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HomeMy WebLinkAboutC2020-219 - 6/23/2020 - Approved 51 PARTICIPATION AGREEMENT For Oversizing Water Distribution System Per Texas Local Government Code §212.071 This PARTICIPATION AGREEMENT ("Agreement") is entered into between the City of Corpus Christi ("City"), a Texas home-rule municipal corporation, acting by and through its City Manager, or designee, and MPM Development LP, ("Developer"), a Texas Limited Partnership. WHEREAS, the Owner owns certain real property located in Corpus Christi, Nueces County, Texas, being a 446.408 acre portion out of Abstract 577, Abstract 579, and Abstract 581, Cuadrilla Irrigation Company (the "Property"), and the Owner desires to develop and plat the Property designated on Exhibit 1 of this Agreement, which exhibit is attached to and incorporated in this Agreement by reference, to be known as Kings Landing ("Plat"); WHEREAS, City Ordinance 032063 amended the City's Water Distribution System Master Water Plan for South of Oso Creek to provide a new alignment of the 16" Grid Main located on County Road 33 requiring oversizing for Kings Landing subdivision; WHEREAS, as a condition of the Plat, the Developer/Owner is required to expand, extend, and construct master planned 16-inch grid main line per the water master plan for south of Oso Creek as depicted on and in accordance with the improvement requirements (the "16-inch Grid Main Line Extension") set forth in Exhibit 2, which exhibit is attached to and incorporated in this Agreement by reference; WHEREAS, it is in the best interests of the City to have the water distribution system infrastructure installed by the Developer in conjunction with the Owner's final Plat; WHEREAS, Section 212.071 of the Texas Local Government Code authorizes a municipality to make a contract with a developer of a subdivision or land in the municipality to construct public improvements related to the subdivision or land; and WHEREAS, this Agreement is made pursuant to Section 212.071 & 212.072 of the Texas Local Government Code. NOW, THEREFORE, in order to provide a coordinated public water distribution system improvement project, the City and the Developer agree as follows: Section 1. RECITALS. The parties agree that the language contained in the preamble of this Agreement is substantive in nature, is incorporated into this Agreement by reference, and has been relied on by both parties in entering into and executing this Agreement. Section 2. DEVELOPER PARTICIPATION. Subject to the terms of this Agreement, the Developer will construct the master planned 16-inch water arterial transmission and grid main line per Exhibit 1 and Exhibit 2 for and on behalf of the City in accordance with the plans and specifications approved in advance of construction by the City Engineer on behalf of the City. The parties acknowledge and confirm the total cost estimate for construction of the 16-inch Grid Main Line Extension, which estimate is attached to and SCPNNED incorporated in this Agreement as Exhibit 3 (the "Cost Estimate"). Subject to the limitations set forth below, the Developer shall pay a portion of the costs of construction of the 16-inch Grid Main Line Extension. Further, subject to the limitations set forth below, the City shall pay the remaining portion of the costs of construction of the 16-inch Grid Main Line Extension, designated as the total amount reimbursable by the City on the Cost Estimate. The Developer will also construct the 16-inch Grid Main Line in Exhibit 1 and 2 in accordance with City Standards. Section 3. CITY PARTICIPATION. The City agrees to reimburse Developer for costs of the 16-inch Grid Main Line Extension in an amount not to exceed $874,000. Section 4. REIMBURSEMENT. The City shall reimburse the Developer a pro rata portion of the City's agreed costs of the 16-inch Grid Main Line monthly, based on the percentage of construction completed less the Developer's pro rata portion and contingent upon submission to the City of an invoice for the work performed. The invoices must be paid by the City no later than thirty (30) days following receipt of each monthly invoice. Such reimbursement will be made payable to the Developer at the address shown in section 14 of this Agreement. Section 5. PERFORMANCE BOND. In accordance with the Texas Local Government Code, the Developer shall execute a performance bond for the construction of the 16-inch Grid Grid Main Line Extension to ensure completion of the project. The bond must be executed by a corporate surety in accordance with Chapter 2253 of the Texas Government Code. The Developer shall submit proof of the required performance bonds to the City. Section 6. INSURANCE. Insurance requirements are as stated in Exhibit 4, the content of which is incorporated by reference into this Agreement as if fully set out here in its entirety. Before performance can begin under this Agreement, the Contractor must deliver a certificate of insurance ("COI"), as proof of the required insurance coverages, to the City's Risk Manager and Development Services Department. Additionally, the COI must state that the City will be given at least 30 days' advance written notice of cancellation, material change in coverage, or intent not to renew any of the policies. The City must be named as an additional insured. The City Attorney must be given copies of all insurance policies within 10 days of the City Manager's written request. Section 7. CONSTRUCTION CONTRACT DOCUMENTS. Developer shall submit standard construction contract documents to the Director of Development Services for review and approval in advance of beginning any construction of the 16-inch Grid Main Line Extension. Section 8. INSPECTIONS. Throughout construction, the City shall conduct periodic inspections and either approve the progress of the 16-inch Grid Main Line Extension or promptly notify the Developer of any defect, deficiency, or other non-approved condition in the progress of the 16-inch Grid Main Line Extension. Section 9. WARRANTY. The Developer shall fully warranty the workmanship and construction of the 16-inch Grid Main Line Extension for a period of one year from and after the date of acceptance of the improvements by the Director of Engineering Services. Section 10. INDEMNIFICATION. Page 2 of 9 DEVELOPER 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 INDEMNITEES ON ACCOUNT OF INJURY OR DAMAGE TO PERSON INCLUDING, WITHOUT LIMITATION ON THE FOREGOING, WORKERS' COMPENSATION AND DEATH CLAIMS, OR PROPERTY LOSS OR DAMAGE OF ANY OTHER KIND WHATSOEVER, TO THE EXTENT ANY INJURY, DAMAGE, OR LOSS MAY BE INCIDENT TO, ARISE OUT OF, BE CAUSED BY, OR BE IN ANY WAY CONNECTED WITH, EITHER PROXIMATELY OR REMOTELY, WHOLLY OR IN PART, THE CONSTRUCTION, INSTALLATION, EXISTENCE, OPERATION, USE, MAINTENANCE, REPAIR, RESTORATION, OR REMOVAL OF THE PUBLIC IMPROVEMENTS ASSOCIATED WITH THE PLATTING AND CONSTRUCTION OF THE 16-INCH GRID MAIN LINE EXTENSION DURING THE PERIOD OF CONSTRUCTION, INCLUDING THE INJURY, LOSS, OR DAMAGE CAUSED BY THE 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 SURVIVES TERMINATION OF THIS AGREEMENT. Section 11. DEFAULT. The following events shall constitute default: 1 . Developer fails to submit plans and specifications for the 16-inch Grid Main Line Extension to the Executive Director of Public Works in advance of construction. 2. Developer does not reasonably pursue construction of the 16-inch Grid Main Line Extension under the approved plans and specifications. 3. Developer fails to complete construction of the 16-inch Grid Main Line Extension, under the approved plans and specifications, on or before the expiration of 18 calendar months measured from the date this document is executed by the City. 4. Either the City or the Developer otherwise fails to comply with its duties or obligations under this Agreement. Page 3 of 9 Section 12 NOTICE AND CURE. 1. In the event of a default by either party under this Agreement, the non-defaulting party shall deliver notice of the default, in writing, to the defaulting party stating, in sufficient detail, the nature of the default and the requirements to cure such default. 2. After delivery of the default notice, the defaulting party has 15 days from the delivery of the default notice ("Cure Period") to cure the default. 3. 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. 4. Should the Developer fail to perform any obligation or duty of this Agreement, the City shall give notice to the Developer, at the address stated in section 14, of the need to perform the obligation or duty and, should the Developer fail to perform the required obligation or duty within 15 days of receipt of the notice, the City may perform the obligation or duty, charging the cost of such performance to the Developer. 5. In the event of an uncured default by the Developer, after the appropriate notice and Cure Period, the City has all its common law remedies and the City may: a. Terminate this Agreement after the required notice and opportunity to cure the default; b. Refuse to record a related plat or issue any certificate of occupancy for any structure to be served by the project; and/or c. Perform any obligation or duty of the Developer under this Agreement and charge the cost of such performance to the Developer. The Developer shall pay to the City the reasonable and necessary cost of the performance within 30 days from the date the Developer receives notice of the cost of performance. In the event the Developer pays the City under the preceding sentence and is not otherwise in default under this Agreement, then the Agreement shall be considered in effect and no longer in default. 6. In the event of an uncured default by the City after the appropriate notice and Cure Period, the Developer has all its remedies at law or in equity for such default. Section 13. FORCE MAJEURE. 1 . The term "force majeure" as employed in this Agreement means and refers to acts of God; strikes, lockouts, or other industrial disturbances; acts of a public enemy; insur- rections; riots; epidemics; landslides; lightning; earthquakes; fires; hurricanes; storms; floods; washouts; droughts; arrests; civil disturbances; explosions; or other causes not reasonably within the control of the party claiming the inability. 2. If, by reason of force majeure, either party is rendered wholly or partially unable to carry out its obligations under this Agreement, then the party claiming force majeure shall give written notice of the full particulars of the force majeure to the other party within 10 Page 4 of 9 days after the occurrence or waive the right to claim it as a justifiable reason for delay. The obligations of the party giving the required notice, to the extent affected by the force majeure, are suspended during the continuance of the inability claimed but for no longer period, and the party shall endeavor to remove or overcome such inability with all reasonable dispatch. Section 14. NOTICES. 1 . 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: If to the City: If to the Developer: City of Corpus Christi MPM Development, L.P. Attn: Director, Development Services Attn: Moses Mostaghasi 2406 Leopard Street / 78401 PO Box 331308 P.O. Box 9277/78469-9277 Corpus Christi, Tx 78401 Corpus Christi, Texas with a copy to: City of Corpus Christi Attn: Asst. City Manager, Business Support Services 1201 Leopard Street / 78401 P. O. Box 9277 / 78469-9277 Corpus Christi, Texas 2. Notice must be made by United States Postal Service, First Class mail, certified, return receipt requested, postage prepaid; by a commercial delivery service that provides proof of delivery, delivery prepaid; or by personal delivery. 