12.50 NUECES CO., TX CONTINUED FROM SHEET 14 STORM WATER POLLUTION PREVENTION PLAN 0 60' IN' ... . , 0 0000I a C i�I yII @ItIYIH 5ISj aeee co ,:: :u� P i-i 111116.4 CONTINUED ON SHEET 19 LONTIIll E ON SHEET 18 LINE'E' STA��75 MATCH LINE'G' STA 4175 ". yy _ MATCH LIN „ I 1 ,. I., I I a I I Iv SNFET KEY I I I I I I I @ 4 "gyI I a k ®S ' I a P 4 " T"/ J I 1 I Q 0 �- P I ill I y ' a F "' ® r i 1 ' I a� p ; ' 1 _ A' a " I I I :if a I _ a I I0 " 4 F_ IN ANNA.NI.CM:FINN AM MVO W.ANNA.TM CLATIFICATE RA NO MAMA lik a q i . 4A ` F a, , —1 p m. A E.a.R .. I 1 ra TI a I, ' I n I I I a . ii < ii © ® siIA " OI j ' O a Oi " �� . " II 11 : I b I. �'� I I i f_ I I 1 L-y�=,=,_.ssme=J4` `�I.__ _,-y10—."`--.J tk�aa.m�q.i 11 3 N -.2-“LL -L 4 *--1-�a--"."k-fi---- --Y . '-- r�r tea-- r�--• - CJS El., ' p n OROGO,ST m OROfO.Si c1 f H L ,.a[ ID a.n..n...la 5,---la m.,.. Digitally signed by Jalal M.H.Ali Saleh,P.E. rye DN:cn=Jalal M.H. , IX P'"=:."'"'ovSAli Saleh,P.E., c• X75 � o=City of Corpus .414° �, L,•.>, Christi, 1, ou=Development BASS a WELSH ENGINEERING ,.'ORM SCO NO 105027-00,TX ENWNEEMN6 RES.. Services, R-6]..105,S.M/'11EM SMUT,CORPUS 04N1S71,TEXAS 7 04 email=jalals@ccte PUBLIC IMPROVEMENTS TO KINGS LANDING UNIT 1 xas.com,c=US _ CORPUS CHRISTI. NUECES CO.. TX I . Date:2020.04.14 STORM WATER POLLUTION PREVENTION PLAN O ]I 60' 120' 13:43:21-05'00' � — "'° 1g SCALE. 60 N'4.60 wnw uu. n y_ I m.n,.. -t CI':i N F 1 r�. s ''''Il �� L,ll I FLDlNGl"t5____ r p�7GGG ^I^ I' i 1 J H n n-- 1111 ngs Y9OmaiOOf tir a j 8" IA IF i 1 C)" I I �: via 1 1 I ri'y.T I I I I ICL PROPOSED i i r i —x+�d L°� °� 1——az"tra'� 1 TEMPORARY DITCH ' / / , fir.-- i .s.' 7 .,. . . e 4 4 I I- I T 1 a I I I I ti I A I N N I— 1!-., _ 1 1 PN — —_i 1_ —1 r i -- 1 r— --5a1 I I ii 41� I I 4�I „ I I I 1 , r---- 14 O I°l , I 1 I I I 1J l...__ - 1^xmyc, 1 f QTS----1- , L, ,�„7 RARNRpT En .0, *'---�J,E ®Es ".A..AAA:at2i Lo �`G 1 IFU.IUµE t�pTS 1 ,) __ '°1— -J 11,0+x_—— '1 1 t e: f)'Off+ I I I , O 1 a 56 a PG 'R :g ra r Digitally signed by4 „ Jalal M.H.Ali Saleh, P.E. y ”" DN:cn=Jalal M.H.All ®„ igil `°"""""'" Saleh,RE.,o=City of ,,, „„„,,..,..a, Corpus Christi, �@ 1 ' a,'X'11 =„,.»,= ou=Development „ Services, 1 email=jalals@cctexas �_ I .com,c=US - !' I „ Date:2020.04.14 t .„�7-1-11 I I 13:44:44-05'00' ! �i j , I I „ „r ,Y: NE aA1 b° h�000 „ P aema oomaamo^00000elri ��llil� sirEP. I - vnoaio 0000uuoono'0O005 _ qv,11 eeeooe „ �.a.lF.E'”I I '• I I I m 111 1p ,9 1 .O n Pg F. e --—CHFFT KFY I 1 „ 1 1 1 y Q 1 L 1 ) 1 1 ' ornate I. xo„„ ---—_____—___-_---_ Ip DA &WELSH ENGINEERING MATCH LINE'G. STA 4.75 n SURVEY REG. IE 100007-00.SXU,,C n ENGINEERING REL.Ro. "E�)E' CONTINUED FROM SHEET 17 f-62,3064 S.NAYEDA PREE1,CORPUS CRRiSti,KING'S)B4Oa A,I�� PUBLIC IMPROVEMENTS TO KING'S !v '. LANDING UNIT 1 %dibri�.w � CORPUS CHRISTI, NUECES CO., TX '',7'oEY„.... STORM WATER POLLUTION PREVENTION PLAN Sr m`A. . L SCALE i'=60' eW scos(01, ro. ea -•-.....--vu[�' o wrt wM/m 'I_d 33 NC 80.01.841W4 t 1 i y ,� - - � I y 7\ I I \>" evoeR y — I Elam . 1127 -.0 ) _ _ _ + -I I__ _ _) _ _ _ + _ _ ) _ , _ _) I I I I I I I I ral�� I = rt I Mil I ee ee - calattccocacl_r;�eeo�r — � � � — - - — r -1 � r - - 1 A I-- - - T - - -1 I- 4 arrear eee`eetomelilli m 41 - - I �_ L _ - - - - - J i IL - - -� - - - J L - - � I I 'Win lul.I TT 7 ttttt7ttttumitltt7n ii y e!eeteume!elleeeate!e:elI _ _ I- - - T ❑ _ _ J r 1 1-- - - i !.4, r - - T - - -1 r - - -�- - I _ CONTINUED FROM SHEET 3� I -I- I l L'A 1(67_MATCH LINASTA 21+59.4J -- J -�- - -- lJ c - rz R2 __ — —�"— — °°— — —' — "1. - —— _— ._.=.-— —gym— �m—nn�r Ao "'.�., °°_—_._ °_—_ °_—____... _—_ TOP IaISN THRONE DR.C FUTURE) in P o R Pt 0. r -fl � _ I J c L i m I H - - - rt - - -I I I I I I I I : I IAT el T. 35 25+00rv;tt.T.Trc w26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00---_-34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 w R! ,,±1, N w 5 D m___� N 3U _ _ 30.,i xc i6 a—: Ram- wo.»� r 25 a o 25_ FL PRC)POSED TEMPORARY DITCH 8 0.07% FL PROPOSE)TEMPCRARY 0 TCH 8 0.07% nnm,n,J un zs o c'- 20 cai.rJ�'.'aw.of a.«�z..« 20 s Digitally signed by 9 Jalal M.H.All Saleh, P.E. ----_____- ________ PROFILE-OFFSITE TEMPnRARY TRAI NAUF CHANNFi _ . j „. DN:to=Jalal M.H.Ali , �LT M. m'x Saleh,P.E.,o=City of �y j wpjh TX SURVEY 2455&r WELSH ENGINEERING n M ," Corpus Christi, NEG.N0 0000-a0,n ENGINEERING REE.R0. ▪"` ��x.. ....�.•... P Y a E-52.3064 S.ROMEO.STREET.CORPUS CHRIST.*.XAS T6aR • ao,. FTS =..,.�....