3. Either party may change the address for notices by giving notice of the change, in accordance with the provisions of this section, within five business days of the change. Section 15. PROJECT CONTRACTS. Developer's contracts with the professional engineer for the preparation of the plans and specifications for the construction of the 16-inch Grid Main Line Extension, contracts for testing services, and contracts with the contractor for the construction of the 16-inch Grid Main Line Extension must provide that the City is a third party beneficiary of each contract. Section 16. DISCLOSURE OF INTEREST. In compliance with City of Corpus Christi Ordinance No. 17112, the Developer agrees to complete the Disclosure of Interests form attached to this Agreement and incorporated by reference as Exhibit 5. Section 17. CERTIFICATE OF INTERESTED PARTIES. Developer agrees to comply with Texas Government Code section 2252.908 and complete Form 1295 Certificate of Interested Parties as part of this agreement. Form 1295 requires disclosure of "interested parties" with respect to entities that enter contracts with cities. These interested parties include: Page 5 of 9 (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. Section 18. CONFLICT OF INTEREST. Developer agrees to comply with Chapter 176 of the Texas Local Government Code and file Form CIQ with the City Secretary's Office, if required. For more information and to determine if you need to file a Form CIQ, please review the information on the City Secretary's website at http://www.cctexas.com/government/city- secretary/conflict-disclosure/index Section 19. SEVERABILITY. The provisions of this Agreement are severable and, if any provision of this Agreement is held to be invalid for any reason by a court or agency of competent jurisdiction, the remainder of this Agreement shall not be affected and this Agreement shall be construed as if the invalid portion had never been contained herein. Section 20. COOPERATION. The Parties agree to cooperate at all times in good faith to effectuate the purposes and intent of this Agreement. Section 21. ENTIRE AGREEMENT. Except as otherwise expressly provided herein, this Agreement contains the entire agreement of the Parties regarding the sharing of costs for the Project and supersedes all prior or contemporaneous understandings or representations, whether oral or written, regarding the subject matter hereof. Section 22. AMENDMENTS. Any amendment of this Agreement must be in writing and shall be effective if signed by the authorized representatives of both Parties. Section 23. APPLICABLE LAW; VENUE. This Agreement shall be construed in accordance with Texas law. Venue for any action arising hereunder shall be in Nueces County, Texas. Section 24. AUTHORITY. Each Party represents and warrants that it has the full right, power and authority to execute this Agreement. Page 6 of 9 Section 25. INDEPENDENT CONTRACTOR. Developer covenants and agrees that it is an independent contractor, and not an officer, agent, servant or employee of City; that Developer shall have exclusive control of and exclusive right to control the details of the work performed hereunder and all persons performing same, and shall be liable for the acts and omissions of its officers, agents, employees, contractors, subcontractors and consultants; that the doctrine of respondeat superior shall not apply as between City and Developer, its officers, agents, employees, contractors, subcontractors and consultants, and nothing herein shall be construed as creating a partnership or joint enterprise between City and Developer. Section 26. NON-APPROPRIATION. The continuation of this Agreement after the close of any fiscal year of the City, which fiscal year ends on September 30th annually, is subject to appropriations and budget approval specifically covering this Agreement as an expenditure in said budget, and it is within the sole discretion of the City's City Council to determine whether or not to fund this Agreement. The City does not represent that this budget item will be adopted, as said determination is within the City Council's sole discretion when adopting each budget. Section 27. TERM. This Agreement becomes effective, is binding upon, and inures to the benefit of the City and the Developer from and after the date of the last signatory to this Agreement. This Agreement expires 18 calendar months from the date this document is executed by the City, unless terminated earlier in accordance with the provisions of this Agreement. Such expiration date of this Agreement is presently anticipated, but not currently known, to be December 16, 2021 . Page 7 of 9 EXECUTED in one original this 2-" day of JA/c-- , 2020. ATTEST: CITY OF RPUS CHRISTI ILII e cca Huerta Al 'ay• o • III City Secretary Director o Development Services ...� uo.AU I t1UKlit► tY THE STATE OF TEXAS § 111,0 COUNTY OF NUECES § s �ReTARY This instrument was signed by Rebecca Huerta City Secretary, for the City of Corpus Christi, Texas, and acknowledged before me on the day of TL,f'P , 2020. Notary Public, ate of Texas /.SPRY P y NORMA DURAN {z° �A: f-A ID# 13191600-6 by NotaryPublic THE STATE OF TEXAS § < `"�o � STmE xp TEXAS 9 i My Comm.Exp.02-26-2023 § ♦ v Y vv vv y r v v COUNTY OF NUECES § This in ument was signed by Al Raymond III, D;.=,.•-• Development Services,fQLthe City of .rp Christi, Texas . • - •.nowledged /.If day of Li `'e__ , 20 0 • 4v..'�a o i•��' l <,l44' Cs1 °oN+� Notary Public, State of Texas S 'a'. STATE ,� •o ti pit F+Uf 26��,ti• ES APPROVED AS TO FORM: This / day of )ci , 2020. 1-vvi Assistant City Attorney Buck Brice Page8of9 DEVELOPER: "M Developement, LP /i Q511 d\o qo roses Mostagashi Date General Partner STATE OF TEXAS § § COUNTY OF NUECES § This instrument was acknowledged before me on PJ , 2020, by Moses Mostagashi, MPM Development, LP, General Partner, behalf of said corporation. ,.;,PRY-9•; CYNTHIA BUENO > n „ f • ��U ,n !� 4','"--V=. ID# 1178588-3 �V ` /l� ��Vv € `y ?*€ Notary Public No ry Public's Signature -Ns'�-. ��y' STATE OF TEXAS •.,'FoFn°',' My Comm. Exp. 11.04-2023 v-.-vvvvvvvvvv � Page 9 of 9 • --- - .-- 1. Ntte %-• 4 iA Traffic Impact Analysis(TIA)shall be required for the ultimate 15 year development ! craw, 7L-•••.,,,„ •,,,.. 4- "fa ecast for the intersections and access locations within 3500 feet of both sides of the subject pm men,mten al Iv 1property line along FM 41 This TIA shall be required during the public Improvement stage of I "i ••••IktOqs,IIACI1,I ''Ittg. ... . I.' lthis plat,prior to TKDOT Access Permitting for new streets,or city Site-work Permitting. ': . •,,,,, ,e, ,•C • ,k x i2.No access locations beyond those identified herein shall be authorized for plats or re-plats i• , i L S!TE" if' W 'Without a variance for lots adjacent to State tight-Of-Way. 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MEET 1 PAN.'.ROOM MO°OMR RAN.STREET AND MON SEWER PMR925 wm wanes.M%MUM s 910I AND awe 1919 WAW) MEET 7 PAM.MEM AND cIMP,'..PSTREET AMO SIOMe SEWER MORES .an MEET a SW ART SEWER NO WATER PAN AO MORE Qom mon vosTe non Too 027006 Tiort non son.Loo SNRT 0 SNWM!SEWER NO WATER EENT ATO MORE IRT 10 SMOOT SEWER ANO WATER PLN.NO MORE MEET 1I SWAM SEWER AND WATER PUN NO PROBE [mon rams ORD 1.m No corms SHEET 12 SWORE SEWER AM WATER PAN AND PROFILE PAY" - CITY STANDARD DETAIL SHEETS SHEET 13 WOW.SEWER MO WAXER PON ANO MOTILE AND M15JE SWAM 1070.40 wmROOM cu.NO ROM R.Us maw.[ours Pro crux.anmrs.M vu+x SOAR ANO TO EAST ., xrwrrxr c rauia,xoMno-orwlSl rM woowc«O cws,nucrwM Punwrs SHEET 11 WATER PON PNOR LEMM NO VN VACUUM K RRM TNL.WEE o. min In ANY CAMNII0M..NI Tan.MOMS.moo moo NM N.[CUTER..sos00.5 W RP [ MKS •••••••�'nom�w"m" CALL BEFORE YOU D10!5.4 DOTS SNRT IS SANTA Pu,1W,POLLUTION PROMO.PM.a ESTIMATE SEES,! 9m1ww,r�1 Nm 9,9.wme Tan.m.............."="0.,...'"1I moo wm.mom a,.. ,wpm T- .P«. SHEET 15 SM.w.,m wuunM PREVENTION PL. - POD mu I• 011,4 t.r.WI WI 0991.01 9.1 NOE PROCUM WWI I.0.5 COMMUCIOI OW IWON w IRT 17 STM12 8819 wEU1U1 PEKNWx RAN COO 10 Aa anon*no room, SUE 2000 star SHEET TW STOW WATER POLIO..Ma1EMn2 PIM Down fro Amon 199.999 norm.cr woo CM..or,Toon arum /, ,. .®.W OM..m..>cm.M ma .aura N10muEWw C011.11 SHEET Is STORM WAITER PL.PREVENT".PLO vao1� a.,a+.•o s v1PMx ae u corr. TRAFFIC CONTROL AND STREET LIGHT FEES -0(19-OON IRT 20 ETwwEy w 8010* .mMEEMgN PLOa. l P sc . n.l x11x raWs ""'"'ac aro a Ira mm jw.w0 on roolc OCNOTNO DELmnr rot maw=NO Mc CO tr.. SHEET 21 COMTE DORME PAH MO PROLE am a CM3 9.0.30.10 511.00 Mon Wan µKra..awe 29 Ncimmi an as M..men APPROVAL F.19 CM Of 1.49 5. 10"D"" GENERAL NOTES MEET 22 WW1 OROS.PAN AND PRO. • 83 19999 9.11 90 9.aww 9.1n..a.9.cmc W c5959.a RMWUWI"M"°"11aPai TRIM COME1Ea E.cl r..7ToNTYT Tart p 1nu..[ .,r1.ur..1z ' 44.91=17,1 MW108152 r' *oi.wr.MRWE ao.aW..n. no00001098.9.M SHEET 23 MP510 NOME RAN NO PRO. I. 1549119 19.0915 aae.a.1.N Rmw 10 RM.•r.nraw cam AT.x..98 ICIam W cm 91119 Sim a Na W or on... TO a o.IIT a coma.. 2SMELT 2. s co a Nom.OHMS �. LoaT69.129 1>�1 s-1,1nwW m .°,TIM w.vnnnnvL M 1.Amr m rv1Ma me.ac92 SHEET 25 TOOT SORE ROM CULVERT.c.SIL-542(51251 I) • 0T1Wae. .aaWOR O.Tom.Mawr WMa-«.Ras IMP!W18[MWr.Nm WATER NOTES 2 onarom(a con m NR RW,W No Nc.u0.eaa wN..m..aR IMMOL 000.4 MOLD,. a• SHEET 21 TROOP M.MX REVERTS.CP.MC-SEE(52051 2) • ▪ - - To ze Wm. w. Z.-T.,-...117,..-11.1 a m T .r,,,r, w,wMa1 ax..ww 7,7'TaD . lawma.90599.am N as NW SHEET 22 RMT SWUE ROM CULVERT.CO.ML-2(MEET 1) moms N.Nom.a .a.. - -w.mon.mon rw rat col aorto NIRan c[moot� w SHEET 215 ROOT SOME DOM CULVERTS.CO.SCC-0 MELT x) 1T coolluct FOOT • m 99 oN«w POD M..a Nome POM 99995A,u15 vNKs.999 ,. NM 5. WWI..,TROT.541-9-.1.091 a42.wxm.W NOMI PO W a Per c u. MPED ROI coirrioc IT F. MEET 29 MOOT ORME POM Gowns.m,1/C-11-I3(5001 D MI 1a WO 199 Re GMion a , No ".••=8,%":".•%•""V"""" !m[11¢M W<rM na Som roof Pw6a a.1.w••.N•+a)R MM.Sss MnwwO.o ay.M.s anal N a.srNww 415°.7"as e.i.a 1011,M na a 0071X x a RCW.M.m8,%M.•a.Wa a uo.W.c IRT.w HOOT MULTIPLE Ma CUIERTS.Cr.MPC-5-13(MEET 2) Ts collocron Dm wwc uLcwma.N r.Mas ""`"m°••"avulwe an anM m . am.x. ,.501.UM••M CooPcom..15n aws M1nRa,m M 11mn w maa a , SMELT 31 11103T MCKEE WKW WPM..WO.FOR BOX CULVERT, 59 ra ma coo 00 ronnx R.co Man ram ra xacM , me 9 No Mon oar a a.me 989.91 RPO W.I.an 1NUn w Tnwox 1x,9ra RwWm n o9>W,a.01x9 99119 I.999999 5.099 mom TomoMMES - 1.02 M _ non 0.1a11.rM ""•'M SNRT 32 TOOT MRTIMW RM.TYPE PR-2 T arra Tara aaau no mom v we mons No mu an .nom nom L '` >,ti15 POD.ma 1w•i6Rr6..-.scam..m M ono..Como.a.as..m arx.o m eW59e 9rxa.a. =tog n1011 M..a art a uaa ua2ss on MI Palm w umaw SHEET 33 TXCOTMISCEMOLES OX CUL sec.CAST 1N MACE. N>e 0a.oloel: . •rforn r5 KM.To mn toRVATTO 1.4 WM Tom or ov.ammo mos AN 9-9T9 1191 .99 p 9.9 999.19 T GOITIVAP11.1 Folk NI OM a MPA _ 00.1 M m MOM ramal Donn.na6,Mo RaT.RNW t w POD aw.a corm 198 sou No mt.w OIVEEOPERS: orTOMERND WI MM.am D mraNOow a Hwa Hoc.92 On..1o1R KSI.111f ACM mmaclwn 819.PRomm°O�a me.vM.w 198«a a.0rnlNrc n,a Mac aws MOSES TIM FOR •ww n'c1a a.10. [61.s. LOO N..EN AmiN c-goo 4N1M0 511110 NO1F5 Mau aNa w a. ,a m Moms.0 a loam PIM VWK w 110 a aw Roam 115 w1w.wc6a..a¢a mAan. P.O.W2 J33242 CORPUS C1M50,TEXAS Mss 1n an•Tomos of ••E.M Mmes m••M• 1 COMM.MVO w 0160.,[s,6ms 192 a 1ppm w PO.2 311(3]2 CORPUS L CO NUN.COACHII.CLEM.RS.nen sola EX PvC ICHCOUX 40 PIPE m.ma corm om no Omout moo.so. BASS AND WELSH ENGINEERING • ALL Mum MOT N ..95"am STORM WATER POO UTION PREVENTION A /aaaa m as•ea'o 3^'013 0.063'"• R REcsTAnox W 52R NNm,0201 Moi IPO• .....ID mN1.1113 N ACCPIO CE Wn M WNmw m CORPUS GMrsn.TA 9.13-2213 CORPUS PRO .POs ma. OW▪N CV IN DOW a a w1.6WTs I. cm-0022 PUBLIC IMPROVEMENTS TO 000110/10.0.swan MOM IMMO N moo awMP a.o.s.MMM w9.¢.MOM.,SEN,mon w m Mm.1M moo a KING'S LANDING UNIT I T. AL Awn.snaz mu O mil TM Mu TV TM..a W umA.n HPO 112(aAW,wL Nm vC1Ww,m lxo siY1°rm.TC.P 11..n.no. 3 r Tionoolmill T COMO ous 01....tRm.c a aWc®w M ................. 1 BENCHMARKS- CORPUS CHRISTI.NUECES CO..TX 3 192,oxn.15 w.ra NN a-w1m.a Wacw a®ww a9am,8 r 802120 W9m ,. 198 1.92 Hwa co a 19192 w ne 0015.a M.. COVER SHEETAND WS INFORMATION oA No 12Nc w.rw a-..101.La n•Nm 1.m Pe.wmr. OF NE..980 w.a LI:.No ROM n PL a,a POM 992...4.ri BMW TO DO Cr W.Saw w.a a u Ona 19ARwc. .616. ..�1.�.. ,.. ..::. .,n..„,•,,.,.6...,. LOLL,..:.. 192 WI,ao.n.Nm anu ao1 160.a.w a n16.n.L�unr Mn 1M«Rr.c.aW m«cTNN c`mo. MISCELLANEOUS .. TM 9818 sm.2998 W M OM.IRE POD No x98,e( Rmo PO,a m as M.aam..r 619.r WOW u a A.«•a,r o,a 028 o sow moo act P M.lac _ -ca acl a Lamm 1Wr ma R••••a5wuaa.auria� Exhibit 3 —I I——I—J LJ O H. tee-7-i H _r-1�I=-417 N —1 I 1 —1--1 a PROPOSED TENPOMRT 0 DITCH1 NI 3 ®n n _Q1_ /9 et I 13 50 m ®a la le —ir 34 17 33 I IMMO/1T a . . a . 