�•' ou=Development PUBLIC IMPROVEMENTS TO KING'S M• t ( ;T; T 9DA4 Services, LANDING UNIT 1 + a,4 � email=jalals@ccte:a 20 CORPUS CHRISTI, NUECES CO.. TX s.com,c=US 0 00. • OFFSITE DRAINAGE PLAN AND PROFILE Date:2020.04.14 SCKE.1'•60' 13:45:25-05'00' 2 rat 00. 1 Ra «a' Y=IN M JO` M. _ . WW.— Ma I 1 I I i I olo — — + -, r 1 r • + 1 Y 1 G 1 �.—�1 • C I 2 t'o 1 1 [[[CCCCCCLCBCCLLSLCO•F I I y c r 1 r CG.![[O05[[leEeu[e"i; "I F -�, 1 n r O • I I 1 1 i11 ti ' ' I I I : ill 1 1 LI ' I I 1 C -.6, l a 1- -1 1 .r«.3..w.. • I + 1 - F + 1 r 1 , y 1 y v _r 1 j.l I I y Illi in 1 y r F 1 I I I I L[5CC7L�[[C0.:LLCCLLLLC: I1 I ; i y j L , [......[t R7L[cLL[[[ RI II 'LL 1 r 1 I -, ' 1 ti -1- 1 y - •B f - I 1 1 i i I ' i I j 5 1 1 1 j I I 1 ( I I I _I J_ -, y /...sats 1'.6 ICAF... V C _ _ L—_ter IR[II{TtNQN�QR-'�F�IT�IRFt� -I- /— - j T I 1 .' • N+u 1 I 1 I ' 1 1 1 1 14 1 1 1 1 1 1 1 L ,II n i T i i . , I i I p I ` J " l ierwo I C 1 As 1 TIARA LN n•`, J 5m L 1 (EXISTING) . Iffifo Digitally signed by 1 a L -I I BASS h WELSH ENGINEERING Jalal M.H.Ali Saleh,P.E. -- ---------------"------ y y SURVEYmac.«o Icca:,-ca.n ENGINEERING REG.»o. _ DN:cn=Jalal M.H.All oo...m.- ' F-St. PUBLIC S.AIAEDA STREET,CORPUS CHRIS,NTEXAS 7.404 aveiocME.r sem.,¢. Saleh,P.E.,o=City of n.-m um. I I IMPROVEMENTS TO KING'S v 1 _ LANDING UNIT 1 ir. Corpus Christi, p[ p I t7��(t 3 p TTCy$C7`0 L J �C CORPUS CHRISTI, NUECES CO., TX i`"' ou=Development 7f ORL1l�ILtlSES2 AICIS HEE7E(ST0.N 1 ad OFFSITE DRAINAGE PLAN AND PROFILE rn" a,.,��w ''' Services, 33 00 TTOO STA PS) 1 a I f4 W� email=Jalals@cdexas.c J �.. _ SY` .a om,c=US 11 SYS PLOT= SOU y» Date:2020.04.14 ! R.1 13:46:13-05'00' MATCH LINE STA 62+25 CONTUNUED ON FOLLOWING SHEET 5 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00::d � + 9 a r.n Ff73 25 fix.ns - — ....✓253.55 a� m� g �nurd n3. FU FL PROPOSED TEMPORARY DI A 0.07% 1 LL PROFUSED Ti-MPORAFT DI TC1 A 0.17Y. ad.s Mtn un i 2D 20 A PROFILE-nFFS1TE TEMPORARY DRAINAGE FHANNFI CONTUNUED FROM PREVIOUS SHEETOS I MELT a MATCH LINE STA 62+25 I I ..« ,VIM.iii I Z V I , p.`\I 1 3 1 I i-+L 22.02 1 1 axrtt.rt......x.¢v in c,uc, tmu»n.u..vow¢v,e.c,,e, I I I In I ` A' I { I I / ''I M, / I SOWN in SN«OE m I I I 'wr.�M[,v rill/rRn _ / rtmw.rim.�xw[E.aicx, OSO CREEK H 1 y . L+ .21�,�\` 1. . ._1 L J L 1 1 L L L . .L 5 : KS MIL 1;5 - - iI • n r --I-— e I PROP 6'X 8' R/C BOX Si(�64+82.15 ( 1 r - r r__ \.. CULVERT 8 4.12% 1 I C PCi FL 21.30 1 I I I 1 1 S 1 1 1 T 1 1 1 r y H m f- 7 m r I A I 1 � `, 1f. r Digitally signed by_falai 'u M.H.Ali Saleh,P.E. DN:cn=Jalal M.H.Ali `" ,a iti CONSTRUCTION ONSTRU ExnsPUNS Pilf �Ku N61 ae a .�.,. x Saleh,P.E.,o=City of .K• " Corpus Christi, Y `(�H( RTry $�T p1y Ebl`rlxil c«evs��,"''''.mv. ou=Development TYPICA`_Ttl�Pp(;pAgHq H. $FCTION TYPICAL R/C LIN�D FHANNFI Services, FOR D1fi2lCP CTS) TST ))T CSTA CFr.iION BFGINNI NG STA 76+80 AND ENDING STA 77+16 email=jalals@cctexas.c om,c=US Date:2020.04.14 13:46:55-05'00' 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 35 35 tiN n mA rr%.:4-1.a ,. owRe j N _ - — 30 xo ---------__ 25 25 RG A O.21 _____-__,-_y iw a O.zz rc J FL PROPOSED TEMPO'ARY D TCH 8 3.2% .16 111 ,,.'� 20 DI.RC OR FL PROPOSED TEMPOR RY DITCH A 0 2% nnrvK,v.I v o£ 15 ' \ 'R�i Ga\\\ 15 A t< PROFILE-OFFSITE TEMPORARY DRAINAITF FHANNFI 10 <r SO'r�• \ 10 _��oapoo� w , eRe�10 s /Ira �. ill 0 '• Ir.,=.1`a, STA RPM AE VG 1 1111111111.1 be . u ./.0)!.... ceocecicelcleeereehri''‘k\--. N-•',\\\‘',\:\ „ te�eeeeeeecee`eekeerer RAGS kWELSH ENGINEERING . 2 SURVEY REO.AE r0 TREE 00,rK[xM M.E RES.284 gilli NMS ..103+A NNIEW STREET.CORPUS MM.EMS)GW1 41 vvwai,vu,`r„,c.., IMT . PUBLIC IMPROVEMENTS TO KING S C BO ( LANDING UNIT l -•I. „u,�� ra�:.�u�.rw.pwa nen rE CORPUS CHRISTI, NUECES CO., TX 11111 OFFSITE DRAINAGE PLAN AND PROFILE BICC@ CIII! CICCICID Il PFTAII -RFBAR INCTAI ATION AT _ PCRr„ICERICCHIICII[.GI Q DRAINAGE ENTRY INTO PROPOSED 6' X 8' t�f.mt---' _ BOX CULVERT scnLE i so ate”'Mt 'p • ”. art'Pt D 0>Ds/P2 sxm 12a y_ �� O.F.AL SLOW SLO BU�w.. axk rs MI= ,aM,x ,,e xWr<„ x, ooIRAFE.0 4.POST Tn.A Www 1A1aL .. .. r. /a NC.POS.mmal 06[WIS _ "c.-. 7.__Id ;.Im / LA �x � �x Poets :�f ) ��..��w r ° � r° �rxE� r roma«rrrux awr.wn le n,,xc w0.a n lis, .r iz«.owA,[e°-r../ J ,.,,„Rmm wwew am ''� .amw[wpm wr ,„arta ew i A G TYPICAL PUB,IC STRFFT PAVINC sxao TYPE'E-- EXPANSION JOINT FOR PCCP /(//�/�j�� II Q F JPCCP)SECTION "rs ms d ®/ t r ,/e xo[uxr,nx,\ e A Imo) wwm sow.w SIGN LOCATION SHALL BE IN v man s,xu r.mwwz. THE AREAS SHADED x�nez THE aw.ez ABOVE DIAGRAM Mill rr PORTLAND CFMENT CONCRFTE PUBLIC STRFFT PAVING .(PCCP)NOTES I .�/,• SAWN JOINT OFTAIL- PCCP mwxssz..s nxc,c,�,cw.wsrt x,.ea. ."` ' A�.m..w n p wrrtx wm uwe�urn wm Iwi a"nue'rs'c xrs a .,n.,,««.o»Gm ro.,m V ...-7-- ' T unwe. n. N e f eT SW° yam•.�a POE-LOC maxi,ms, surrars n.s Meixci. 00sun M. ,, , n.. „.,.s ,,xo -..,n..,wco.rxa,xaa Be>mrl Bei .,:T.'«u.r«�a,a rs �r ,o,.,.�. �«"'"a xw:.y,u.'.,``o x.,.,.. ,u";1.2...or....rw.,m,�N a a-'m e.mow.a�rr T moo re ,PROW.(.1 ,,. 20. „ n,w. . --",..r,'oxo wm., .L POa-LOC SIGN SUPPORT ASSEM¢J.Y ..vr vo ����.' cNm.�/cL STREET .p,1 rM po,m m„:i sawe. rw NR.n wcpno.Po .'ere0A worst r.nme'"al' .a .rc.. ' ,a.,,w.,:,„z.aw«rrtxn,ro.r..«ro ,am. *� 'f' L 4IWS 0,CWO Of MI 0. I 1 El "j Ir LAC EIE APPLIED AT'IRE RATE OE /TAM E Itii nawu VOWED EAN TYPICAL STREET SECTION - 60' ROW STOP SIGN INSTALLATION FOR xrs P P B. RESIDENTIAL INTERSECTIONS rem® .e• / \ DETAIL - END OF ROAD BARRICADE Digitally signed by INSTALLATION (TYPE OM - 4B OBJECT MARKERS) ,,,e,,r ,,..,,,,oRcED a „ ,AB Jalal M.H.Ali Saleh,P.E. DN:cn=Jalal M.H.Ali CONCICIL tow 0000. .°.Arc mt. Ano o•rsA�l/"STREET �1 .a rt.. ao wm a »�^ Saleh,P.E.,o=City of _e�LL,° _ ....,,e0N A.. .. Corpus Christi, ..RLv°.N \ I I ^ m"°'"' RAA.m c€ °«,.., ;w. ou=Development <NE r cum MOM NE 722 kW. Services, uz°:`I "' °«I 'o. :»R „„L RCCOME, �w \ ro emall=jalals@cctexas.c 7"° BLocK-our DETAIL 'a'" om,a=US ./`I.° op.... `.. xrs UK APPLIED AT niE POINTS. .34 TM,c SECTION A xn A� Date:2020.04.14 °`"'"'""`" '°'°`""°`°` 13:47:44-05'00' TYPICAL STREET SECTION - 75' ROW xrs 1 .,F v..a w.., me� rt Nl OM aoL SLOPE xmEm .HPL°° �� L .N.e«x..wNa7'0F"'a..,° Ao...N.D.N,4 P TO CL uS y'IWON w;lw aN,, mxr°1.........-OL. .«,a.m ...VIV 14. III ,. 7".=•.i.;1;.70`e. /D ]D ...[A/c... mo. BIKER R S¢n w �, ^u +OBD « m-, _ - nm,mrtvB ML PLAN-R/C COLLAR AT JUNCTION OF 48' �,scrKKm,x m ,L xx".rzwx""vYw�.°°"°`°'�`ivaa.e •xoR vc.Ax 1 REINFORCE ALL DITCH LAI.woricnr"`in convn eixo ro coxraAu. RCP WITH 4'%6'BOX Cros ULVERT SIDSECR/CI,`CLIRO V10.Mx01v`.00) A�unDITCH THAT BASS AND WELSH ENGINEERING T%REGISTRATION S F-BB.JE S.NAYEM STREET a wRE.xA.�xwc. CORNS c.RBsr,,TEM Teeoe TYPICAL SECTION - PROPOSED PUBLIC IMPROVEMENTS TO wirlio_xx�`wi-�_OE "x 34 D..a .L , B . .B . KING'S LANDING UNIT I ovum cm WS,o z e..xo C. °.10600 PROPOSED STO PIPE CORPUS CHRISTI,NUECES CO.,TX TYPICAL STREET[SECTION - 50' ROW ON STREET,SIDEWALK AND DRAINAGE DETAILS ND .x. w: Digitally signed by Jalal M.H.All Saleh,P.E. PLANS ARE REL WED POI DN:cn=Jalal M.H.Ali o°VE o,M 'sEp Saleh,P.E.,o=City of "EE' Corpus Christi, IX"` .; ou=Development ..j c' '" AISOS11 :,,w,un:m., .*WO" Services, - email=)alals@cctexas.co r m,c=US Date:2020.04.14 13:48:28-05'00' BASS AND WELSH ENGINEERING TX RLTr$RNTION!A S.HAMA STREET CORPUS CHRIST,TEXAS 75404 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI,NUECES CO.,TX TXDOT SINGLE BOX CULVERTS CAST-IN PLACE SCC-5&6 wo.oar OR s. om.,la COM PIO r> l drz ,at�lg Tun.ao� 0 PLANS ARE RELEASED KIR CONSTRUCTION DEVELOPMENT SERVICES will exp. Corpus Gu.HPn..,..ttneG In ChnsN MC 3II.s.P Mumn TDLsI Digitally signed by Jalal M.H.Ali Saleh, P.E. DN:cn=Jalal M.H.All Saleh,P.E., .......?.''?.•'!-:.1. o=City of Corpus Christi, •7. * ou=Development Services, y, y email=Jalals@cctexas.com,c=US ti,,.,,:TM,.> Date:2020.04.1413:49:17-05'00' trafft ,.ioaTo BASS AND WELSH ENGINEERING TA REOOT ADON NO.P-31,MSS S.NNLEA STREET CORPUS CHRIST.TEXAS MCA PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI,NUECES CO.,TX TXDOT SINGLE BOX CULVERTS CAST-IN PLACE SCC-5&6 zz �v AA TUR M 'Kopf —..,A� P.nu>e >L a Digitally signed by Jalal M.H.Ali Saleh,P.E. DN:cn=Jalal M.H.Ali rlINANS A101 FISM rat ,�»TM TT Saleh,P.E.,o=City of Corpus Christi, €"" ou=Development n.."..w Services, ' emall=jalals@cctexas.c om,c=US Date:2020.04.14' ! ( 13:5132 05'00' •9/03/=0 BASS AND WELSH ENGINEERING TS REOISIMTOR MO.i-53.3054 S.MAW.STREET CORPUS CHRIST,REMS Tem PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT I CORPUS CHRISTI,NUECES CO.,TX TXDOT SINGLE BOX CULVERTS CAST-IN PLACE SCC-8 ..irc uE Ta pa saw «w �_ tr. R� HRrm.a,ad� eitiCLANS ARE RELEASED FOR CONSTRUCTION DEVELOPMENT SERVICES City of Construction plans will expire Corpus based on conditions stared in Christi UDC 3.8.5.F(August 2016) Digitally signed by Jalal M.H.Ali Saleh,P.E. DN:cn=Jalal M.H.Ali Saleh,P.E. o=City of Corpus Christi, 0...t.