5 , .D . .e o ,. .5 .4�-i n r— n I .4 o . e N51 , , , ,0IIN ., II .` r > ' > I Q > � IMP 11 a a em.e, itl4 4_ 4 IAP // GOY Is 4 o i v 30. in. la>.o>'3"__—_ l -— BASS&WELSH ENGINEERING _—_—_—__ T3 SURVEY REB ND 100037-00.R ENGINEERING REO.NO. 3-53.WU S MAEDA STREET.CORPUS CHRIST.AWS 713101 PUBLIC IMPROVEMENTS TO RING'S 0 100' 200' 100' LANDING UNIT I CORPUS CHRISTI. NUECES CO.. TX MS 000.1YENR R RCIEASEO fOR TIRE SCALES 1'•200' PURPOSE Of UTERI REME0 UNDER TIE AUTHORITY OF NIXON N.RUSH. STREET BASE MAP P.E.NO.36310 OF BASS AM WEL. MG.f 53.R S NOT TO BE USRU TO USED FOR CONSIINKOON OR MOOING ,> o,NS ` SMB, PURPOSES. .a s ��� >rt nor= vat&Na,LIN 3L r-�_J _ -- J �� J ---- , ,.� a14,i_ -,Irr ,L - ,. 6„ Eir N T2S -� I !!-E-,00.-1-- --1!!-E-,00.-1-- --II-q „ 1 7 el II 13 "i�� �� ID 1 . a . , . •n •I 51, ,.�B 1, i© 1; = n I Nn MI,, ,, ,‘ A , . . . . . . .. .1.1: 1. .. 111 if 1 . .. is . . tt.4. 1. it,..L.. 8.. . ___,,... .-....,!....pp .,,. ...., ..,11.1+1 isk 2•••••••. IT ••.- ..•• ''..e.” .'•. .--r min• ......., US 7 i 11 a • • a e 1 Y R al jW 13 • • 11 4 i R9 9 l BASS&WELSH ENGINEERING 11. 3111t_ ,N _ 13 SUMO REG NO 100022-00,12 ENDNEERI G RM.R0. — — i-52.205,S MA EDA STREET.CORPUS CHO..MIS IRM. PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT I THIS DOCUMENT 15 RELEASED FOR INE _ CORPUS CHRISTI, NUECES CO., TX TRPTLIi.wIOIaMON .UNDER SANITARY SEWER BASE MAP WE.N0.352.0 OF RISS AND WELSH DOWER*.f 52.R IS NOT TO BE 0 100' NO' M' USED SED s SOR CONSTRUCTION OR BOOM HPPuw sc. ro.Ye:Yfa SCALD 1,200' x awc toe '� �— am invane .a,3.o._11_ 1--I—H F—I—'a 1� -' 1 E.K ~ I--- 11-- H`r—I_____ la®J 4 L— C= S,— N -___1A xj y „I + I 22 i NT a 1 s+s N 10- 0IA —7 034 07 a 0_ 11 14 i 31 0a 1 +®31 33 ®n e. n s nl s. a N L--. x .„.4:1111.11., ,' � I I+. : .a . .a .a a a a , III l ®� ®Mm V „ " ,T1 : I -.._ I___Arrwr/tf/ 0001 ST . a , . aali ; C, -4 N „ip 41 BASS&WELSH ENGINEERING _La�-1�- _ 5 S30 4 BEANO 10 TREET.0.TPI FNGM STI. 54 TX 305E S.DMAKDA1500271.CORPUS GI EFAI TEXAS 1Ba0a PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 0 l00' 200' 400' CORPUS CHRISTI, NUECES CO., TX THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF W ERRRA RENO/WI. 1040K T••zao• WATER BASE MAP THE MINORITY OF NIXON IL YEI.. P.E.N0.35240 OF BASS AND WEL. ENCIEENNO.F 52.R 5 NOT TO BE _ USED FOR CONSTRUCT.OR BOOM R� to. wax.a p_-M8. PUNPOSES. Ta f o. >.a vow 30IT_132_IV_ CONTINUED ON SHEET 3 CONT INUED ON SHEET 4 HpPP I.�a>cir.wrr.,a,.eana , MATCH LINE'A' STA 12+50 NATLH LINE 'B' STA 12+50 1 w N C) n 'n N \ N {I 0 `; m @Z? }° 8' 1g c ' to o TVA rw io.u�u,xe x 1 . o Yk �j .Y q 2Q N I... 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(i) PROP. .R•Rcv a amx I l n v; B I 1 I LOT I 1 I i} I i� $ R J e 'll 0 L ' a ' °° 1 1_ 0 III /,• I .1 I s. al y i -I 49 I o PI , . 1 4 {'II 589'05'03'Y / B .0 5 I $ V 159.34' i I I �I M I I p M I QM I. 'SLI' Ip I III 8 F,3 8 IMA. WW1. 'I P R �2 I i IR 6 onx p B `<w I 1; I II1� ' PIA. .e•Rrn I II 022 I I { III 8; '� . a.�Be 'b! I 11 111 ef.Y' ,II f II IIII / I I kj . . I i. . M iI II .. i 11 k III kek 8 8�C H I. { I II +I 61 1-1•5 00CINEMI IS RELEASED RV IIC ar,.,R....a�7T. I0,11 RE I�l, Ii. Q III, fr.' ,,.aa yl. Q Q kill a.wwP ""m 1 I F k I -1 �I R� al. °� �. of 12. I Iii // 0 1 II :r-r ed a m i s } `,1.1.::11 z".�'..zs„ 1 n SOLE. l I I {{1/I ICY 71. o i i 8 _ .i. ? .� I 4} jet lIjI m. _K 1 I I La La i 1 ////�. �1/I/ ° Ia ) I • 9 yY ii/ "'�/9,,1/ 8 e ,• g 1 1 I g `I g`v eq /. Oz IF I " ak/i A II a .'I/ilia, 2 4'a tig a I li J....-• 1 �RRd >q a i -' CI q,. B 41 x I x ' III ,Ill rm., Fay zr-,1; I: I 3i� ani o IN I I I I I g ; I i'l $. .< ' {I III 8 _ 1�} 1 I IL -roar 13 11/ I 1 . on P, N _ P, N N `J ' �_-R� _ ri `� pir.51,-„, —1•7/1-- _ J 9 I eL� _1,R �$n - IW 1 �— LW MIST vsunm / B `m011111.1i.— LW nal olurw, — _ - �o If m¢+nnurroi A a o H •Q _ `plc �Q� ;Ili tl _ - - v n v vxRlEr LOCITIQI 6 xxikTlMG 16'VTR —- y--.41 LI MILL 7'+1ep ' s__ tl Eft,r v tl --b---- PRIOR TO IiNY TMS fYO1K,ON Il ----------J�a II�q n l� diM.3fY£RCR R0.> g __ _—_—_— _�_—_ e`I_ 1___—_ —_—___ _—g�y�_y—�g4___—_— --_—_ - ,1 aYMalKxomr Nz _ P •-F.-a•�'TRss..,--_-- Q CONTINUED SHEET 21 n t1 n r n MATCH LINE STA 21+59.46aolvel•iin!.•300111g3OrrnarrliMnit•sm. r.IV MI=•17:1311•0110o 31...30 =A su e....w w..a R.ra,. oars mw`rtill•AIOrmi ✓ .'ars """ m,. ..e.¢swa✓ m 3.. a.n nL •• ... --- — /r":'rn ,.wa.r . v s , 31.00 2+00__- 3+00__----4.00 5+00_--_ 6+00 z I I C «„ alta PRd. TC LT I.RT f 0 3% ✓•n.l!/ r g " - -- 9 r .a.s u•. II N 30 n 30 • '8 s • •On` rii - - .i1 N 11 pa�g z R - 25 '^ V. V'T• 1 BS IP O PDX .'6'e a I I ra'sP rtia^ e R _ y a¢ pYn n I „ „ PDX uT Rif n @X ! .._.\ ..__._.. _ PROFILE -BLACKWATfR ST 2 0 Ci Ric — I ba ^e ^ I X --otm m" f �,_`...-._ � s•an�Y-d�c VP CG Si ^Z 0 " R. sa--- 1. 4„ •a ----1 r-- -1----I 1 f'I ,rte — P� N I .Rm. •a'R c 4 y i 1F x 1+002+00 3+00 4 5+0033 a / 1 I I nrttivE,rfnmx �� !ig 1�== .{« • Ig • J �`...s._-_1...L i L Y I a xr n�mo k -� I_I__ - - : :.1;/‘,..Tv n- ._ s.41.�___._....._—me 30��� I � .i ie w�o{{a n.ry ili I / -— a1D'aN sr-� —- na,s �w I`�' V ��.oRoc � _�✓urv,rao a �- ' _ - F �4 25■��� I 25.fin.wwr rc y2� \```"'� �•-as - - _�K I re Iew rr au.nvn y 20 20 0 ; I 1 I o� — r ' - I 0+ PROFIT E-RHAEGAI.CT o • ' i.; " I 1 I I PKW. .'X6•R/C 10x g CLLVERT f 0.0'JX c J 1 4 :2 a7.441 ,. �,rL 1 I { _ w xm- �•r.•wPr.. - - nsr�nA,/1 �;*. 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+ n o AA I PROP. TC LT{RT! l]X I TC LT 1 RT f a 28 -z Z P "� lo vu~uoo. awn ru.=. .,v 30 �..an�.`,ETA n.n.t•n•.n '3U�4d _ r..'441,1%vrr-\ v nm w,.wnia l� ,'-\ ••mwnw e.s,a 25 n. rt,.: xrr n.r niw.,.n.,ei��p Er.-- nu.n.r 23 s 14 9 bar m SECTION A-Awe I 'm 10 w r scRm o~ 7. we I 20 20 0+ „m,•u I_ PROFII F-DROWN ST ,0i • a 8 4 hp 1 fi PROP .x•R/C fox Q _ wa. i II , • I CULVERT f60.OSX LI.^artt 1. iims J Y•/Ro•uwn IC LT A T ,.i L R j 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21.00 22+00 23.00 { 24+OOC1n o "P vmw.'grra'amsr q '� YfN 40 .,.. n., •. tic IC LTf�x I `f�.r a.�1 ira`i" p1 4-j • •Nn � II!,..m r m.r. ,� 1.-.. v ��I 0r 1 i� r-.:w35 .r.area.,»- m'na ml • ali'•n'sa"m 35 R 9ey' na,.m n K ----- ____-____ ____- ____ _ _ -__ _-, _ - PIAN-R/C COLLAR AT JUNCTION OF 48' _. S i 4' ,.1., -` � '' -_- _-�--/—f ��x.n e Ra -��.' 9y✓1>i— n Vt. RCP WITH 4'X6'BOX CUIVFRT 'I I'4 Hi rc✓•nco ` { ., "' - "40 a.s/J'F„�.f' !na _ arc 30 � sR"�`�n nTr 1 T f a g c.i,� (! • 30 rc • 4 m . Pam. WPC.I a rex L . PROP. ••X6•Ric!oz Cavort f n os[ PROP. 4'x6•Ric rex CULVERT 4 a mz ra.rraswsxls.mr - .yJi25�mo Moo u•.• \"'ate,V.II nry,vcu no u,- / ... I_ _I T 20 Na 1a411;• 01. wR•.R.,r 20.. m a.J . 1 1 @ PROFILE - IRON THRER4F OR soars.aR1x 1 BASS&WELSH ENGINEERING I PR0 .1111 RCP TX pNMT REL.NO 100027-00.TX ENGINEERNG RFC ro 8 0 I a OSx tl o P-u.]0a S.wNmX mut.carers clmsn tOUS 7M0. 'Ii Ran 48 •Xl PUBLIC IMPROVEMENTS T1 TO KING'S LP A 4+0 00000*010+RELEASED me CORPUS CHRISTI, NUECES CO., TX Rm. I neo mm I III a.,+ PURPOSE On a INTERN UNDER PAVING, GRADING AND DRAINAGE PLAN I I •. I” P.E. watt a NIXON u.M'C15N. 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I I, Q1 -1. p„nb Y I MSTISACT S.CERTIF1UTE 31 MS SLIMY IT.NM.,S.CalltrICATE.SAID SIAM. 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8000 I I 1 �� y,1,� R ID 1 � m.,..w c.nc.N.,v 40 40 frp 1 1.+ Ili I !' 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WELLS STREET AND STORM SEWER PROFILES 2b D<BASS M. WELSH AND 60'HDPP i0 DITCH BY OTHERS ENGINuSED H.C f TR 0 a OR O BE R r w I2C x ,,,,,.Z„,,,,,,, � � PL'URRF0515 carslRucnaH oR enols _]IIL_ ISS PURPOSES uALE• • R moo` a. CONTINUED ON SHEET 10 CONTINUED ON SHEET 9 C e R MATCH LINE'R' STA 12+50 1 MATCH LINE'A' STA 12+50 y p 1 8 N O i a- m N • I A. o I - I ={► _ �I he a O 8 , amt 1 ! ": 8 I a x . I ,-3.2111 _ ti I d .•I tl b I LBl IC -5r_e I '_ 1 Rg-¢g I i I i F V 2 CONTINUED ON SHEET 10 `, - S '1 CONTINUED ON SHEET 9 y 6 MATCH LINE'B' STA 12+50 1y MATCH LINE'A' STA 12+50 `� 2 ai n Iva III y 1 n lrxi ao I i i g Islk I eY [!i B e I `�yA-PROP.a8.PV'CMVTR e _ ,. I ` �-yJ�yIh _ - R.,1w1wA..1a ,I.,1�+.._ p e. C . II i, 1 @wk I , II G II II I�.1 �'Ll I i , "j Ga c i 11 x 0 I I STA 11+86.22 `` SII �� III i K 5y LOT R I III PROP. 8'PVC VTR Q i N PROP..z•P.c ss p I 1 Rai 8 Y I I III 1 IINE•A•O fl.l IN�! I_'PROP. i. LER I'Ma F. -� L I d.Y til `` Y IIT' g�6�614''Rsn"�"VTR - I s� yan•n p I I tl tlE I STA I1+00 4./ III i$ �. 1 III m ```` PROP. EC PVC Y C I I rLoT 21~� y i` iY p I�I�I}r,o 1 I t III 02 E 1 `a ■ r' • 9 8 ��� Y III 8 1p .i. I' RaP.10•P,c ss '. 1 3 t 2•a o.2ax 1 �� , . " fx s I �M 2., s II w II _i I P. .. I tl 2� e1 w wm I fl I� I I. 8 i, i Ca m I . �� e "fir,; i .a,.nrncw 1 • • I II I s D 1 a HI 1 �'•„Q• ,Rlaxi�-wr I Q II 1 . I if , i I i " 1 Y.eP'`."•,..."410'1,.,,,,, } 1 i yQ .y It hi 0 il 1la b: 1 .3..7,,,,T..... 1 �� a8 R I ib 1 4 8 I�Ip � I O II n 1• 11 Ng n Y ISI LOT 1 ll II ;R ' F i -f C 1 I V , 1 ! I1,1j I PROP.OEr PVC VTR �' I I I K =1 `\a e_pi ' 1 E bli 'ITP rR 01 E l o E i i �' 17 PI •c'a o.ax ••" —., -3•05'm. e•Pvc ss 1 •I rx o S 1 ` R it 6 v: 1 1 4( 58959. 03•A ' STA 6+t8.27 I ! II _�i i I A di g I I STA 7+00 II 1 1 g 1 I ' I PROP. Er PVC ATR PROP. 8'PVC VTR II I 1 1 •G IA .8 4E I I 1� ��' �• rRn1"rR Ar nrY r 1 e �:. ��: 1 1 To-p.p. 8'PVC AIR PNOP.lo•Pvc ss I O 1 I b =- $ i i d I a L•A•a oaex I n I e�R 1 1 II 'fid III II I -....A.'"'"-t. I '-` I i 1 11 r?.Y PROP. le PVC VTR II II ' - 4 I 11 1 1 I / 1 1v �. o R '/ ' y = I YTAS IMMENI IS MEMO i ! i 7 INATIOIIIT,0(MON li.MS.: I p •• ip ± wm.uGxe �/ I I/ 1 pe I 19x 1-1 `�Y• p van I /y �I fil ' I I: E MI �' //. o r fir lea' II/ • // 8 ip 8 0 74-0,1,"41%.... I�f f_iiFart M1�.e i eo ii SCALE.11//� i! LOT 2 I.-,1101,IR r,. ra 7,171,7.1"10 1 i .,N P1 as o 1 // II, I - f t /I f �.rs.w rwe N 8 �� ..PROP. 112 PVC VTR I2" r, p ac 0 Y/,.r „' TII 11 11J// orz „ N1 ^ r IL 1I o�'8@ II l II lit I O 2 =e 99 ,1 R I L,^ .hgE f� ��`,� ��a . II( PROP. 16'PVC YTR 1 ¢ 1isa PI II 0;1 1 Ic'1zv im II 1 iit g , N4 0 ; o SII 1 II „"s 1TE -bn J1 I I I u w:<r::a�. -? 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CONTINUED FROM SHEET 17 F-92.SDS.S.MAEDL STROV CORMS<ITOOTI,IENAS S PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., TX THIS DOCUMENT IS RELEASED FOR THE THE AUTHDam a NIXON M.UNDER STORM PATER POLLUTION PREVENTION PLAN .O OF BASS AND WELSH ENGNEERWG.E 92.IT IS HOT TO BE D 30' f0' ILNI' USEDFORCONSTRUCTION OR BLOM Ifod =l �Esan Nn pas M RUPP BUS. ' t'�f0' w[R�JOI_ ,a -�-- em 03/10/30 30¢*8v_1E- ' >>)))>)),› Z v IMMOMC..ma..•TR I �— - - - - -� _ _ i - - - - + - - - - + — - - + - —� )- - + - - - + - - _1 „ 1- - -) - - - + - - - - - - + - - - - - + - - + _ _) 1E. I I i I IT I I I I I I I I I2 1 I - - —� r --i 1 h - - ii r - - T - - -1 r - - T - - 1 r - - — - - -1 - -ir T L _ o I = I 1 I I I0 I I Im I I I II - - r - - 1r - - T - - 71 r - - T - - -I r —- T —1 I — — — IT_ _ CONTINUED FROM SHEET 3 I 1 -I_ I J -I- }�/- MATCH LISTA 24+59.48 \ -I- J _ —.•gym --_ — _—_•'r ____�___ ___—L___—�__ _Ne g? k ` nMa _=.,_.._____=____ _____=.1----...".1-- r-----.7.----_ -__ -1— r— __ � _,_. .- R :ROH THRONE OR(FU`URE). . .W. . . . . . ,, . . , ., . . . . . . . . . . +� ,/ o F1 J L _ k) I € I I I i N 0: .t i,.it iia nm /5+00 26+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 i 8 43+00 -, ____ ____�_________ ---- _____ _ ___5__-________35 is ,0 2W 25 _ _ es >i iJ FL PROPOSED TEMPOTARY DITCH N 0.07% na)a ea , ti FL PROPOSED TEMPORARY DITCH 2 0.07% = 20 T. -- _ -w;_ - PROFILE - OFFSITE TEMPORARY DRAINA[+P CHANNFI �•� �� ELL BASS&WELSH ENGINEERING Ti SURVEY M: W W00.1R ENCINEERMG REG Ml rr,t van Rumps or Rap.RM.uNE.THE E-G4..IDG•9.a,11F11k STREET,COMESCIIWGII,TEXAS OI 56X40 OF WS ma...511 OWNEERNS.F PUBLIC IMPROVEMENTS TO KING'S -.1. t4."°1:".12. 1:1;1 T O� wIT ES NOT TO TA MD®ia wwsa. F0A C0��)" 1pX LANDING UNIT 1 +i. CORPUS CHRISTI, NUECES CO., TK lam. OFFSITE DRAINAGE PLAN AND PROFILE SCALE.F.60. ... OP J..L at a rA.�JO` w 0a[ a snr Sl>�L • / -1_` �� --.- "1�`v C y' `C ` ' \ 1 - ------- 1-- 4 ---_ 1 ---- ----- ------ + I ) r 1 y1 -- I / \`\ I' \�\ %' \`�\ // • \\\ i \\\ i I ▪ h -I- 1 i I , \ 1 I I -r h Y i p +I 2 11 5 c 1 m I_ n a i r i r 1 OO C J_ 1 r i i 1 I C o 1 I I 1 1 A 1 1 f C ] 1 ti 1 I 1 I K 1 Z 1 P. I I s I I 1 I i 44 y r Iii,..7.77:.a li 1 < r J- i . r L i r ▪ ~ r 1 PI 1 1 1 1 I F � 1 1 1 r 1 1 y Y y r 1 i i r I i -r 1 1 1 1 9. 1 I I I I, i I I ) . >a 20' �> I I I I 1 J_ — s< ..IT... Aw — -r -r I T j 1 1 I <� — — -r —�1 I \� i `I I 1 13 1 N: \I I I I 1 1 1 1 1 13` 1 I I }♦ 1 1 j 1 1 I1 L 1 COyI j J L T J I T 1 I Y l 1r\ J f 1 I I 1 I I 1 i 1 lay j I T 1 I 1 1 I ; I 1 .5 �;� 'Y. 1 TIARA LN aw J ucml L i ` (EXISTIN aw0c p.,...,p.,..., ron slx c F., I . 1 I -� AI L BASS&WELSH ENGINEERING -_ ---------___-__ _ y TR SURVEY IEA N 100027-00 C.TF t....,.... IES.X0. 1 f-S2.lGOI S NNEA\STMT.COMA CW,S)1,TEXAS]!W. 1 ` pa PUBLIC INPROVENENTS TO KING'S n.IS ILA 1 - LANDING UNIT I 1 ;; e CORPUS CHRISTI, NUECES CO., T% rFpPp ggyy pp S CT 1 J F9 r� GQ4TCH<FSATI�g�7F($l 6a OFFSITE DRAINAGE PLAN AND PROFILE d3hO0D TT SSTTA ) i L J I '1.� -- KOTOO.a... ` ,M. W]-0/ MATCH LINE STA 62+25 CONTUNUED ON FOLLOWING SHEET Axis, 1 33+00 11+00 4S+00 46+00 47+00 18 35>c+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 0 5 n 30 - - `-------_ ----- -30 r i ri� o N rc 25 - _ s g �c� �nn]a.,] FL PROPOSED TEMPOFARY DITCH B 0.07% fL PROPOSED T�MPORAFY DITCi Q O.07Y. ..s .- 26 a 3s 20_ - � ln PROFIIE-OFFSITE TFMPIIRARY DRAINAGE FH/YNFI /4 LONTUNUEO FROM PREVIOUS SHEET 5 1 ...c.sa Z MATCH LINE STA 62+25 I I O reit K�.:`4r° 1 ' }""""' �' ` rL 22.@ s I E I ' I wm.sru.a..wi+¢v Aiim r.usr I RNLI II I �.a.u, ..v.>¢n. us c...ic. I I 1 I I i I I I 5 ; I I I I J r I i i i I / / a. - I— I; i 1 L 1 L J 1 1 L 1 L 1 J L 1 �\• —' 1 1 SIR MOS MIN ROIL R — 1 —--— °T PROP. 6'%B' R/L BOX I / \�\� I n r I I I T_ CULVERT 2 R.12Y. 5Ti cE.ee.15 I I I I I 1 I I 5 PCI n 21.50 I I ( I $ I 1 " C I C I I � L 2 I + F. r 1 r T I I � �\ 1 \a:�b,�4 I r y I i m r I I ^ I I y I A I I e 9 '13 L n = n y i I I — /� 1 or"„ .... r 1 }a y t 1 I / n;.r.r a y A iTztiTlvz a/C PIPER IPO PINIER .rt.m a 07:1r.1.... ""' TYPICAL R/C LINED CHANNFI SECTION BEGINNING STA 76+80 AND ENDING STA 77+16 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 7R+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 �� 35 I 35 ..c.•t.'411«.:.%14- ....ocs05Ow IS It 30 w 30 —_��� Nom nu sac _ H 25 25 RAN n FL PROPOSED TEMPOFARY 0 TCH 2 3.2Y. ____ � "�,. _____ 20 ce wee oe FL PROPOSED TEMPOR DRY DITCH P 0 27.. i uF 20 sero.iRi '� - rc� 15 -- , `\\ - IS ruoian.ne. -444,7'.1. ,... 'r;'ri io e 6." 4 R Z 1 u 5 11 - 5 0 0 Doo.n 1.4 Ta area PROFILE-OFFSITE TEMPORARY DRAINAGE CHANNFI .'■ 1/- = ....... oo.sm.na __ _ """":' 1:(4,11:::41:1•7' .rrs oecuo..rs asrsvn For TIE PURPOSE[ r.R�w`s� ,.""",1 OR � r« 5.N R WELSH ENGINEERING \ L J TY REBAG.NO& 7-00.TX EWDFLN G DEG.x0. E-50. WELLSMEET CORPUS ENGINGNAWEERING TEXAS Mb .+..-Nm Rws rmr� w.cs PURL IC IMPROVEMENTS TO KING'S sl' 1 51411.11:110..1;111 • e., n.rRR n.m irNis xm. n LANDING UNIT 1 )I _ _ CORPUS CLAiDIUNITES CO.. TX DETAIL'-RFBARINSTALLATION AT OFFSIDE DRAINAGE PLAN AND PROFILE DRAINAGE ENTRY INTO PROPOSED 6' X 8' BOX CULVERT. SC KE.P•f0' I PI NRNO. .114I POS-1.IMUTAZOPT POT MOOT Wad 0 A TUMOR SeCnET maw an SOW Me XX0 10.e.00CFP1 A STOMA°2-3/11.TRW;WM POST.Mol Km. W Oa MEET To HEENm TN rvn,.O BIYI,,, rop moony rpm To er MEOW.tHE vu a Y"` ,"m Iw gy..,.10 swim w, y ee I I FOR PRIM�n w m „„,.�a wu aw�,wu w.ovwY a ar fog fana moron HIE OSE J y ;.,,1,17 new.a SUE w.:Two H STREET e JJJllJJI oeS T>ama� a� -.I">< -4�L =M` -- .em....a era oax e 9 1r __ aPL, Omar PR SICK LOCAT IRI SHALL BE IN OF MO TO HE AREAS SHASED IN HE aTN.°a MfL`�t mom 4/- meow. POINTSCPYRr K�n ABOVE DI ARAM OM OWL OE AMMO AT M WO CP ammo.m.Iar./-a Arr W/IIR ro x nwm uc.Nf nava. ^.-Nr r nu MOT TYPICAL STREET SECTION - 60' ROW No I eI1, I 4m Ru los f.,.. x.mecum an we TOMO r w mm SOS B Oar a o fn foam =,T,x ,,,e,,,, -�mm.�, s..Nn+nm Num.,. • WI w MeV ,:a ANxw.,m m..e ISMS. a afw®.m y : IllaLINA:n'V.,' =IX._�f:o-YO" '- Yna.a v..7.1.0a A WM.m y v POZ-LOC SIGN SUPPORT ASSFMRI'L I. CL STREET n pm TeenT .•v E WC Wig � 1. a 4mrN-� vnvvai I`swoop �4r BOWL,OY-MI uvn m v N Iwf fan.mo um m f r Wpm n, Tarrµo.ace or R`mTIP IDOn1m.® * * * 4, ....,:i efle.floe N m.KaOf TOM MO Wim.. a a�as lliE,004 EV,51.11 MOAT CIE0 me no uxo J m�a IAM(10 , sBs.rE MOPED IMOY.arm...aiNEF r mosses POO MI aR.m..wmonTO See SOMFILD i-Pi a.�...I Tmrme T «.m oc.ro ro f....ca. HHOL V„'ua.Iu`.a r•rr.c r'r ` APPROX. .111 MOUNDkfu. mart• TN4u nm..O r au Fa TmafssxT..Namzoom asE vr�TYf, n< e e STOP SIGN INSTALLATION FOR RESIDENTIAL INTERSECTIONS e• DETAIL - END OF ROAD BARRICADE ...... TYPICAL STREET SECTION 4- 75' ROW INSTALLATION (TYPE OM - 4B OBJECT MARKERS) N. m Men.o. a.MUT KC=WM Or SE MKS O11S1 r TIRE w m hi TB. ws .Tl 17=T ITR aIIm4 r e• 1.11 IE O. IRIm4 am NM as m E ,r(.....a)) 4 xa OK rNO v a alwTo-�a SHEET ¢� PROM= � ..m,e _ 4•R OK m4I. FL R PLAN F OINOTT ( MO YaOIRE`Wxms iro.l NORM COME In.MT. C•b i ler.n wnn T.MOO=.IL COM n.¢MOP f.e THIS ODCUYENT IS RELEASED FOR .C MIF TIMAGUR.IVCEO THE PURPOSEOFNEON REVIEW Nom my no MM. immR N COmRTE.IMO TO CONFORM. UNDER THE• NaNlr a WON WOO= _CM SEN Sas wEISN, E.NO.JBB40 OF MSS Y. COMPACT m a rNOa[n OF WPM NII m Prov MOM a N DISITAME00 MIN INETPLL MEM OF`AUNT.q j AND NEL.ENGINEERING.F .R amTUI[Rpm memo xtLassioN`orammoamruw WE Irma DE mot.Air I. ATE Or vLIN,as` IS NOIR TO BE USED gpFOR p.m cm Nu TS r 4000 OM TYPICAL SECTION - PROPOSFD PURPOSES. TYPICAL STREET SECTION - 50' ROW CONCRETE LINING IN DITCH AT END OF IRE PROPOSED STO PIPF NTS BASS AND WELSH ENGINEERING TM REF-S=.3054 S.ALAEOA STREET CORPUS CHRIS,DD.70404 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT I CORPUS CHRISTI,NUECES CO.,TX STREET L SIDEWALK DETAILS 'a ..ane0 m[E!H sal.. • (Do,.min to S'-0'mow. Eetlmotea Otto felghts ars shown elsewhere in the plana. For structures with pedestrian rail, bioyele roll or our!.taller than 1'-0', refer to ECD standard. For etruoturee with T6 bridge roil, refer to T6-CM etondard. For structures Nim traffic roll, other than 16, refer to RAC standard. Length of Bow ®For vehicle safety' the following requirements mei be met: For a uoturee without bridge roil, curbs(Moil project 1'-0'< 1'-0'< et than 3"above finished grade. I.-0.0 Bare B'-TOO& ED _ -aFor rstructures with bridge roll, curbs shall be flush U 5 U Bars K Bottom Slab with finshed Grade. eyes Bars f Curb heights shall be reduced, if n Bary, to meet the E Permissible I Bare C Top- Slob 2 andve no additional a. No changes aampeneot ion will O 0110w00 fill be mode In or thieles Conal Jt fiats 0- oitan Slob ,D ITYp1 F2Nark. IS! E�II 1 t ri brill !! II !'!Io Fpr urbs lege.Than 1.�h , tii bareA arr.ues ea. Idni yl3'.high, bare I(may bilmtmminimm E I BYPI i I�1I���������1��� I� � 3Y pliiill11II111�11I' \IIiIIIi1IIIiIiifli ®1 ew ere sal. 2'-0'when RAC eto.tlara la referred t 4 _ f elsewhere In ins plane. "$ 2' Iii ' tliiu uWWiiiii Wuuuilumuiii• m gL = (Typ) .- F2 IIANi9IImIm m mil i.D11mr111J9m Deformed welded wire reinforcement IWWRI meeting the I 2" reoulrementa of ASTM A1061 x �'���iim�u�u�i���� :IIIIIIIIIIIIIIIIIIIIINI can n+tonal reinforcement shown of the,Contoracator'e g$1 (TOP) E �� hl option. The area f required r Inforeemen+ De b2a F2 _ 1.1iiiiiiiiii19 I(iii I��BBBIBIBiI1�I�191II��I reduced by the ratio of 60 Kai /TD wet. Spoolny of A -.m 11 WWII Is limited to 1"Min and 16"Max. When required, F8e ■W �[]�[][]�'�[][)�♦��� I������� �I���II�I1� provide lop apt Ices In iha WO of+he sore length Lei v .. ■ - . rGOU lretl fOr me GaulvaleM bar 1a�fDundltl p 10r I mF ;,-; r F2 .-- - .■m�..��.r■�-..,wm. ILII Nire aloes between ogre+lonol bar toes. r•=>f r Ii i- --1,- -I- ; -- - -- Itillilli l:itlilllil� l Example Conversion. Reel ocement of No. 6 Or 60 at 6" — Spacing with WWR. 0 Comet Jt Bars F,-Top Slob Only 1 WWR required• 10.14 eq In/0.5'1 x (60 hal/70 bell •0.751 so In/ft. IIx S ityp) If 030.6 wire le used to meet the 0.751 so to/ft V. requirement0.306ein this exstp le, the required seaoing €k; • (0.306 eq In/0.751 sq in/ft) x 12 In/ft•1.67" TYPICAL SECT(ON PLAN OF RE INF STEEL Max tiptoeing.Required lap length for the provided 030.6 wire Is 1a= le 2'-2" (Lao required for uncoated No. 5 bare, as 1x51 shown In Item 110). z°a 1 � 1§!aGENERAL NOTES, I•-0' Designed according to AASNTO LRFD Specif'cations. Oeaftp; - - (' Fini had Credo Allreinforcing ned rnsteel 0 fill height Sheen.. e r Ln O (000Oeay Slope) All concrete el be Class be with these - 3 a ptiwe+ u Claes"5"for tap slabs of culverts with overlay, with l-t0-2 course surface treatment, or With the top slab as the final riding eurfoce. x if a 1 Claes C'concrete shall have o minimm campresalve N l etrallgth of 3,600 psi. Clams 5"concrete ellaii nave a minimum compressive strength of 4,000 Del, 3'Chamfer The use of permanent forme Is ne+allowed. (See GENERAL Thu bottom odds of the top slab shall be chamfered NOTES) 3"at+he entrance. Reinforcing Dors shall be adjusted to provide o minimum of 1 A.clear co Construction Joint.Shown at the flow line may be SECTION THRU CURBa Ised maximum of 5'•at maroptic on. Con+ract 'e pil . If thtaoptl ail is used, Bare E may be cut off or raised. and Bars C and 0 moy be reversed. See standard SCC-MD for skewed soda, angle second and lengthening dNalls, It.93 LOADING SHEET 1 OF62 Ji M ,,, SINGLE BOX CULVERTS _ n- �a, CAST-IN- LACE 0' O3PLL BARS C BARS D BARS K -se (Spa•1'-0'Max) (Lengin•1''S"1 SCC-5 & 6 eneeslp mW eeso Im.e.NmGerv..w Vela Min,oe sere A., .... ' w e_m,Roi me —' i .,em Ow BASS AND WELSH ENGINEERING .. - Tx REGISiMbON NO.F-52.3051 s.NANO.STREET CORPUS alRen.TEXAS 78104 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT I CORPUS CHRISTI,NUECES CO.,TO TXDOT SINGLE BOX CULVERTS CAST-IN PLACE SCC-5&6 vox WY 011r mma ov,,,,.. WIGA0 MM..-,r_r_ . BILLS OF REINFORCING STEEL (For Box Length • 40 feet) QUANTITIES • SECTION Dl9ENSION5 Bora E-64 Bars F2-64 Bare H Barn Per . Bars B Bors C Bars 0 Bors F,-•4 foot of CKb TOt01 of 18" Max at 18' Max 4-e4 K Borrel J w ^' w Can. 7!: Conti y Cone Re: 5 H T U - No. in 1n Largth Weight No. 1n Length Weight "%` "V" No. ,n Length Weight "Y" Z" No.Length Wt No. N Length et No.Length NT Length No. ICY) ILbI (CT) li ICY) Ilbl w w 5'-0' 2'-0' 7" 7" 26' 194 05 5" 5'-11' 1,197 162 05 6" 5'-2' 673 2'-5""2'-9" 162 *5 6" 5'-4" 901 2'-9" 2'-7" 56 2'-13" 75 7"39'-9"212 22 39'-9" 564 5'-11" 16 4 40 0.353 96.1 0.5 56 14.6 3,896 -0" 2'-0' 6" 7" 30' 194 *5 5" 5'-I1" 1.197 194 *4 5" 5'-0' 646 2'-6" 5' 2'-6"194 44 5" 4'-9" 616 2'-6" 2'-3" 56 2'-0" 75 IB"39'-9" 106 2239'-9" 564 5'-I1" 16 4 40 0.391 80.7 0.5 56 16.1 3.282 5'-0" 3'-0 7" 1" 26' 194 *5 5" 5'-11" 1,197 194 44 5" 5'-11" 761 3'-5" 2'-6" 194 *4 5" 4'-8" 605 2'-6" 2'-2" 56 3'-0" 112 7"39'-9"212 26 35'-9" 690 5'-II" 16 4 40 0.396 89.6 0.6 58 16.3 3.639 L. 5'-0" 3'-0" 6" 7" 30' 194 *5 5" 5'-11" 1,197 194 04 5" 6'-0' 776 3'-6" 2'-6" 194 94 5" 4'-9" 616 2'-6 2'-3" 56.3.-0" 112 16"39,-9" 106 26 39'-9' 690 5'-Il" 16 4 40 0.434 61.5 0.5 56 17.9 3,555 85'-0` 4'-0" 7" 7" 26' 194 45 5" 5'-I I. 1,197 194 e4 5" 6'411' 656 4'-5" 2'-6" 194 *4 5" -6" 605 2'-6"_2'-2" 56_4'-0' 150 7'39'-B"212 26 39'-9" 690 6'-11" 16 4 40 0.439 93.6 0.5 56 16.1 3.806 5'-0' 4'-0" 6" 7" 30' 194 95 5" 5'-I1" 1,197 194 *4 5"•7'-0' 907 4'-6" 2'-6" 194 44 5" -9" 616 2'-6" 2'-3" 56 4'-0" )50 18" 39'-9" 106 26 59'-9" 690 S'-11" 16 4 40 0.477 91.7 0.5 56 19.6 3.722 $ 4' !0# 5'-0' 5'-0" 7• 7" 26' 194 45 5" 5'-I1" 1,197 194 w4 5" 7'-11" 1,026 5'-5" 2'-6" 154 04 5' 4'-6" 605_2'-6" 2'-2• 56 5'-0" 167 7" 39'-9"212 30 39'-9" 757 S'-II" 16 4 40 0.463 100.6 0.5 56 15.8 4.060 OC 5'-0' 5'-0" 6" 7" 30' 194 e5 5" 5'-11" 1,191 194 e4 5"i 6'-0' 1,037 5'-6" 2'- 6" 194 *4 5" 4'-5" 616 2'-6" 2'-3" 56 5'-0" 167 18" 39'-9" 106 30 39'-9" 797 5'-11" 16 4 40 0.521 96.5 0.5 56 21.3 3,996 •z` e5 5" 6'-11' 1,400 162 s5 6" 6'-8' 1,096 3'-5" 3'- 1"--162 05_6" 5'-6" 957 3'-1" 2'-7" 56 3'-0" 112 1 7"39'-9"266 29-39.-9" 770 6'-11• 18 6 45 0.439 115.1 0.5 63 18.1 4.666 (, 6'-0' I'-0" l 1` 20' 194 x.% 6'-0' 3'-0" B" 7" 26' 162 06 6" 6'-11" 1,663' 162 *5 6" 6'-7' 1,112 3'-6' 3'-1"-162 05 8• 5.-9"- 972 3'-I' 2'-8" 56-3'-0" 112 IS"39'-9" 133 29 39'-9` 770 6'-11' ie 6 45 0.484 119.6 0.5 63 19.9 4.845 i.1 6'-0' 3.