•a1 ou=Development Services, email=jalals@cctexas.com,c=US Date:2020.04.14 13:52:18-05'00' wQL BASS AND WELSH ENGINEERING Of REWRAP.M0.F-52.3054 5.AMCOR 5711FEr CORPUS CHRIS%...3 75404 PUBLIC IMPROVEMENTS TO KINGS LANDING UNIT 1 CORPUS CHRISTI,NUECES CO.,TX TXDOT SINGLE BOX CULVERTS CAST-IN PLACE SCC-A Lv imL us oout n- pis „, v< lou^ 'n an PNsiw w,ma�» Digitally signed by Jalal M.H.All Saleh, P.E. NAM ARE RELEASFO al li Iry :::::::SF MISS DN:Saleh, o=City P.E.P. .,o=City of Corpus Christi, cN°Rnll wcuarlW„"�.," ou=Development Services, emall=jalals@cctexas.c OM,c=US Date:2020.04.14 Tm 13:53:03-05'00' IfIro BASS AND WELSH ENGINEERING T%11EgSTR.Sr�ON N0.E-52..X151 S.AWN.STREET °ORWS°Horn,TOM TG101 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI,NUECES CO.,TX TXDOT MULTIPLE BOX CULVERTS, CAST-IN PLACE,MC-8-13 Rat 110a 01, ALARM, ' 1oe1 5 Digitally signed by Jalal M.H.Ali Saleh, P.E. ,. TRIXIi..,„� DN:cn=Jalal M.H.Ali CONS Saleh,P.E.,o=City of ,, „,, ,. Corpus Christi, ir*:= �.:,%,...: ou=Development Services, email=)alals@cctexa s.corn,c=US Date:2020.04.14 13:53:45-05'00' ret.. BASS AND WELSH ENGINEERING TX RMpSTMNON NO.i-54,3054 S.HN10D5 SMUT MIMS CWNS,I,TUNS 711104 PUBLIC IMPROVEMENTS TO KINGS LANDING UNIT 1 CORPUS CHRISTI,NUECES CO.,TX TX00T MULTIPLE BOX CULVERTS, CAST-IN PLACE,MC-8-13 = ct. mNs ,3 .v o¢ Nr wa w,o>� smaei� RAM ME MUM 0 i011 DEVELOPMENT SERVICES Own! uppoupp,ppeoppet Pi= wcus=nW •`l•�' 4/120 Digitally signed by Jalal M.H.Ali Saleh,P.E. BASS AND WELSH ENGINEERING Tx REGISTRATION N0.F-SE.SOSR S.NHS.STREET ON:cn=Jala1 M.H.All Saleh,P.E., cavus o NO o=City o/Corpus Christi, PUBLIC IMPROVEMENTS TO ou=Development Services, KINGS LANDING UNIT 1 emall=jalals@cctexas.com,c=US CORPUSCONCHRISTI,NUECES CO.,TX Date:2020.04.14 13:54:49-05'00' T%DOT CONCRETE CULVERTS,PW W/PARALLEL WINGS FOR BOX CULVERTS,PW-1 &PW-2 MULL suss aa' w. °a oNe r.nrim zm� DEVELOPMMEENT SERVICESR Clay of .._\ Digitally signed by Jalal M.H.All BASS MD WELSH ENGINEERING 12/REOISIROXVI N0.P-52.SON S./WS.STREET Saleh,P.E. CORPUS CRMSR.rzx/a 711.1 DN:cn=Jalal M.H.All Saleh,P.E, PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 O=CI1y US Christi, CORPUS CHRISTI,NUECES CO.,Tx ou=Developmelopment Services,es, email=jalals®cctexas.com,c=US T%DOT PEDESTRIAN RAIL, TYPE PR-2 Date:2020.04.14 135596-05'00' raw_m e`i:I n, 9/N/P wow— Bas C-ioD 510D Bars B•Top S Bars cc Qmnen tiro si0Cing between 8ors B Bare 8•Top L .—Limits of skewed Bars D•Botta.51n Borten 51ac\ t—Limits of skewed Dec50 less than half of the Bars C•Td Slab Bottom Sim.. Bars Fr- end section ` end setrlon Q nornai spacing, Dora sinal n BM.D-Bo„(m Slob r to avoid fawning ®TM length of BMs°and E will , vary In iM skewed end sections !1i —• ----"11 mt Mu f reran.Impel x ,, - __. I ■-" - �l --, f/( ITan of he skew onglet /r - I • 11�-. :6!:!�/ ®Bare F.One F2 pall d continuous /, lTY., �I( a ` - ,n awn M angle section. They i ee 111111�tf■�I1�BI�/I�J/i%%,--� II shall be bent to remain parallel I '/' Bora N 1( t0 M mal is of the Bax Culvert. &ors N -- /4 'II�■II�1■II�III�IN� WI' skev ®Mott neoesaoro 10 Ovoid Caller in �/ pK, 1 l acute corners, fen slab extension 'I/ �III�1♦,If1•VI■IIIIIII■I ��,WIVOt -/1/ .�..F�--�.^--'7- a C I be eg�•M°ar1 Co minimana um Oi�IX-6' 4' I I�J'.� S !1 `r IM skews of 70 and IS'. ij ._.__._._._.__._._._._. a ( 1 `•-1 Culver} For•as*s 01 IS' or less, iM /, // contractor nos the odtlen of / / ��J B1 //1i 1 "'� dens C•Topsod Dlaclnp mors 0. C dna D parol lei /' .\IIN72.,1��ti f u lit (Il ears 02 + Bars B•Bottom slac t0 ren•M•wed end mono Is ,'�/ 1�lelw�wlllelw u�lu■-�-ear.c-B elm / mol nfolnlnp s000lnp Ol ono ,/ Sere FE _�"F--d_Md Bars D-Botta.SIOD IB' h? i f h centerline box. Lengths of /,4/ 111r'�■�■■■IIS ygg sI// 2_ •- ,I ' .°orh0'I°o• rw.:a rorataorae // --,!, eii•�a111111 i 1.- .. 3 l accommodate the ekes. ��% ������ 7$P Bars E Bars Fi•Top Slob % Tilf Bor s.messed-y / L-Bars K Bali F2`Bottom Supp_J / +O maintain racer , Bar.E!/ Bars it`Top SIpD y`'1 ( Bore K Bare F2`Bo,1dn S.