-0" 9" 6" 30' 162 .6 6" 7'-1" 1,724 162 e5 6"-6'-8' 1,126 3'-7" 3'- 1"•162 e5 6" 5'-10" 966 3'-I" 2'-9' 56 3'-D" 112 19"39'-9" 133 29 39'-9` 770 7'- I' IS B 51 0.556 121.3 0.5 70 22.7 4,921 pp• 6'-0• 41-0" 7" 7" 20' 194 *5 5" 6'-11" 1.400 194 e4.5" 1'-3" 940 4'-5" 2'-10` 194 04-"-5" 5'-0" 646 2'-10" 2'-2' 56 4'-0" 150 1 7"39'-9"266 29 39'-9" 770 6'-I1• 18 6 45 0.483 104.4 0.5 63 19.6 4,237 �et 6'-0' 4'-0" 8" 7" 26' 194 n6 5" 6'-I1" 2,015 162_ 6 45_8" 7'-7' 1,261 4'-6' 3'-I` 162 *5 6" 5'-9" 972 3'- I"-2'-6" 56 4'-0" ISO IB" 39'-9" 133 29 39'-9" 770 6'-11" 18 6 45 0.527 133.0 0.5 63 21.6 5,384 165 6' 4'-0" 9" 6" 30' 162 06 6" 7'- 1,724 162 e5 ' 7'-8" 1,295 4'-1^-3'-1` 162 *9 6" 5'-10" 086 3'- 1" 2'-9` 56 4'-0" 150 IB" 36'-9" 133 29 39'-9" 170 7'-I" 19 6 51 0.605 126.5 0.5 70 24,1 5,128 Ig' 6'-0' 5'-0" 7" 1" 20' 194 *5 5" 8'-11" 1.400 194 54 5" 6'-3" 1,069_ 5'-9" 2'-10" 194 a 5" 5'-0", 646 2'-10"_2'-2" 56 5'-0" 187 1 7" 39'-9"266 33 39'-9` 976 6'-11" IB 6 45 0.526 111.2 0.5 63 21.5 4,509 6,2 9'-0' 5'-0" 8" 7" 26' 194 *6 5" 8'-11• 2,015 162 05 6" 6'- 7" 1,450 5'-6'_3'-1.-162 03 6" 5'-9" 972 3'- I" 2'-6• 56 5'-0" 167 18"39'-9" 133 33 39'-9` 016 6'-11" 18 6 45 0.510 140.6 0.5 63 23.3 5,696 i9.6 6'-0" S'-0'' 9" 8" 30' 194 e6 S" 7'-1" 2,064 162 e5 6" 6'-6' 1,464 5'-1" 3'-1" 162 *5 6",...5.-10" 986 3'- I" Y'-9" 56_5'-0" 187 18"39'-9" 133 33 39'-9" 676 7'- I" 19 8 51 0.654 142.6 0.5 70 26.7 5,780 E 11 6'-0" 9'-0"' 7" 7" 20' 194 *5 5" 6'-11" 1,400 194 w4 5" 9'-3" 1,199 9'-5"_2'-10"-194 *4•5" 5'-0" 648 2'-10' 2'-2',50 6'-0" 224 I0 7"39'-9"286 37 39'-9" 962 6'-I1" I6 6 45 0.569 116.0 0.5 63 23.3_ 4,782 i...), 6'-0" 8'-0" 6" 7" 26' 194 *6 5" 6'-11" 2,015 162 .5_5" 9'-7' 1,619 6'-6" 3'-1...162 *5 6' 5'-9" 972 3'- I" 2'-6" 56 6'-0" 224 5 Ie"39'-9" 133 37 39'-9" 962 6'-11" II 6 45 0.613 146.6 0.5 63 25.0 6.009 1 2L 6'-0" 6'-0" 9" 6" 30' 194 *9 5" 7'-I" 2,064 162 x5 6" 9'-6' 1,633 6'-7" 3'-1" 162 45 6" 5'-10" 986 3'- 1" 2'-9" 56 6'-0" 224 5 IB"39'-9" 133 37 39'-9• 962 7'- 1" 19 6 51 0.704 150.6 0.5 TO 28.1 6,092 g Xy _ - • egg 2."•2 nor each Oox sizes minlnxm fill height shown mall De n yay➢ used far all Oulu rte with lees than 2'-0"of fill. .w"iEs e9 rewired welde ed f mire 61 64Or]ement (NMI meeting tM W8-2 conventional reinforcIA ement*8064 10.0 ateed thetContraccce tor•a 'o t! option. The.rev of required reinforcelent may be reduced by the ratio of 60 061/70 Kai. Spacing of 9WR is limited to 4"Min and IS"Max.Mien require], provide lap apl Ices In the OR of the sane length required for the ewilvclent Darloe, rounded up far etre eines between anent10ncl bar sleet. Exalple Conversion, Replaomnt of No. 6 Or 60 at 6' Spacing with weR. '964 requirea- 10.44 eq In/0.5') x(60 161/10 kat) •0.754 an In/ft. If 030.6 wire is used to meet the 0.754 ao In/ft rea,lrmnt In this exempla, the required spacing • (0.306 69 In/0.754 eq In/ft) x 12 In/ft•1.61" Max spewing. Required lap length for th.prOvlaed 030.6 oire Is 2'-2" (Lap required for uncoated No. 5 Dara, as *(Mown In Item 4401. NL93 LOADING SHEET 2 OF rit011wrbe«Ma70unvo'6.6m SINGLE BOX CULVERTS CAST-IN-PLACE 0'TO 30'FILL SCC-5 & 6 na 6441+446 -ON 4505 145.Ke,011145 r VON el 14be7 O5 .. . ..r NM SIMS ] .,..w. MI 4... I IMMI. BASS AND WELSH ENGINEERING 5 845511531011 00.r-32.3054 s 40MIT cam's claisll 5100 Mos 704 PUBLIC IMPROVEMENTS TO KING'S LANDING 1N41T 1 CORPUS CHRISTI,NUECES CO..TX TXDOT SINGLE BOX CULVERTS CAST-IN PLACE SCC-5&6 : 7:,,,..t.'0,,,,,, 910128 5457 M-04_33- IQ 0"m n to 5'-0"mo Ear-Hoot.curb hetgnts a shown el aawhare in the plana. For etruoturee with peoeetrian rail, bicycle rail a ours.taller than 1'-0", refer to ECO 6-04O0rd. For eFor ethee with Tfi bridge rail, refer to T6-CM etandane. For etruotureS with traffic roil. other roan Tb, refer to AAL standard. Length of Box ©for vehicle safet, the following requirements t be net, -For etrmturee without bridge roll, ourbe moll project pore than 3"above flni eted grade. i'-0"(a) Bore B-Top& 1'-0"Q -For with bridge roil, curbs small be flush U 5 u Bora K Bottom Slob wilts finished rode. ee to Bore F2 Curb heights snail be redu0ed, if eery. neat the Perml.slb le Barg C-Top Slob above requirements. No chdngea 0111 De de In quantities Caner Jt Bora D-Bottom Slob and no additional compensation will be allowed for tnie g liypl F2K' rill iliiiiiiifiiiliilii iiiliiliiiliiiiiiiiliii_I ' o For our.�ees than 1'-0"high' /lit bare K or reduce bar �/I i� 7�� -_ —..-- nelaht as y to maintain r. For curse lees+nor �' ~ �mi 3"high, bare K may Be omitted. l'F 1-„,51 mE vF B FI ITypl1�1 Nii•11I1111!l111B 11 B! mllew 01'-0'typical. 2'-o"wMn RAC etan0ard I.refarre0 to >gag oI I! \ill 111111111111111111111 elsewhere In the plane. 1111111II111111!1■I 3yg _ p1 IIiIIUIIIIIII IIIIII11111111111i[1!1 qae x typ I� 2.. �. y F�111u1l 11111.1 con nl■RlIRmn1■ a req meendMed deedd ASTM AI06dreinforcement ueed tom retipaccethe .tig + 11001 E ___ ! :IIIIIIIIIIIIIIIIIIII��I • en+l anal rel c aemxmt enoen at the Lanfrm.ar'e � option. The area of required reinforcement may be fy I� ■111 111 1 1.1�! l�1111111l1111f11{! ! sande Dy the relic of 60 kel /TO ke 1. 5pmlrq of & �' m li WWI Is limited to 1"Min and t."Max.When required, ■1111 11�l�01��11�1 IB11111N 1111111�1�1 provide 100 SPIIOSe In the WPM of+he some ength qS 1' v�' ~ mime:"mow!een wrequiredrow me equivalent ear size, rounded it for 3ti t B Illiili■ lilililillilll reeiz s between conventional bar Izee. Sid �+ reel Spacing Conversion, RaDl.cement of No. 6 Or 60 at 6" II Spacing eo wild WM. S� 0 Curet Ji •0 754 sq i • 10.11 eq in/0.5'1 x(60 ken/TO kali W D [Typl Bare F1-Top Slob Only -0.751 sq In/ft. If 030.6ulrem wire sea 5,near the e.u54ir dg in/ftrg ° °(01306 sq INent in i0.754 00 iniftl 0 1the 2u1Nff ed spacing 4.s7. TYPICAL SECTION Max pacing. g PLAN OF REINF STEEL Rewired Ian length for the provided 030.6 wire le ill! 2'-2" /Lop rewired for uncoated No. 5 bars,los * shown In Item 1101. i c2 s WWptGENERAL NOTES' =2 1'-0•Q Designedaccording+o AASHTO LRFD Speolflcoblonns. Designed to the maximum fill height shown. 'o B— I - o 1 ///���Finland Grade All reinforcing steel shall be Grade 60. 06 F • 3 O (Roadway Siegel All concrete shall be Clcourse se"C"with these — exceptions: useClass"5"for eh shoos of culverts with a lay, wiin 1-to-2 o a fang treatment, �� with the top slob as the final riding surface. K orClase C"concrete shall hove a minimum crete coal l hove H o eloith of 3,600 psi. Close 5"concrete.hall have 3'Chamfer a The use of resolve strength of 4,000 per. ISee GENERAL The Dottam edge ofnthe top slob shall bed chamfered NOTES/ 3"ot for entrance. Reinforcing I'bore shall be adjuatad to provide a minims=of 'n" leer r SECTION THRU CURB raCoised woxlm joints cover. n the the flow I I w may be Ol sed O uroxin I of 6"of imp Cmayrbe cu+ option. If this option to used, Bary b may be art oft or a feed, and Borg C and D may Sk we rends, 01 r See stondara SCC-LID for Skewed soda, o0p1e sect lona a10 lengthening details. �HLLBB3 LOADING SHEET 1 OF 2 1=1 I B 1 6 - . eWWeWeWTMf+.w.1 61 di D ,,, SINGLE BOX CULVERTS , r "1 CAST-IN-PLACE I . I�L 0'TO 30'FILL BARS C BARS D I `BARS.! K -W1 (500-1'•0'Mors) p (Length•1'-3"1 SCC-8 rue xmh¢ wed seat 1s•1.Ianmerle Mf VOW rein,050 ma A. wome ' ,..1 marwm met oar, m _.._ PASS AND WELSH ENGINEERING Tan eCGapOTxe Na.r-e2.3001 a 4050[0.4 511150 cams WM.Rve Tess PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI.NUECES CO..TX TXDOT SINGLE BOX CULVERTS CAST—IN PLACE SCC—B MM yr nP woe.o ax art norm .1, drew. C) BILLS OF REINFORCING STEEL (For Box Length - 40 feet) QUANTITIES f[CTI ON DIWASH IS Barg E^•4 earn F2^•� Bare N Ban Per B .B Kara C Bort D et IB' Moo BO'8 F,-94 :Tat BWx 9^•4 foot of Curb Total Borrel P. Conc Reinf Cmc ca Corm lint 5 H T U 4 Na. N $ Length Weight No. H $ Loath height "X" "Y" Na. .N N Length WOW* "T" "2" Na.Length 9t No. $ LenOth Wt No.Eelam Wt Length No. ICY) (Lb) ICY) (CT) (Lb) , B'-0' 4'-0" 7" 7" 13' 162 96 6" 8'-11" 2,170 194 *5 5" 8'-6" 1,754 4'-5" 4'-3" 194 *5 5" 6'-IB' 1.383 4'-3' 2'-7" 56 4'-0" I50 I 7.39'-9"345 32 39'-9" 850 6'-1I" 21 20 57 0.569 166.3 0.7 RI 23.5 6,733 6'-0' 4'-0" 6' 7" II' 194 e6 S• B'-11" 2,598 194 *5 5" 8'-9' 1,770 4'-6' 4'-3" 194 95 5' 6'-II' 1,400 4'-3"_2'-8' 56 4'-0" 150 _I6.39'-9" 159 32 39'-9' 850 1'-II' 24 20 57 0.626 173.2 0.7 a1 25.7 7.008 B'-0' 4'-0• 9' 9" 20' 194 a6 -5" 9'- 1" 2,647 194 *5 S. 9'-I0_ 1,757 4'-7' 4'-3" 194 *S 5' 7'-0" 1,416 4'-3' z'-9' 56 4'-0" ISO 18"35'-9'159 32 19'-9" 050 9'- 1' 24 22 82 0.716 175.2 0.7 16 29.3 7.095 B'-0' 4'-0"10" 8' 23' 194 *8 5" 9'- 1" 2,647 138 *6 7" 9'-11' 1,848- 4'-8' 4'-3. 139 96 T. 7'-6" 1,555 4,-3" 3'-3'_56 4'-0" ISO I8'39'-9. 159 32 39'-9' 850 9'- 1' 24 22 62 0.774 180.2 D.7 16 31.7 7"295 B'-0' 4'-0.II' 9" 30' 162 s7 6' 9'-3" 3,063 194 e5 5" 9'-0' I,B21 4'-9" 4'•3" 194 *5 5' 7'-2" 1,450 4'-3" 2'-11' 56 4'-0" ISO 16"39'-9"159 34 39'-9' 903 9'-3" 25 22 82 0.867 188.7 0.7 57 35.4 7,633 � 8 p 5 0• 7' 7" 13' 162 96 6' B'-11" 2.170 194 15 5" 9'-8' 1,956 5'-S' 4'-3,194 95 5• 6'-ID' 1,383 4'-3" 2'-7" 56 5'-0" 191 I 7'39'-9'345 36 39'-9" 956 B'-Il" 24 20 57 0.612 174.9 0.7 5 5 1 25.1 7,07 If 6 8'-0" 9'-0' 8" 7" 16' 194 *6 5" 8'-11" 2,598 194 95 5" 9'-9' 1,973 5'-6• 4'-3. 194 •5 5• 81-11" 1,400 4'-3" 2'-8- 56 5'-0" 187 19"39'-9" 159 36 39'-9' 956 8'-I I" 24 20 57 0.669 181.1 0.7 91 21.5 7,354 -0• 5'-0' 9' 9" 20' 194 e6 5' 9'-1" 2,647 194 *5 5' 9'-10• 1,990 5'-1" 4'-1. 194 *6 5' 7'-0" 1,416 _8'-3" 2'-9' 56 5'-0• 197 18'39'-9" 159 36,39'-9" 956 9'- I' 24 22 62 0.765 183.9 0.7 86 31,3 7,441 Ail 8'-0' 5'-0'10' 9' 23' 194 96 5' 9'-1' 2,647 194 95 5" 9'-11•_ 2,007 5'-8' 4'-3. 194 *9 5" 7'-1" 1,433 4'-3' 2'-10' 56 5'-0" 187 IA'39'-9" 159 36 39'-9' 956 9'- I' 24 22 62 0.823 184.7 0.7 56 33.6 7,475 18'-0' 5'-0.II' 9" 30. 194 *7 V" 9'-3" 3,669 194 *5 S•10'-0' 2,023 5'-9'4'-3" 194 95 5' 7'-2" 1,450 4'-3' 2'-Il' 56 5'-0" 151 18'39'-9" 159 38 39'-9" 1,009 9'-3' 25 22 62 0.923 212.4 0.7 57 37.6 5,583 8'-0' 6'-0" 7' i" 13' 194 *6 5' 8'-11' 2,598 162 95 8.10'-8' 1,902 6'-5' 4'-3" 162 05 6' 6'-10•_1,155 4'-3' 2'-7' 56 6'-0" 224 1 7-39'-9'345 40 39'-9"1,062 8'-11' 24 20 57 0.655 179.7 0.1 51 26.9 7,267 6'-0. 8'-0' 8" 7' 16' 194 96 5' 8'-11• 2,998 194 sou 9'10'-9• 2,175 6'-6' 4'-3. 194 85 5' 8'-11' 1,400 4'-3' 2'- 8' S6 6'-0" 214 II'39'-9. 159 40 39'-9" 1,062 6'-II" 24 20 57 0.712 190.5 0.1 SI 29.2 7,699 2 2!yp 8'-0' 9'-0' 9• B. 20' 194 •6 5• 9'- 1" 2,647 194 96-5.10'-10' 2,192 6'-7• 4'-3" 194 *5 5" 1'-0- 1,416 a'- 3' 2'-9• 56 6'-0"'224 IB"39'-9"159 40 39'-9" 1,062 9'- I• 24 22 62 0.815 192.5 0.7 56 33.3 7,786 rpi j3 8'-0' 8'-0.10' 8' 23' 194 *8 5• 9'- 1" 2.647 194 95 5"10'-11' 2,209 9'-8•"4'-3" 194 *5 5" 7'- 1• 1,433 4'-3' 2'-10'-56 6'-0• 224 IB'39'-9"159 40 39'-9"1,062 9'- I' 24 22 62 0.872 193.4 0.7 56 35.6 7,820 62 0'-0' 9'-0"11• 9' 30' 194 69*7 5" 8'-3" 3.8 194 *5 S. 11'-0' 2,226 6'-9" 4'-3" 194 *5 5' 7'-2' 1,460 4'-3" 2'-11' 58 8'-C` 224 111'39'-9'159 42 39'-9"1,115 9'-3• 25 28 62 0.970 221.1 0.7 57-39.1 9,929 tg! 8'-0' 1'-0" 7" 7' 13' 194 *6 5' 8'-11" 2,599 194 95 5" II'-9' 2.361 7'-5" 4'-3" 194 *S 5" 9'-10• 1,393 4'- 3' 2'- 7" 56 7'-0" 262 I 7.39'-9"345 40 39'-9" 1,062 8'-11' 24 20 57 0.899 200.3 0.1 BI 25,7 8,092 8'-0' 7'-0" 6" 7" 76' 194 *6 S. 8'-11" 2,598 194 *5 5" 11'-9" 2,378 7'-6' 4'-3" 194-*5 5" 6'-I1" 1,400 4'- 3" 2'- 5'-96 7'-0" 262 18.39'-9"159 40 39'-9" 1,082 6'-I1" 24 20 ST 0.755 196.5 0.7 81 30.9 7,940 B'-0' 1'-0" 9" 8" 20' 194 *6 5• 9'- 1" 2,641 194 95 5. 11'-10" 2,394 7'-7'4'-3" 194 *5 5" 7'-0" 1,418 4'- 3" 2'-9`_56 7'-0" 262 18'39'-9"199 40 39'-9"1,062 9'- I" 24 22 62 0.864 198.5 0.7 55 35.3 5,026 Y$ 8'-0" 7'-0"10" 6" 23' 162 *7 8' 9'- 1" 3,009 194 95 5"11'-I1• 2,411 7'-8" 4'-3'_194-*5 5• 7'-1" 1,433 3'-3" 2'-10' 56 7'-0" 262 18'39'-9"159 40 39'-9" 1,062 9'- I" 24 22 62 0.922 200.4 0.1 86 37.6 9,421 S Z 8'-0' 7'-0"1I" 9" 30' 194 07 5' 9'-3" 3,688 194 *5 5"12'-0" 2,428 1'-9' 4'-3" 194-*5 S• 7'-2" 1,450 4'- 3" 2'-1 I" 56 7'-a" 262 Ia"39'-9"159 42 39'-9" 1,115 9'-3" 25 22 62 1,034 227.1 0.7 87 42.1 9,169 8'-0' 8'-0" 7" 7' 13' 194 *6 51 8'-I I" 2,596 194 *5 5' 12'-B" 2,563 8'-5" 4'-3" 194 *5 5" 8'-10" 1,383 4.-3" 2'- 7' 56 8'-0" 299 I 7-39'-9"345 44 39'-9"1,169 8'-I I' 24 20 57 0.742 200.9 0.7 61 30.4 9,437 �! - � 9'-0' 8'-0" B' 7. 16' 194 *fi 5" 8'-11" 2,598 194 *5 5'12'-9" Y,560 8'-6' 4'-3" 194 95 5' e'-t1• 1,100 4'-]" 1'-8'_56 6'-0" 299 18"39•-9"159 44 39'-9"I,I68 B'-I1" 24 20 57 0.798 205.1 0.7 el 32.6 8,285 8'-0' 9'-0" 9` 6" 20' 194 *6 5' 9'- 1" 2,647 194 *5 5' 12'-10' 2,597_ 8'-7" 4'-3" 194 95 5' T'-0• 1,416 4'-3' 2'-9 S8 6'-0" 299 IB"39'-9"159 44 39'-9" 1,169 9'- I" 24 22 62 0.914 207.2 0.7 56 37.3 9"372 1111 9'-0' B'-0.10" 8" 23' 162 *7 8' 9'- 1" 3,008 194 05 5" 12'-11" 2,614 B'-8" 4'-3. 194 *5 5" 7'-1" 1,431 4'-3' 2'-10- 56 6'-0• 299 IB'-39.-9"169 44 39'-9'1,161 9'- I" 24 22 62 0.971 217.0 0.7 56 39.5 8,767 19ar``.9 9'-0' 8.-0"11" 9" 30' 194 97 5' 9'-3" 3,668 194 85 5• 13'-0' 2,630 9'-9" 4'-3'194 *5 5"-7'- 2' 1,450 4'-3' 1'-11" 56 6'-0_298 16'39'-9'159 46 39''9'1,221 9'-3' TS 22 62 1.090 235.1 0.7 07 44.3 9,514 3 a } 8*coon or box elza, isminimumwith 7111 height Plow,' moll be a a used for all Oulxerte with labs flan 2'-0'of fill. IDeformed welded wire relnfOr0601Mt (PM/meal Eng the 32c2 conven«oval reinforcement shown aMay 11.t tthhe CoTO ntractor's >i'4" option. The area of rayl red r inforaemant 1110753 a :b ing of Mareduced lad l lnthe ratlted to I MInof 6o1d 18'Moo.thenPraylrad. pravlOe lap sal 1096 In the 9WR Of 184 some length ray Iraqi for the oytval•nt bar egg, rounded 1.9 for wire sizes batwaen oonvantlonol bar sizes. Extolls!•Conversion, WI comment of No. 6 Cr 60 at 6" Spacing oath WOG. 884 required• 10,44 sq In/0.5') x (60 161/70 kali •0.754 80 in/ft, If 530.6 wIre Is used to inset 1054 0.754 ea In/ft raqulrannnt in inns salla le, the required spacing • (0.306 50 IIV 0.754 so 1n/ft/ x 12 In/ft•4.87" Max spoo Ing. Requlra0 lop length for the provided 030,6 wIre Is 21-1" (Lap r.ylrod for uncoated No. 5 bars, as shawl In Item 4401. NL93 LOADING SHEET 2 Of 2271111112: 9 4IIS5l_e4SVL___59l_ �Be/6/ SINGLE BOX CULVERTS CAST-IN-PLACE 0'TO 30'FILL SCC-8 e16794* ee60 sin Ie84vrinele 9w 2a_ NOV,1eN -ww* an mama Amami g14..x.. I .e air lX [B2 10A0ND.WE-L2S.H354ENSNEERING N/Im1 91RRT •MAR 00611.W389 78404 PUBUC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI,NUECES CO.,TX TXDOT SINGLE BOX CULVERTS CAST-IN PLACE SCC-8 4w0 J_H_ ,c pry,s v 190E _ �i Q 0"min to 5'-0"mos. EetImoted curb heights,are eh.. eleewnere in the plane. For structures wIth pedeetrien roll, bicycler ll or cures toiler tnan 1'-0", refer to ECD standard. For etruotures with T6 bridge roll, refer to 16-00'toMarch For etruoturee with traffic roll, other than 16, refer to RAC stonOard. ©For venlcle/safety, Tne following requirements me+be meth Length of Box -For structures without bridge rail, ounce eholl project I'-0" (3) no r a than le above flnietetl grade. Bare F2 -For structures with Cridpe rol, curbs email be flush Bore Fe wItn finIsnea grade. U S U g (Top 8 Botta --A Bars C 1 Oars N Curo relghts/shall be retluce0, If necessary, to nares the Bore F2 - Eq Spa (TOO) I above requirements. Na changes will be mode In quontl+les 5 �Iiilila;Gillll=1l;G11 -i--- ---- and no adoltlOnal compensation will be allowed for thle Parmisel ble I work. ears D '�wiwwmwGiniiiidSwll 1 ' Bars M '11 iS: ~ �jrl (TOM U8 F �'l[�i Bare Ilrl�!I�tl111rIr1d,1I111 -N�I� _-Bore Z --_-l!' • O 3.' encs ores tmay S.be high,lilt baa K or',plums bar $i 7 z 11111 11 Y- S Bars H height oa meas gory to mointein cover. For curbs lees thou q2„ ears B IBIIIIII�IBlI11B�iri1 I ! r ,qT, bare i may be ammea o m5 Fl 1 (Botioel ,O.liiiiii hist all . lb. el eesM0ll lnl}he201Gne n RAC standard referred t U ii r B 11111;1111111111111111111 T , IBIBIBIIMIIIjBIMIIIII I _ $g, . N yp - 1 1 I--_ 1-- 1 Bare F2 - Deformed welded wire reinforcement IMBRI meeting the VII 2" 21-1.1.1 reconventionalquirenerile of ASTM 01064 may be used to replace Bare Y U.,2 . OOP) ` L F2 ` 11 888e11•1 IM�■IMBB�I■moi re lnioroement shown at the Contractor's s•xF E + 2" ..— ____ ,{__ 151115e�II 111111le!,ili option. The area of required reinforcement mop be IIdl 1. 11001 _- ji} lIduceo by the ratio of 60 kat/TO 1.1. Spacing of !i1liii EN F Sur �l�������I��B� Bre E MR is limited to 1"Nln Ind 18"Max. Brien required, 6' Bore F, [.- (Top( provide lap epldcee In the Wag ba of the some length =S 2 �, liypi ceese.III...........� ines for TO!equivalent oar el., murices up for F�:. m Y CMai Ji (Typl leaeu el�r e' ,or.„B wireelzea between conventional bar ,zee. IIIIH1i111111111111111111 (Bottom) ;'- - Fz B Fz ■ /s�IIAY,YIIIeIMAem Example Canveraionm Replacement of No. 6 Gr 60 of 6' Bore Y IL.B__..___.____- Bore C lI f L__ ..� _ -- lilllll■llllliQ'211!] with OMR. :R as.eq a 0.14 eq O.S'1 x WO kat/TO Keil •0.751 aq In/ft. E E Bare 0 11(Bars Fe • 1 Bora El(Bottom) repo llrrenen.6 wtrIn�thls examples ueed iv , the requtne ire4 d spacing .000100 x: 0 • (0.306 sq In/0.754 SQ In/ftl x 12 In/ft.1.81' fie BOTTOM SLAB TOP SLAB Max spacing.`Z„ Required p length for the provided 030.6 wire Is 'E; TYPICAL SECTION PART PLANS 2arosrr(Lap rrequired for uncoated Na. 5 Sr., as £ia ate GENERAL NOTES, G.01 Designed according to AASHTO LRFO Specifications. milk Designed to the maxim.fill height ohown. 37m±l All reinforcing•teal shall be Grade 60. Alt g g8 I'-0'® exceptional ei�hClue."5'oas for fopwith globsnese of culverts a Q2 Finished Grade Bar ordtwith overlay, to islab ath o the final rse Briding surface t' (Roadway Slope) DimerlBTON Close 'C"concrete shall have O self-Ileum stall1,elve ^ IQ " erenppiih of 3,600 pal. Close 5'concrete shall have '%' 'Y' minimal compreeelve eirenoth of 1,000 ped. yy c The use of permanent forms le no+ (lowed. K 8 1_g+ 1•_fi• 2._3. The bottom edge of+he top slab shall be ohamNered H 3"at the entrchae. B'-0' 9'-6' 2'-7" Reinforcingbars shall be adjusted to provide a 3"8 osefer 6'-0' 6'-6' 2'-3" minim.of n"clear r (Sae GENERAL Construction joints/shown at the flow line nary Os NOTES) raised a of 6"at the Contractor'.option. 8'-0" 8'-6' 2'-8' If this option Is used, Bora N may be cut off SECTION THRU CURB noised, Bara C old B y be reversed, and Bore v e3d z may bar r d. Sea ngthenin Mdeta for skewed ands, ample extlona and lengthening•reed.s. NL93 LOADING SHEET 1 OFFF 2 �7 , 1_ e,. 1 6 'liarDel/egltte1li e/.rNaF rl B I J'i -i H MULTIPLE BOX CULVERTS �'''� II ^���_? CAST-IN-PLACE :� 16'-1"I �. j ALU L�31_ 8'-0" SPAN • 0' TO 13'FILL BARS C BARS 0 BARS Z BARS Y BARS K - (Spa•1'-0'Pox) (Length•1'-3"1 MC-8-13 edible* 04, ,mile I.M0inallllve edible* .e .ow f.N.ey acro ..o — mama 0-''-'1 w...wwem NO went .I.. BASS AND WELSH ENGINEERING A MoRTRADMl NO.F-52.3054 5.NNIEIM SART CORPa.Olean.TE.5 713404 FUGUE IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI.NUECES CO.,T% T%DOT MULTIPLE BOX CULVERTS, CAST-IN PLACE,MC-B-13 F1Y1uF0P B ' Oa MI won. .12,12.c T - BILLS OF REINFORCING STEEL (For Box Length • 40 feet) QUANTITIES SECTION DIMENSIONS Bora F2^•4 Bare M-14 Bare Y 6 Z-.4 Per $ Bora 8 Bars C I D Bora E Bare F1-84are N Bora foot of Curb total at 1'-6" Mak at 1'-6•MOX at 10" MaxM4-64 K Barrel CO 5 N T U Na. !_' $ Length W} No. w $ Bar C Bar D N $ Lefgih at No.Spa Length Mf No.Length TO Na.Length Wt Na. Bor Y BY, Bar Z Bar Z Length No,i$' Coro Reint rU§ II" Cono Reinf cn an Lefgih Mt Length WT '^ Length Wt Length at (CY1 ILD) u o .�. ICY) (Lb) 2 a'-0" 4'-0' 8" 1" 162 65 6' 17'-6' 2,957 194 64 5' 10'-7"1,372 6'-4" 1,080 194 86 5' B'-10" 2,574 Z2. 9"39'-9" 584 56 39'-9" 1,487 56 4-0" 150 49 4'-6" 153 9'-2" 300 I7'-6" 41 38 108 1.130 266.4 1.3)55 46.7 10,812 1 8'-0" 4'-0• 8• 7. 162 65 6'26'-I' 4,407 194 84 5. 10'-7"1,372 6'-4"1,060 194*6 5"17'-5" 5,075 36 8°39'-9" 956 60 39'-9"2,124 56 4'-0" 150 98 4'-6'_ 305 9'-2" 600 26'- I" 70 54-153 1.646 401.7 2,0 223 67,8 18,292 4 8'-0" 4'-0' V 1" 162 85 6'34'-8' 5,857 194*4 5" 10'-7'1,372 6'-4"1,080 194*5 5"26'-0" 7,516 48 8"39'-9" 1,275 104.39'-9"2,762 56 4'-0" 150 147 4'-6" 458 9'-2" 900 34'-8" 93 72 204 2.156 535.8 2.6 297 88.6 21,727 6 S 6'-0" 4'-0' 8" 7" 162 65 6'43'-3' 1,308 194 64 5"10'-7"1,372 6'-4"1,080 194 06 5"34'-77-.10,077 60 8"39'-9" 1,593 126.39'-9"3,399 56 4'-0" ISO 1%4'-8" 611 9'-2" 1,200 43'-3"116 90256 2.661 669.8 3.2 372 109.9 27,162 ti 6 8'-0" 1'-0" B• T' 162 s5 6'51'-10• 8,758 194*4 5" 10'-7'1.372 8'-4"1,060 194*6--5'"43'-2"12.578 72 8"39'-9" 1,912 152-3V-9"4,036 56 4'-0" 1.50 245-41-6" 764 9'-2" 1`500 51'-10"138 106 301 3.177 903.8 3.9 439:31.0 32,589 El 2 8'-0" 5'-0' 8' 7' 194 65 5' 171-6" 1,541 194*4 5_11'-7" 1,501 8'-4' 1,080 191 86 5' 6'-10'r 2.574 22 9" 39'-94 564 62 39'-9" 1,646 56 5'-0" 107 49 4'-6" 153 II'-2" 366 17'-6" 47 38 108 1.201 290.8 1.3 154 49.3 11,787 f... 3 8'-0" 5'-0' 8' 7" 194 e5 5.26'-I' 5,276 194 84.5" 1I'-7"1,504 4"1,080 194 86 5" 5"5,075 36 8'39'-9" 956 88 39'-92,331 56 5'-CO I87 98 4'- 305 II'-2" 731 26'- 1" 70 54 153 1,733 436.3 2.0 223 71.3 11,813 s.3 4 8'-0" 5'-0' 8" 7' 194 s5 5.34'-8" 7,015 194 s4 5" II'-7"1,501 8'-4-,j,0e0 194*6--57-726.-0" 7,576 18 8;-.39'-9" 1,275 114 39'-9"3,027 56 5'- 0"-187 117 l'-8"_ 458 II'-2" 1,097 34'- 8" 93 72 204 2.264 560.4 2.6 297 93.2 23,511 012 5 8'-0" 5'-0" 8" T. 191 85 5.43'-3" 8,751 194.4 5" II'-7"1,501 8'-4"1,080 194 86 5"34'-7" 10,077 60 8" 39'-97 1,593 140-39'-9'3,717 56 V- 0" 187 196_1'-8" 611-.11'-2" 1,464 43'-3" 116 90 256 2.796 724.5 3,2 372115.0 29,351 LP 6 8'-0" 5'-0• 8° 7" 194 85 5'SI':106:7-1'30,188 141 e4 5" 11'-7" 1"501 8'-4"1"080 194 e6 5"4J'-2"12,579 72 8'39'-9" 1"9612 16,68.3390:-9",408 56 5'-0" 187 245 4'-8 76/II'-2" 1,624 51'-10"138 106 301 7.328 439 137.0 35,185 a[ 2 8'-0" 6'-0• 8• 1. 194 85 5' I7' ,541 194 64 5" 12'-7"1,631 8'-1"1,080 194 86 5' 8'-10' 2574 22 9"39'-9" 564 -91806 56 6'- 0.224 49 4'-8" 153 13'-2" 431 17'-6" 41 3B_I08 1.265 3"00,6"1:93 155 51.9 12,179 4.g 3 8'-0" 6'-0• 8" V 194 65 5'26'-1" 5,278 194 84 5" I2'-7_1,631 8'-4" 1,080 194 16 5"17'-5" 5,075 36 8. 39'-9" 956 96-391-9"2,549 56 6'-0"224 98 41-8" 305 13'-2" 062_26'- 1" 70 54-153 1,619 449.0 2.0 223 14.8 18,183 as 4 8'-0" 6'-0' 8' T' 191 85 5'34'-8' T,015'194 81 5" 12'-]"1,631 6'-4" 1,D80 194 e6 5'26'-0' 1,576 4B 0']9'-9" 1,275 152.21--3399;:99; 24 39'-9"3,293 56 6'-0"221 1/7 4'-B" 458 I3'-2"1,293 34'-B" 97 72_204 2.372 596.1 2.6 23977219207.25 24,1/2 2 C 5 8'-0" 6'-0' B' 7' 194 65 5'43'-3' 9,751194 81 5" 12'-7" 1,631 8'-1"1,080 194 e6 5'34'- 7"10,077 60 8"J9'-9" 1,593 152 39'-9 4,036 56 6'- D°221 I%4'-B" 611 13'-2"1,721 47'-7" 116 90 256 2.926 743.2 3.2 30,099 1 2 6 8'-0" 6'-0' 8• 7' 194 85 5'51'-10' 10`468 194 84 5"12'-7"1,634 8'-4"1.080 194 86 5"13'-2"12.578 72-6"39'-9" 1,912 180 39'-9"4,790 56 6'-0,224 245...4'-6" 764 I3'-2"2,155 51'-10"138.106 301 3.479 690.3 3.9 439143:1 36,051 B 2 6'-0" 7'-0' 8' 7' 194 85 5'_17'-6" 3'S41 194 84 5" 13'-7" 1,760 8'-4" 1,080 194*6 5" 8'-10" 2,-574 22 9" 39'-9'1 504 68 39'-9" 1,806 56 7'-0'262 49 4'-6"' 153 15'-2" 496 17'-6" 47 38 108 1.330 306.4 1.3 155 54.5 12,411 i3 6'-0" 7'-0' B• 1" 194 85 5"26'-I" 5_278 194*4 5'13'-7"1,760 8'-4"1,060 194 86 5"17'-5' 5,075 36 B" 39'-9" 956 96 39'-9"2,549 56 1'-0"262 98 4'-8" 305 15'-2" 993 26'- 1" 70 54 153 1.905 456.5 2.0 223 78,2 16,481 2'k 4 B'-0" 7'-0" 8' 7. 194 85 5"34'-8' 7,015 194 84 5" 13'-7"1,760 8'-4"1,060 194 86 5"26'-0" 7.576 46 8"39'-9' 1,275 124.39'-9"3,293 56 7'-0"262 147 4'-6' 458 15'-2"1,489 34'- B" 93 72 204 2.480 605.2 2.6 297 101.8 24,505 it 5 8'-0" 7'-0' 8" 7' 194 85 5'43'-3" 8,751 194•4 5" 13'-7"1,760 8'-4" 1,080 194 e6 5"34'-7"10,077-60- 8"39'-9" 1,593 152.39'-9"4,036 56 7'- 0"262-196 4'-8"_611 15'-2" 1,986 43'-3" 116 90256 3.056 753.9 3.2 372 125,4 30,528 ', 416 8'-0" 7'-0" 8• 7. 194 85 5'51'-t0" 10 466 194 84 5" 13'-7" 1,760 8'-1",,080 194 e6 5"43'-2'12,576 7�O" 39'-9" 1,912 160 39'-9"4,780 56 7'- 0"262 245 41-6" 761 15'-2"2,482 51'-10" 136 106 301 3.631 902.7 3.9 439 149.1 36.545 2 8'-0" 8,-0' 8" 7" 194*5 5' 17'-6' 1,541 162 85 6" 14'-7"2,464 6'-9" 1,478 194 86 5" 8'-10" 2,574 22 9" 39'-9' 584 74 39'-9'1,965 56 8'- 0"299 4;4'-8'. 151 17'-2" 562 17'-6" 17 3B 108 1.395 340.5 1.3 155 57.1 13,775 IIF 3 8'-0" 8,-0• 8" 7_194 85 5"26'-1' 5,276 162 85 6" 141-7"2,464 8'-9" 1,479 194 e6 5"171-5" 5,075 36 87-39'-97 956 104 39'-9"2,762 56 81-0"299 98-41-8" 305 1r-2" 1,124 261- 1" 70 54 153 1.992 493.5 2.0 223 81.7 19,964 Z 4 8'-0" 6'-0" V.1" 19485 5'34.-8" 7,015 162 85 6" 14'-7"2,464' 8'-9"1,478 194 86 5"26'-0" 7,576 49 9• 39'-9" 1,275 134 39'-9"3,556-567 8'-0"299 1/7 4'-8". 