-B '1s` WALLS AND CURB SLAB WALLS AND CURB SLAB [IJ PLAN OF SKEWED ENDS - FROM 0' TO 15'0 PLAN OF SKEWED ENDS • OVER 30' TO 45' 5RK 6e Bore B-Top S Bars Ft- QFor boo culverts vim,e••vthanide.a2'.0".In Of fill, fen top slab 'T'-. BMs 0-top Bottom S Boon Slop Bars D-Bo„am 51de --Llmitl 01 ek wed snail d broken back to provide a minims.I'-Ig' lap of like eha section existing longitudinal bare with the Iongitudlnal Dors in the t=ip /'''' ''' extension. If ten dim of fill le 2'•0 greater. the Ida tla iy i I Length or ax,enelon _ at.0.0 inpeiapi'i.;di°noler inrarcindeg info lb...fnuni.e,.mrnt ,, iiliiiiliilllii'illiliiiliiiili0�J4 I of f the fill height is greater than 2' ♦M 3,a //♦ existing curb be left in plan aq 2'-0' long w6 par. _ /, 1111111111IINI1111111111111111 Or ®ITn. tail be&III.d and grouted I'-o- Into me existing top slab f.ak a 1'-8'center to Center epaclra.Minas and Wen shall be rt- Ba•M �� •IIII II 111111 IIIIIIIIIIIIIIIIIIII%/ broken back as necessary to Install the extension.Exposed ”€! LO' 11111111IIIIIIIII11111111111111111' t Wire+ nowDll and dam reinforcing ma ..awed DiemeC and .� included In the extension. Shen lengthening sestina Dox ' "7 ,11111111111111111111111111111111 "Arts with dimensions different than current standar° vv -.--.-.------._._._._. +� •_._._._.L dipnsions,tar0Kontai and war-Haiti transitions mail d 4 ��� Ini/fililPeiGl'Ii�1i1giiGGl Ak forme.as direafed by the Engineer. Boon slobs snail • ch to imam uninterrupted flow line. Existing f iii .11 111111111111111111111iiii••O ad M eiinforcing deli be field bent into iraeitionn x£yI Tilt Bur os * :pi A011IIe1R11110111111Bt�,mor.e•Top elm \ edintoiniM sieCir ed cower requirements. u ssory /,/ Bore Fa ( Nib Net II•uIIll•mee•INM dor.D-Bot+lw Slab ----Existing 80,Culvert 4,;,,,L;. corrinto;n/''i 1111111'1111111111111 s FI: -necr ' IlI!I!hIIIIIIIIIIIIIII GENERAL NOTES. /% sem” LENGTHENING DETAIL" Dealgned according to AA5er0 LRFO Specification. Ail reinforcing steel shall be Grades 60. / Bs in`Tap Slab All N concrete all be Class C'with these exceptions. Boys E� M gore F Bottom 51ao Chum'S'tor top stabs of culverts with o oay.with -.Borax 2` - I-to-2 Deur surface treo,Mn+,or with the fop lm d the WALLS AND CURB SLAB final 5 trete shall here o minimus compressive sireath of 3,600 psi..concrete S.concrete snail hove minimal compressive PLAN OF SKEWED ENDS OVER 15' TO 30° _unit. strength of 4,000 lel. - The use of permwnt farms is not(wawa. ears F2®'-) of Angie Refer+O Single Box Culverts COO-In-Place sections for details ®^ I~Of rte 1 Seat ion®� Of•treiaro tions of culvert. For an-I ctions ono angle Bars F= Llmite of Bors F f*rale �� tide refer 10 Single Box Culverts Cast.In-elope s♦ana r1 for Angie Section® 2®-` I sec ion 0�- I /\' Slab and soli dimensions, bar size.,Skewed en. ben spacing,nand il'iliililiilllfi///i10� y other detalis not dent. For Skewed ea..Im Du a.. adlaat 11 1 17 '' INIIIIIIIIIIII/!////// ��` \� einfn of Bars steig,el weight of Bari K,curb vaarsr.00lt.ma the i�fiii1011' 11111 i11111f/ BMs 8-Too ,/'O reinforcing.tae,widen by Bars lrq the values darn on e ten Baa 0-Top ! Bo's a-Top 6 Bo„am vaD J �/�/� culvert standards by 1M cosine of the.kew angle. 6 Botta1 slab =11111111///e,/gat! s""'"1 slag—.. '•'11111/IJ"///^`.., nm°1.11I1111'/,///�/4%,` ' bars for Bi a ti,epoxyrpuired, shall be t'-s-for uncoated u �i��/ �1111111111Ni11%///�j i/; ��1111p/- i(i//�i(I IIIIIIIB�Yp1'1111tt `,,0`'. /f/ d`, tIL93 LOADING _°uuult i;'. 8 Bar.C Tac 5.00 iIIIIlwIIKt Kt*, /0O��,f 10111111111// ��I IHlI�%ri�`���i,�o��;• ,� Bridge �rrr�r Int BM.D Bo..am Slog (o n iii �SalF �d, 'l �i� 11111111111////' /44P .,i,•, ,Teemswp.mmeMoeMdporetidn ;aM:a 11140 "MVO �IIiI!//'�J> �� ea e c.Too stag 1I11IIf11�/�//fid/��h�`!� SINGLE BOX CULVERTS �4��1/�l isle, 4/ °ors D`°o„am 51 aD 1111111110 �i'1� / �. �11�I1//lryl/l/l ��W�i�%%�I',4/ IliiiP���!�����A CAST-IN-PLACE . / ////i ' �� , MISCELLANEOUS DETAILS 1 • � ffh.!i/ I pint� 4r/ Bars F •ioP Slop `,.2,. . 1/i Bdrs F2•Botta.Slob. 4' Bas C•Too Slob Bore`_`•goo metas oD� OMs F! Bei,ae'SI D� --. a�/ •. Bore 0•Bottom Slab SCC-MD �AMAMASSOFim r. erre ,.,a 1w er,t.ou; :. PLAN OF ANGLE SECTION - PLAN OF ANGLE SECTION - PLAN OF ANGLE SECTION - P1 x , FROM 0° TO 15' OVER 15° TO 30' OVER 30' TO 45' El .0Frllae1NT,flra, ,„e, I mar (llrw rrc tab. pno.0l,l = BASS&WELSH ENGINEERING .suRvEy REC.NO ENOMEERINO REG.Na Digitally signed by Jalal M.H.Al) F-02.JOU S.stun.STREET,cants CtISa TENS 26104 na..F.•:).Saleh,P.E. PUBLIC IMPROVEMENTS TO KING'S DN:cn=Jalal M.H.All Saleh,P.E., ° --t LANDING UNIT 1 - CORPUS CHRISTI, NUECES CO., TX o=City of Corpus Christi, ,\ ou=Development Services, ;;tmis,' r TXDOT SINGLE BOX CULVERTS, CAST IN p/ PLACE, MISCELLANEOUS DETAILS, SCC-MD email=jalalsMcctexas.com,c-US gEB4 Date:2020.04.1413:5631-05'00' sots on - NIXON M.WELSH, P.E., R.P.L.S. BASS WELSH ENGINEERING 3054 S.Alameda St. Email: NixMW@aol.com TX Registration No.F-52 Survey Registration No.100027-00 P.O.Box 6397 Corpus Christi,TX 78466-6397 18068-PCE-16" 03/30/2020 KING'S LANDING UNIT 1 PRELIMINARY COST ESTIMATE 12"&16"GRID MAIN WATER IMPROVEMENTS REIMBURSABLE BY CITY WATER ITEMS QUANTITY UNIT UNIT PRICE AMOUNT 1 16"PVC PIPE 5665 LF 110.00 623,150.00 2 16"TAPPING SADDLE&16"TAPPING GATE VALVE W/BOX 2 EA 7,500.00 15,000.00 3 16"TEE 23 EA 1,500.00 34,500.00 4 16"GATE VALVE W/BOX 12 EA 9,000.00 108,000.00 5 16"CROSS 3 EA 1,900.00 5,700.00 6 16"EL,ANY ANGLE 21 EA 1,100.00 23,100.00 7 16"X 12"REDUCER 1 EA 1,500.00 1,500.00 8 DEWATERING FOR 16"PVC PIPE 1150 LF 40.00 46,000.00 9 TRENCH SAFETY FOR 12"&16"PIPES 6041 LF 10.00 60,410.00 10 12"GATE VALVE W/BOX 2 EA 2,200.00 4,400.00 11 12"TEE 5 EA 600.00 3,000.00 12 12"PVC PIPE 376 LF 62.00 23,312.00 13 12"CAP TAPPED FOR 2" 1 EA 450.00 450.00 14 AIR RELEASE AND VACUUM VALVE IN FG MH 2 EA 8,500.00 17,000.00 15 FIRE HYDRANT ASSEMBLY 17 EA 3,500.00 59,500.00 16 6"X 30"PVC PIPE NIPPLE 54 EA 150.00 8,100.00 17 6"90°EL 17 EA 400.00 6,800.00 18 6"GATE VALVE W/BOX 17 EA 1,000.00 17,000.00 19 UTILITY EASEMENT 1 LS 35,000.00 35,000.00 SUBTOTAL 1,091,922.00 7.5%ENGINEERING,SURVEYING&TESTING 81,894.15 tZEOF Tf SUBTOTAL $1,173,816.15 ......` V' f �* LESS WATER DISTRIBUTION AREAGE FEE(COMMERCIAL LOTS) -112,299.56 *r«.... LESS WATER DISTRIBUTION AREAGE FEE(RESIDENTIAL LOTS) -33,390.36 axot4 M.WELSH. .,. •�' '� TOTAL AMMOUNT REIMBURSABLE $1,028,126.23 V.stS701410 t1dNJtx' ielZ 1` Exhibit 4 Page 1 of 1 EXHIBIT INSURANCE REQUIREMENTS CONTRACTOR'S LIABILITY INSURANCE A. Contractor must not commence work under this contract until all insurance required has been obtained and such insurance has been approved by the City. Contractor must not allow any subcontractor, to commence work until all similar insurance required of any subcontractor has been obtained. B. Contractor must furnish to the City's Risk Manager and Contract Administrator one (1) copy of Certificates of Insurance with applicable policy endorsements showing the following minimum coverage by an insurance company(s) acceptable to the City's Risk Manager. The City must be listed as an additional insured on the General liability and Auto Liability policies by endorsement, and a waiver of subrogation endorsement is required on GL,AL and WC if applicable.Endorsements must be provided with Certificate of Insurance.Project name and/or number must be listed in Description Box of Certificate of Insurance. TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE 30-day advance written notice of Bodily Injury and Property Damage cancellation, non-renewal, material change Per occurrence- aggregate or termination required on all certificates and policies. COMMERCIAL GENERAL LIABILITY $1,000,000 Per Occurrence including: $1,000,000 Aggregate 1. Commercial Broad Form 2. Premises—Operations 3. Products/Completed Operations 4. Contractual Liability 5. Independent Contractors 6. Personal Injury-Advertising Injury AUTO LIABILITY(including) $1,000,000 Combined Single Limit 1. Owned 2. Hired and Non-Owned 3. Rented/Leased WORKERS'S COMPENSATION Statutory and complies with Part II of this (All States Endorsement if Company is not Exhibit. domiciled in Texas) Employers Liability $500,000/$500,000/$500,000 POLLUTION LIABILITY $1,000,000 Per Incident Limit (Including Cleanup and Remediation) $1,000,000 Aggregate Exhibit 5 C. In the event of accidents of any kind related to this contract, Contractor must furnish the Risk Manager with copies of all reports of any accidents within 10 days of the accident. II. ADDITIONAL REQUIREMENTS A. Applicable for paid employees, Contractor must obtain workers' compensation coverage through a licensed insurance company.The coverage must be written on a policy and endorsements approved by the Texas Department of Insurance. The workers' compensation coverage provided must be in statutory amounts according to the Texas Department of Insurance, Division of Workers' Compensation. An All States Endorsement shall be required if Contractor is not domiciled in the State of Texas. B. Contractor shall obtain and maintain in full force and effect for the duration of this Contract, and any extension hereof, at Contractor's sole expense, insurance coverage written on an occurrence basis by companies authorized and admitted to do business in the State of Texas and with an A.M. Best's rating of no less than A-VII. C. Contractor shall be required to submit