458 17'-7" 1,686 34'- 8" 93 72 204 2.588 645.2 2.6 297106.1 26,106 Ai: 5" 8'-0" 8'-0' 8' 7" 194 85 5'43'-3" 8,751 162 85 6" 14'-7"0,461 8'-9" 1,478 194 06 5.31'- 7"10,077 60 8"39'-9" 1,593 164_39'-9"4,355 56 8'-0"299 196 4'-8" 611 17'-2"2,248 43'-3"116 90.256 3.185 796.9 3.2 372 130.6 32,248 g,e 8 6 8'-0" 8.-0" B' 7. 194 85 5'51'-10' 10,486 162 85 6" 14'-7"2,464 8'-9"1,478 191 e6 5"43'-2"12,578 72 B "39'-9" 1"912 1939'-9 5,151 56 8'-0"299 245 4'-8"- 764 17'-2"2,809 51'-10"136 106 301 3.782 948.6 3.9 439 155.2 38,382 11' 9 9 s _ Sim E Deformed welded etre reinforcement OMR)meeting the E;.i requirements of 85TM 11064 nIt 5used to replace till conventional loThhle reinforcement oforequlres reowninforcement forcemeamabContractor's r oulaeo b1 the ratio of 60 841 /70 Ks). Spacing of 33E=^ WMR Is limned to 4"Mln ono 16"Mow.When require°, ...- 2 provide lap 581 ices In the Wee of the a length `o *E required for the equivalent bar size, rounded up for Wire aim%between conventional Oar sizes. Example Conversion, RepIooemerl*of No. 6 Cr 60 at 6" Spacing with 6WR. WAR required• (0.44 sq In/0.5') 0 160 k8i/70 ke11 •0.154 sq In/ft. If 030.6 wire ie used to meet me 0.754 sq In/ft requirement In this 880,01., the required spacing • 10.306 eq In/0.754 sq In/ft) 8 12 In/ft•4.87" Maw spacing. Required iap length far tie provided 030.6 wire le 2'-2" (Lop requIred for uncoated Na, 5 oars, oe shown In Item 4401. NL93 LOADING SHEET 2 OF 2 jests.aep0010IBA1wps0101 100614 MULTIPLE BOX CULVERTS CAST-iN-PLACE 8'-0" SPAN 0' TO 13' FILL MC-8-13 se0100.6/ •ew go 11 lwmwfster1.CO VON *98.7 x11 a•r 0. i. Immo g: w.ww.. am ... I 000. BASS AND WELSH ENGINEERING fk 6EG51M1aN Ila 1-5E,3464 R 10MEDA STREET CORPUS C0060,TEXAS 78404 PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT I CORPUS CHRISTI.NUECES CO..TX TXDOT MULTIPLE BOX CULVERTS, CAST-IN PLACE.MC-8-13 -Y-01000. u x vgeu nenm 9010466 Won 118 00, TABLE OF DIMENSIONS & REINFORCING STEEL TABLE OF WINGWALL WING DIMENSION CALCULATIONS: (Wince for One Struott$'.End) REIKORCING - - O Skew Angle•O• O UNWIngsl Formulas. (Al voluea ore In Feet) z arloble W��� ted Eatlrtpteq Bar 5I2e No. Spa fA. Q A}dllwhorpe end,chamfer may G ". 010.0.lana v Ou t�tltlea Quant mties ess Xw •H•T-[ ) Relnforcing per ft per ft of M s6 r-0. Lw . (HWl (SL)+Cosine 0 for Ty PW-1 For 15• Skew 1" Qp.1 VInd 7 261 0. r6 1'-0" 5Ang - (Mo-1') (SL)+Cosine 6 for T PW-2 and+0>_4' For 45• Skew-2" Weimar Bora J1 Bare J2 13 wlrpil (1-Tow II) _ Angle y For 45• Skew 3" EI 214 1'•0' - (xw-0.5') I5L1 Cosine A for Ty PW-2 and Nw<q' 0Hnl?Wg I W 0 Y Z '.:T.': SP* ._ SDo Reinf Cona Romof Cone F I 3'-0" I For Ca6t-I n-pl ooe clve�te: Quantities;engem are for two Type PW-1 rinps. ee Hl (Lb/F+1 ICY/F tl(Lb/F tl(CY/Ft1 g w6 B• Adjust concrete volume for Type PW-2 wings. To Hs 0 'R Ltw [lNl 191 • (N-1) (UI]i Cosine B oetermIne 1,0 tabulated quontltlee for two wings, 2'-6' 2'-10' 10" I'-0" 7's4('-0'04 1'-0" 48.64 0.406 6.85 0.071 M. s4 4 - BARS�1 multiply the tabulated values by Le. 2'-9' 2'-10" 10"1'-0" 7"w4 1'-0'214 1'-0` 49.31 0.424 6.85 0.071 P s4 I'-0' For Prwaaf CulYerta: Quantities shown do not include weight of V 114 - I'-0' LTw• E(NI (2 U.SI IN- I) (0.5'11+Cosine O Bare 0. 3'-0' 2'-10' 10" 1'-0' i"04 i'-0'04 1'-0' 49.98 0.444 6.85 O.071 Total WI qva II Area(Two Wings-SF1 3'-3' 2'-10' 10" 1'-0' 7"04 1'-0•w4 t'-0" 53.32 0.462 6.85 0,071 -(2)IHM ILW) for Ty PW-1a Q Provide weepholes for Hw.5'-0•and greater. • t2)(Hr11LW> -8 SF for Ty PW-2 antl Xw>_4' 3'-6' 2'-10' lo" 1'-0' 7"s4 1'-0' 214 1'-0" 53.98 0.480 6.85 0.071 TABLE OF h 9o.ae F111 around easpholea with coarse grovel. t 4'-0' 3'-2' I'-2"1'-0" 7"w4 1'-0'214 1'-0" 55.77 0.532 6.65 0.071 • (Y11HW)ILW) - 1.5 SF far TY PW-2 and Xe<4' w 4'-6• 3'-2' 1'-2" 1'-0" 7"04 1'-0' 214 1'-0" 59.77 0,568 6.85 0.071 TOEWALL Skew ©Extend Bora Ea 1'-6"minimum Into the wingwail TABLE Anglo footing. e 5'-0' 3'-9' I'-7"1'-2' 7"s4 1'-0's4 1'-0" 63.45 0.632 6.96 0.075 Hw Height of Winprall t 9 5'-6' 3'-4"'1'-7"1'-2' 7"s4 1'-0'r4 1'-0" 67.46 0.668 6.96 0.075 Bar 51421 NO Sw 3._p• Lw Length of 000y11 l 0 Lap Bore M1 1'-6"minimum with Bars As. Ca `� Lt.. Culvert Toewall Length $24 6'-0" 4'-4'2'-0"1'-4" 7.215 1'-0•w5 1'-0" 80.67.0.730 7,07 0.078 Jo 04 I'-0' N Number of Culvert Spans Q Bars G equally spaced at 8"ma plow as A�• 6'-6' 4'-4'2'-0" 1'-4' ]"s5 1'-0'115 1'-0• 85.05 0.768 1.07 0.078 Ma *4 2 - ��B! SL:1 Ustns. slope ratio. (Horizontal: I Vertical, shown. Provide at least two pair Bare 0 per S. 7'-0' S'-0'2'-3"I'-9' B".5_1.-0*215 1'-0. 92.15 0.664 8.07 0.093 E: t4 1'-0' Usual value is 2.11 ring. n 7'-6' 5'-0"2'-3"l'-9' B.215 1'-0".5 1'-0" 96.54 0.902 8.07 0.091 4h Culvert Skew $11 B'-O' 5'-6"2'-B"1'-10' 8'215 6'*5 6"139.04 0.962 8.13 0.095 Q 0'min to 5'-0" x. Estimotatl curheights ore . E' B'-6' 5'-6'2'-8"1'-10' B'05 6'05 6'144.47 1.000 8.13 0.095 See rmlioabie box culvert etareord for S, H, T shown elsewhere in the pions. For structures 5` .- and U voluea. with pedestrian rail bicycle all curbs d 9'-6' 6'-0'2'-10"2'-2' 9"215 6's5 6"(96.93 (.136' 0.41 0.110 w I. W�4" 1 toiler than 1'-0", r far to ECD refer ttl. For ' 10'-6" 6'-5"3'-0"2'-5" 9"s6 6"05 6'196.27 1.234 8.57 0.117 * 1 1 _ e structures with T6 bridge roll, refer to T6-CM E 11'-6" T'-2"3'-6"2'-8" II"216 6" 8 6"230.13 1.438 9.52 0..40 N standard- For. res with traffic roll, tl other than T6, refer to RAC tu.dard. "l¢y 13'-6" 8'-2"4'-0"3'-11" 1'-2"sT 6"086 6"348.11 1.502 0.02 0.151 f ,Q, Q„ t U 1.i Li 13'-6" 8'-2"4'-0"7'-2" 1'-2"se 6"s6 6"348.72 1.804 10,30 0.106 �"� �-1 111 For vehicle safety, the following requlramsnre OM 14'-6" 8'-I0"4'-5"3'-5" I'-4"59 6"s6 6"432.94 2.046 10.30 0.218 Y t B' v L must be met. 0 p4 I ■ Oi -For airucturas without brltlge rail, a ba II! 15'-6" 9'-6"4'-10"7'-8" I'-6"219 6"07 6"489.52 2.702 11.24 0.297 r Barrel Ca ai project tore than 3" bove flnlehed A 16'-0" 9'-11"5'-0"3'-11" 1'-7"09 B".7 6"505,72 2.440 11.47 0.279 BARS J1 BARS JO BARS J3 BARS V II re lnf .w grade. Jt `C Culvert I� J1 -For strut+ufin shed bridge rail,build eurDe walla ▪ Y Fleltl Bend as needed. ■ flush heiO4edIP n.o.aaary, to meet+he IP Lw CLw ��, VD, 01 �. quantitiesatave rem requirements. Nno o acha ge.will b l dl lIn v` sL 3'-0'Extend Bars 0 6'-0'®\ 3'-0"Extend Bars C �� c w "- i �1 A (TYpI 8 SL M ITypl B F V F II be allowed for thla work. Sa GO F n p0 p 1 iv15)1.)s) O1'-0"typlw 1. 2'-0`typical wren RA[standard �a` _ wl navalI Wing... Is referenced elsMere in the plans. gg2- M11♦■I11�11.g.1.•11� . .11PE1�M1 Q �I\\Ill■11!!!•!1 ' �1��1�■II!!_!N_! --End of wt Per Plumate —Face of Abutment Seakwall gap Mint or MY Smote IP MM-Ns.Nu lat regal j.^LL IMernwlNe Wall MRO 0*P Td W -NNu IW ' Peat Spa O IBV Usual and Mu Poet Sped'', .1 I .--(BNNR Mid Min ®! I 4 IIP Min --.A,-_-\[-® I i MM ,1P__ IP i IIP Mtn EM e/MSS 1I Exp JNR W I i 1t Mu 1 i I IIT MY 1 illi I• I !IP Res !we rt.°nec'ase1 are ontltted SNIP JNM Lilt, 1 .1, I ! Curvy i / `— I w ] f Y 1 t �� I % I I ( I .,R 1 1155 ends 51 '" I--- I s - I 1 "I I I ,u 1 Its ' peen ,•-.---..p is`•, 3,1 ! I I urs N et ISVIA) VBerS SI ITlan.) - ,ic I ~ �: ! iI ,•.':.•'.' •'•'. 111M11111,111111 EMI 1::,.....,...,.....-:: I i i 2 O Y R I7 1/forming mewled I,net Irl In Oar.`O i ,y-I#. 1 1 I YMeRI Cocos NV JoioinMant aPleN A • I J: ]SM I I T <pepaN O w 1,'iii} ydS i • •L•• • -V AT INTERMEDIATE CES AT ABUTMENTS AT SLAB EXP ITS WALL JOINTS AT SPLICE JOINTS r1 ROADWAY ELEVATION OF RAIL CONSTRUCTION NOTES: Panellsof ld must eached re minimum of Dv.sser . a�osa1= yr Mtn iAa Faceof rpostSenparapet mu.be vet cal trensversehleothel.eaon...t Rist i SONIY t be perpendicular to top of adjacent concrete parapet grade. Use Type VIII alsomottar under Ilii # +• g• S fi[I y WI P A P ©@ post base plates Ir paps larger than lc exist. gat For curved ralnM ap011datlons,fabricate the 055 roll to the radius when the radius Is 600 or less. ' j A P i r �p® Salmon shop drawings for approval when tubes are required to be'Undated to a ran. Slap rd drawnnps must rt suemltsd to the Engineer for soarers. 1i h-, T N II fYeofMYISleeve Meu-0Nsi nwM or cnem'ar exposed bp<z of H55 roll and H53 tall pptts td approx/mM<ly S}(dY priming. 1'1 10ION It k+s e f-]W) 4! �. MATERIAL NOTES: l Prov10e ASTM-A500 Grade B.A10B5 or AS3 Pada B for all M55. Provide AS)N-A36 for poo and Type _ .K D ,. i NG plates all Neel colt.?ars trees,otherwise belt, Cut pegAnchor bons must be W Dia ASTM AMS 61.05 A Dolts!w ATI tNaaded rods with one tack welded ;1;11 all ' /P55 50 to hex M.ache with one nes Wont and one nelOeMd steel washr at each bolt. Threaded rods may o< 7 y!Ola Inn(Driving___...., 3fL3 �' ) Y FBI r WNdad lu 0.55S•minimum diameter with rolled threads. Mots most conform t0 A563 requirements r 1 W BM g Provide Claes V concrete. Provide Class•(-(HPCI If ruulred elswfere. Epoxy coat all reinforcing If slab bars are epoxy coaled. ei q~gj ei Y W0,051 0e ITnl Provide grade 60 Wire ming steel. I▪ r �� 1411. oat W 2 6 AT SPLICE OR EXP JT5 SECTION A-A Deformed Welded Wire nelnforIemenr n d so!ASTM Aloha!a Noel size and,eating mer be w cl :771`,75:1 We B subNltuted for Bars U,and V unless Uad otherwise. Y 127MY1 Provide bar Zaps.where required.as follows: IrN f PIPE SPLICE DETAIL unnoeted-as-T-S- NQ I I 2-4S•Dda x IP Epoxy Coated-as a E-1' 1, tr A_Ml sous wince 0 Min of 2 postal required on wlnpwall. GENERAL NOTES: I 5e ter bur and 6 Designed according to ASSHT LAFD Specifications. 5. Al Bre R washer each 4 O Portion a rolling with turn-downs to ba used or Matted at Do Mt use this telling s°ridges with expansion Joints wormy more then 5'movement R 2 1 ' Indicated on&aloe Layout. Pall anchorage dears shown on this aaadrd may require modlt(Carlon for select structure ITYN types Sea appropriate details elsewhere In plans for these modifications. � � • 0 Provide at all Interior bents without slab expansion JO/es. j For all rads,submit erection drslrgs showing section lengths,spice locations,roll post Location Independent of MSS roll splices. spacing and anchor bolt,eting for approve. EbMt A TYl lw 0 Material used In forming Joint may be lett In pace If!t is 1. r lk 23$1-Steel omeressible and light In color ouch as the loing 4 Bars s materials:polystyrene.Indsponge lded cork granules, rubber - _ *4Cover dimensions are filer dimensions,unless noted ehe'N/N. et ITY)las) ON ABUT WING OR sheet,etc - t;-orb Reinforcing bar dimensions shown ere out-to-out of bar. ON BRIDGE SW CIP RETAINING WALL urea Hole —- --- SECTIONS THRU RAIL RAIL same.,saw cutting RAIL CAP DETAIL T div Mut-T!mu RS( AM*. NIL ....... 1 1 5e OYNII 0 IP Min-1'!•Man If turndowns see omitted. 1 Ik• ,Tensa Bep.rRWrl.tyalMiRmt Bmlaule Y 10;a 1 W FNMA' I I O Jia f 0/od nsl labto Om mm'Se adjusted jussted laterally a 1"1 O oda=hep rand.per YM/h permittedltap(with thiamin, PEDESTRIAN RAI L P r.14 i i u percent penetratlYl. The wee may be square groove —- - *g' r single vee groove Grind smooth # I - S If I ®hiss zits x Male. 7. _ n PL 446 I+ I ©Mss 3.100 smile DOCUMENT 5 RELEASED FOR AUTHORITY uNDER THE' % 0 MSS 1100 x 0.14! LP I —-- TYPE PR2 a k. \MatiWilY ®MSS2•5500.203 •••— -^�ypindp .TT/N�mrM I—lit:nal on BE USED FOR Face of Vote — `� — wr AMMO so CONSTRUCTION tMSS m10 o MOM ENGINEEMM F BASE PLATE DETAIL cetera OPTIONAL U BOLT BARS V(e4) BARS U(#4) awx 1 quad- qh BASS AND WELSH ENGINEERING TM RasIMIION W.F-u.30 M WRITE CORPUS aw mait nos intro PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 . CORPUS CHRISTI,NUECES CO.,TX TXDOT PEDESTRIAN RAIL, TYPE PR-2 mar so ma.wo.war num mom INy wet to Jittlen_ _ Ons nom., 'Clod!simm Aim_ Barn C-fob Slap Bore B-Top& 1 ®Wren the spoclna between Bare B Bars B-Top t Imo—Limits of a ed Bors i2 Bottom Slap normals loco than half I the end section—Limits of skewed Bars C-Top Slob Batten film Bars ix j Bare D-Bottom Slab \1 I~ enc asst ion`© normal o OI ou°ilna ascii he Bora D-Battan Slab p 1 Q It. tenpin i Bars 1 and E will �!3{ 1 '� °ry In the skeNa era sections 'a iiiI1iiiilliilii1aI1i1iiliiilil e Igoe self a.overall width]x ,`.- 1 I 1 r tri lion of the skew Om 187 / ----' 11111111111111111111111111111lii11111i396r� :// IIIWUIIIIIIIIIId IIItlII <D.,F1 *no`2tangie°oeeabe cOntinuOue /I�/ 11111��11111111111111111d1II1111111II1111M/�i�%" ®'Tarp' !IIII111111111IIIIIIIIIIIIIIV .o11 be bent to r In parallel 4,. 