renewal certificates of insurance throughout the term of this contract and any extensions within 10 days of the policy expiration dates. All notices under this Exhibit shall be given to City at the following address: City of Corpus Christi Attn: Risk Manager P.O. Box 9277 Corpus Christi,TX 78469-9277 D. Contractor agrees that, with respect to the above required insurance, all insurance policies are to contain or be endorsed to contain the following required provisions: • List the City and its officers,officials, employees, and volunteers, as additional insureds by endorsement with regard to operations, completed operations, and activities of or on behalf of the named insured performed under contract with the City,with the exception of the workers' compensation policy; • Provide for an endorsement that the "other insurance" clause shall not apply to the City of Corpus Christi where the City is an additional insured shown on the policy; • Workers' compensation and employers' liability policies will provide a waiver of subrogation in favor of the City; and • Provide thirty(30)calendar days advance written notice directly to City of any,cancellation,non-renewal, material change or termination in coverage and not less than ten(10)calendar days advance written notice for nonpayment of premium. E. Within five(5)calendar days of a cancellation, non-renewal, material change or termination of coverage, Contractor shall provide a replacement Certificate of Insurance and applicable endorsements to City. City shall have the option to suspend Contractor's performance should there be a lapse in coverage at any time during this contract. Failure to provide and to maintain the required insurance shall constitute a material breach of this contract. F. In addition to any other remedies the City may have upon Contractor's failure to provide and maintain any insurance or policy endorsements to the extent and within the time herein required,the City shall have the right to order Contractor to stop work hereunder, and/or withhold any payment(s)which become due to Contractor hereunder until Contractor demonstrates compliance with the requirements hereof. G. Nothing herein contained shall be construed as limiting in any way the extent to which Contractor may be held responsible for payments of damages to persons or property resulting from Contractor's or its subcontractor's performance of the work covered under this contract. H. It is agreed that Contractor's insurance shall be deemed primary and non-contributory with respect to any insurance or self insurance carried by the City of Corpus Christi for liability arising out of operations under this contract. I. It is understood and agreed that the insurance required is in addition to and separate from any other obligation contained in this contract. 2019 Insurance Requirements Development Services Permit for Use of City Right of Way to Include Digging of 3' or More 01/09/2019 sw Risk Management City of Corpus Christi,Texas Department of Development Services eliodkai., CP.O.Box 9277 ity of Corpus Christi,Texas 78469-9277 (361)826-3240 OrIUS Located at: 2406 Leopard Street (Corner of Leopard St.and Pori Ave.) =Christi DISCLOSURE OF INTERESTS City of Corpus Christi Ordinance 17112, as amended, requires all persons or firms seeking to do business with the City to provide the following information. Every question must be answered If the question is not applicable, answer with"NA". NAME: SEE ATTACHED SIGNATURE SHEET STREET: CITY: ZIP: FIRM is: ❑ Corporation ❑ Partnership ❑ Sole Owner ❑Association ❑■ Other DISCLOSURE QUESTIONS If additional space is necessary, please use the reverse side of this page or attach separate sheet. 1. State the names of each "employee" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Job Title and City Department(if known) N/A N/A 2. State the names of each "official" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Title N/A N/A 3. State the names of each "board member" of the City of Corpus Christi having an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Board, Commission, or Committee N/A N/A 4. State the names of each employee or officer of a"consultant" for the City of Corpus Christi who worked on any matter related to the subject of this contract and has an "ownership interest" constituting 3% or more of the ownership in the above named "firm". Name Consultant N/A N/A CERTIFICATE I certify that all information provided is true and correct as of the date of this statement, that I have not knowingly withheld disclosure of any information requested: and that supplemental statements will be promptly submitted to the City of Corpus Christi, Texas as changes occur Certifying Person: Title: (Print) Signature of Certifying Person: Date: KADEVELOPMENTSVCS4SHARED\LAND DEVELOPMENTORDINANCE ADMINISTRATION\APPLICATION FORMS\FORMS AS PER LEGAU2012\DISCLOSCRE OF INTERESTS Exhibit 6 STATEMENT 1.27.12.DOC DEFINITIONS a. "Board Member". A member of any board, commission or committee appointed by the City Council of the City of Corpus Christi, Texas. b. "Employee". Any person employed by the City of Corpus Christi, Texas, either on a full or part time basis, but not as an independent contractor. c. "Firm". Any entity operated for economic gain, whether professional, industrial or commercial and whether established to produce or deal with a product or service, including but not limited to, entities operated in the form of sole proprietorship, as self-employed person, partnership, corporation, joint stock company, joint venture, receivership or trust and entities which,for purposes of taxation, are treated as non-profit organizations. d. "Official". The Mayor, members of the City Council, City Manager, Deputy City Manager, Assistant City Managers, Department and Division Heads and Municipal Court Judges of the City of Corpus Christi, Texas. e. "Ownership Interest". Legal or equitable interest, whether actually or constructively held, in a firm, including when such interest is held through an agent, trust, estate or holding entity. "Constructively held" refers to holding or control established through voting trusts, proxies or special terms of venture or partnership agreements. f. "Consultant". Any person or firm, such as engineers and architects, hired by the City of Corpus Christi for the purpose of professional consultation and recommendation. K:IDEVELOPMENTSVCSSHAREDILAND DEVELOPMFMrORDINANCE AMR\ISTRATION'APPLICATION FORMSFORMS AS PER LEGAL\2012\DISCLOSURE OF INTERESTS STATEMENT]27 12_DOC OWNERS: The William Earl Hensch Trust Corpus Christi Community Church William Earl Hensch,Trustee 4833 Saratoga Blvd#259 5027 Holly Road Corpus Christi,Tx 78413 Pasadena,Tx 77503 Scott Mcdonald 361420-0022 Phone:713 417-7122 Also,James F.Dodson 4222 Fm 665,Robstown,Tx 78380 Anna Belle Hensch Phone:361 877-3222 1009 Peerman Place Corpus Christi,Tx 78411 South Texas Children's Home Land Management Phone:361444-5800 Po Box 548 Beeville,Tx 78104-0548 Retta Maurine Kasper 4805 Velma Killeen,Tx 76542 Phone:254 462-2976 SIGNATURES Xi/L-7,A William Earl ensch Trustee The William Earl Hensch Trust STATE OF TEXAS § COUNTY OF NUECES § yy This instrument was acknowledged before me on the .,t3t- ,day ofj .XVt _ 2019, by William Earl Hensch,Trustee,The William Earl Hensch Trust,an owner of the subject tract. .Agir JONota 4 '../.4111'. ,� Notary Public �ft a9\01(\.,.,- STATE OF TEXAS tary Public,State of Texas A, MY Comm.Exp.Wl15l2a20iic IDA�130621807 ,....n a-xer./ ar-4_, /1"--itAl.../4L Anna Belle Hensch,Owner STATE OF TEXAS § COUNTY OF NUECES § This instrument was acknowledged before me on the r1\day of jvXl•- 2019, by Anna Belle Hensch,an owner of the subject tract. r\\1\_,\,4.*64,‘ ‘1 I \11‘, MELINDA JACKSON Notary Public Notary Public,Stat of Texas O STATE EOxF TEXAS C ID#129 21427 2021 NMW:sab I - Nueces County Kara Sands Nueces County Clerk *VG-50-2020-2020027050* Instrument Number: 2020027050 Official Public Records AGREEMENT Recorded On: June 29, 2020 09:38 AM Number of Pages: 59 " Examined and Charged as Follows: " Total Recording: $239.00 STATE OF TEXAS i GD�NTY CO(J l Nueces County * �, *��� I hereby certify that this Instrument was filed in the File Number sequence on the date/time d; ti S printed hereon, and was duly recorded in the Official Records of Nueces County,Texas '` Kara Sands oF NUE—� '' Nueces County Clerk TX 3aAd4) Nueces County, ***********THIS PAGE IS PART OF THE INSTRUMENT *********** Any provision herein which restricts the Sale, Rental or use of the described REAL PROPERTY because of color or race is invalid and unenforceable under federal law. File Information: Record and Return To: Document Number: 2020027050 RTC-DEVELOPMENT SERVICES CITY OF CC Receipt Number: 20200629000058 2406 LEOPARD STREET Recorded Date/Time: June 29, 2020 09:38 AM User: Regina C CORPUS CHRISTI TX 78408 Station: CLERK03