111211111111111111111111111111111111111111/'/G'Bars H IIs of the Box Culvert, Bors H 11111111IIIIII11111i. Skew ®When necessary to avoid foullrg in 1,/! h 1IIIIIl1Iii11111I11IIliliIl111I11I11111Iil j C Culvert IYYIIIIIYYIIii111YYI11Y °`"'°` "°r' nd "00'x'°""°" /� IYYIIIYYllifiIY111111YYllill 1_1°0 of Bar'C end Bore D moor De ,horten.° o minim.o1 I'-6" a% _1 Inl��ilCine,U.INMcilC, for skews SD. dna ss'. �/ I'niin.Mnenlr it ne'mrli■YYi 1 Culvert O For skews o 15' or les., the //B / I�IIi■Ilil�l�h�l�rr!eeee.L Colt aa'°r hos C'od*Dep // �IIIIIIil11111111111111dt :_°j 1, 11e1�1»1111WIrd�InoHIM Bars C TOP SIm olming ewe B. C and D parallel �/ '� immeIBIumumB1111mmamrBpree-1,:,%,;,:,';',„,,, n R Ii Bors F2 Bore 0-Batfan slap maintaaining s acing.tale 1 Sore 0- IIIILIIIIIIIIIIIIIIIIIIIk v spacing lane // ea s F2 Wululuuunrlmtnwo� :� centerline�m. Len00: /y __ i9�isie�ili��il�leii;�ii ' =r. /ti' ---.� Ilili!!!I!Ililillllll!!!1 Born B Showman the standards /o/' =� eh I I be increased to / .4C // amadate taw skew. iag /� Bars FI-Top SIm u' Tilt Bar as necessary 1 Leers K Bars E Dors F2-Bottom 5100 to maintain cover Bye E Bora Fl-TOP Smm Bars F2-Bottan Slm %e' WALLS AND CURB SLAB Bars K WALLS AND CURB SLAB illPLAN OF SKEWED ENDS - FROM 0' TO 15'0 PLAN OF SKEWED ENDS - OVER 30' TO 45' ill Bore B-Tap W QFar Dox Culverts with les.than 2'-0'Of fill, the eco Blab 35 Bare C-Top Slob Bottom slob Bart F2- :_ E- k� snail be broken Dock topsoltro a minimum 1'-10' or f the '"' Bars D•BOttan Slab (•—Lano'soction(J a existsio longitudinal bars with the IanOi or re Dare in the to I sloe sh011 be brokt the enpbbockfto lll is provide 0I'-0'minima eeeaed0or the ent Bb --. 11 I I I Length of extension f existing longitudinal reinforcing into one extension. ;11111iiiliiililiililiiliilliifilii17 I of Alternatively, if the fill height isgreener;nar12.-0-, the Istinp b y be left in WOOD and 2'-0' ors 6 bars 1111111IIIIIIIIIIIIIIIIIIIIIIIUII ® TYDI ehe11 dr lied aweymted i'-o' into the existing top slob ign Barn H �� !u1r1n1I11IulI1u1II11n111i/ at centarnecesS center.p=; W anal m a. i[ wrnkM bock a y 10 install he extension. Exposed 'Fs Lj/ IIIII11111111111111111tl11111111i,' c Culvert , guall one ansa:reinforcing y w removedarcleaned a deo the t Wnen lengthening emitting cox ° /�/_ IY1li11Y111IYIYY1ii11Y'_._ L� aiern.lane ol.f.r.nt than current...ma aimenni°ne,directed tot and vertical treositions Slabs s ell oe 66 - /f formed of directed Oy the Engineer. Botta.slabs.Sol l dao // I'nir+r�nn��nr�in'nm.'al��o mntah to mOintain CO uninterrupted flow line. Existing fes` I on new reinforcing shall BC field bent Into transition O 1111II II111111QIIIII1I8rlr:� pintol sing.wol0 0coer requirements. W#Fg Tilt Bar as * k. III'A11IMIOraililie1'1 lrldI I Bora 0-Ta°Slm 1 €c necessary /� WI IIiIII If I 1 Bara 0-sottan Slob v 6'; cto oven Bare/�/ Bare Fy IIIIIIIIIIIIIIIIIIIIIII skew Existing Box Cul ert Ea /�/ IIllillllllili91111111 GENERAL NDs 6jJ �S�S LENGTHENING DETAILS Designed according to AASHTO LRFD spe°ifi0ation6. An r inforcing steel Shall be grotto 60. // All concrete shell be CIOu'C'wits the.exceptions: Bars Er` Bars FI-Too Slob use Class"5' (Or top slurs of culverts with overlay, with —Bars K Bara F2^Bolton 5100---/ 1-10-2rql 1 ourse lours eur/mee treatment,or with the top slab as the WALLS AND CURB SLAB Class"C"concrete shall hove o minim.compressive strength PLAN OF SKEWED ENDS - OVER 15' TO 30' 01 3,600 Del. Class-s-concrete eholl hove a minim. a °cressive strength of 4,000 pal. lw—Bort F2©^ L;nits The u"of permanent forme is 1x11 allowed. Angle ReferSlle Box`ulverts Cast-in-Place standard far°stalk ,--Limits S'ction® Of straight tions O culvert. For skewed sections and angle Bars F2®� tions refer to Single Box Culverts Cast-in-Places ands d for im e sin ane II dimensions,bar sixes, maximum bar spin and �rAngle'Sectlon© Bora F:®� Sect fgme� ill.. lilil�i/11���� g. �. I q{/R� ,s, \` length Bare'Hs not Shown.f Baht ASkewed en.withvcl curbs, nd adjust i�i�IQ1111 �1�111I `�� 1 Bars e-Tm 11■IdII11/L/!/������ reinforcing.feel ve,pmt by o atv(alnq`ine v uesfanown an the Bars B-Too I 1■■I %"0 Culvert standards o the cosine f he skew angle. B-Top �l�l i Botfan sum �.11111111/I//��0� y g I De I'-9-for u¢o0100 W aorta.sum- II,IIb,Ij �OI'�t 6 BOttan SIaD ----�Illflll/�l �'�`�, MICA MIN ��,/��', D«m 2.-B or7"for epoxyrc.ted. an �lr�s 1•NIIIIII/I1�i4/0' n•11u11111/ /��,���, 111•E11(Illkl111/EipA �I// �4* % IlIMMINI . .,,//y, /4• :k ML93 LOADING �elslrone Bar.I -Tm tin �■lu►in�1i���4,,, ,,� I�IUII/j��s`/..e � 1/1/Iwl/�" ed,D-eoftam sum v I Semeln lol■1lrr<< �11lrrwi ®i� iii , .. "hese Department Dnn pd MBan a violon woo MI!Wit r� ,�// I�Inmi/ii r . ------- 1111111110101 _._ ��"Si 1�111I/I/`.,414 4. ii�,�'r�j. ii 11_111,,fl1 I.III/// f Q Bar.C-Top slap 111111 ��/�'' S SINGLE BOX CULVERTS /l//��//�� Bar.D-Batten slab I�Ilit.2 /,� / 1111111/11111.8", 11=1111/07 to / I "✓/�I// �/ CAST-IN-PLACE IIN�Igj//lIpl! i�W�Gpj/�//��I// 1��,//�Gj�I��i MISCELLANEOUS DETAILS ��p�r�y /,d♦ / _�,w_ri�0�{0 111,144N� Bora F 1-Tm Slab ���.. `�- -Ef/l ears Fx-Batton stop —�``, Bara C-Top Slob Bars F1-rop Sinn ,� sore ion-Too slab �/ \o Bar.D-Boots.Slob Born F2-Bottom,nl,(9 - Bare F2-Bottom SIODO----r/ SCC-MD gal... 1 Dor Ia 0tP1dgilo WS PLAN OF ANGLE SECTION - PLAN OF ANGLE SECTION PLAN OF ANGLE SECTION - 04001 1;V,,,,,, "" FROM 0' TO I5° OVER I5° TO 30° OVER 30' TO 45' ,.�., soot. TM SOMME.5 RLUSSED FM ME PuRPOSE Of STOW REV.L.3434 THE BASS&WELSH ENGINEERING AUTSORST OF NIS. .W lY.WARY MG.NO a 00021- .Tx ENGINEERS.REG.x11. 382.OF FIASS 610 MISS MOM.F F-52..54 S.NNCM STREET.CORPUS CHRISTI.TEXAS 18404 055000 PURPOSES. PUBLIC IMPROVEMENTS TO KING'S LANDING UNIT 1 CORPUS CHRISTI, NUECES CO., TX TXDOT SINGLE BOX CULVERTS, CAST IN PLACE, MISCELLANEOUS DETAILS, SCC-MD e« patmor-GIB a::: x m >crura a °w 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 T,Last OF 44,41,... SUBTOTAL $1,173,816.15 �� -.'• LESS LESS WATER DISTRIBUTION AREAGE FEE(COMMERCIAL LOTS) -112,299.56 N +rM�w ' LESS WATER DISTRIBUTION AREAGE FEE(RESIDENTIAL LOTS) -33,390.36 ELSH :e 36246 'Or • • % =� TOTAL AMMOUNT REIMBURSABLE $1,028,126.23 !1. G,STES740� i'.16key 4-$ wilZ ie.- , Exhibit 3 Page 1 of 1 INSURANCE REQUIREMENTS I. CONTRACTOR'S LIABILITY INSURANCE A. Contractor shall not commence work under this agreement until all insurance required herein has been obtained and approved by the City's Risk Manager or designee. Contractor must not allow any subcontractor to commence work until all similar insurance required of the subcontractor has been so obtained. B. Contractor shall furnish to the Risk Manager or designee two (2) copies of Certificates of Insurance, with applicable policy endorsements showing the following minimum coverage by an insurance company(s) acceptable to the Risk Manager or designee. The City must be listed as an additional insured for the General Liability policy and Business Auto Liability policy, and a waiver of subrogation is required on all applicable policies. TYPE OF INSURANCE MINIMUM INSURANCE COVERAGE 30-Day Notice of Cancellation required on all Bodily injury and Property Damage certificates or by policy endorsement(s) Per Occurrence/aggregate COMMERCIAL GENERAL LIABILITY $1,000,000 Per Occurrence 1. Broad Form $2,000,000 Aggregate 2. Premises—Operations 3. Products/Completed Operations Hazard 4. Contractual Liability 5. Broad Form Property Damage 6. Independent Contractors 7. Personal and Advertising Injury 8. Professional Liability(if applicable) 9. Underground Hazard(if applicable) 10.Environmental(if applicable) BUSINESS AUTOMOBILE LIABILITY $1,000,000 Combined Single Limit 1. Owned 2. Hired&Non-owned 3. Rented&Leased WORKERS' COMPENSATION Which Complies With The Texas Workers' (for paid employees) Compensation Act And Paragraph II Of This Exhibit. EMPLOYER'S LIABILITY $500,000/$500,000/$500,000 PROPERTY INSURANCE Contractor shall be responsible for insuring all owned, rented, or leased personal property for all perils. C. In the event of accidents of any kind related to this project, Contractor shall furnish the Risk Manager with copies of all reports of such accidents within ten(10)days of the accident. Exhibit 4 Exhibit 4 II. ADDITIONAL REQUIREMENTS A. Contractor must obtain workers' compensation coverage through a licensed insurance company in accordance with Texas law.The contract for coverage must be written on a policy and endorsements approved by the Texas Department of Insurance. The coverage provided must be in amounts sufficient to assure that all workers'compensation obligations incurred will be promptly met. An"All States endorsement shall be included for Companies not domiciled in Texas. B. Contractor shall obtain and maintain in full force and effect for the duration of this Contract,and any extension hereof,at Contractor's sole expense,insurance coverage written on an occurrence basis,by companies authorized and admitted to do business in the State of Texas and with an A.M.Best's rating of no less than A-VII. C. Contractor shall be required to submit replacement certificate of insurance to City at the address provided below within 10 days of the requested change. Contractor shall pay any costs incurred resulting from said changes. All notices under this Article shall be given to City at the following address: City of Corpus Christi Attn: Risk Management P.O.Box 9277 Corpus Christi, TX 78469-9277 D. Contractor agrees that with respect to the above required insurance,all insurance policies are to contain or be endorsed to contain the following required provisions: • List the City and its officers,officials,employees,volunteers,and elected representatives as additional insured by endorsement, or comparable policy language, as respects to operations, completed operations and activities of,or on behalf of,the named insured performed under contract with the City. • The "other insurance" clause shall not apply to the City of Corpus Christi where the City is an additional insured shown on the policy; • Workers'compensation and employers'liability policies will provide a waiver of subrogation in favor of the City;and • Provide thirty (30) calendar days advance written notice directly to City of any suspension, cancellation, non-renewal or material change in coverage, and not less than ten (10) calendar days advance written notice for nonpayment of premium. E. City shall have the option to suspend Contractor's performance should there be a lapse in coverage at any time during this contract.Failure to provide and to maintain the required insurance shall constitute a material breach of this contract. F. In addition to any other remedies the City may have upon Contractor's failure to provide and maintain any insurance or policy endorsements to the extent and within the time herein required,the City shall have the right to order Contractor to stop work hereunder, and/or withhold any payment(s) which become due to Contractor hereunder until Contractor demonstrates compliance with the requirements hereof. Exhibit 4 Page 2 of 3 G. Nothing herein contained shall be construed as limiting in any way the extent to which Contractor may be held responsible for payments of damages to persons or property resulting from Contractor's or its subcontractor's performance of the work covered under this agreement. H. It is agreed that Contractor's insurance shall be deemed primary and non-contributory with respect to any insurance or self insurance carried by the City of Corpus Christi for liability arising out of operations and completed operations and activities under this agreement. I. It is understood and agreed that the insurance required is in addition to and separate from any other obligation contained in this agreement. • Exhibit 4 Page 3 of 3 Nueces County Kara Sands Nueces County Clerk *VG-50-2020-2020027044* Instrument Number: 2020027044 Official Public Records AGREEMENT Recorded On: June 29, 2020 09:33 AM Number of Pages: 52 " Examined and Charged as Follows: " Total Recording: $211.00 %%%%%%% STATE OF TEXAS �o�NTY C0/49;!ii. Nueces County * ,1, *1,0 I hereby certify that this Instrument was filed in the File Number sequence on the date/time „,i printed hereon,and was duly recorded in the Official Records of Nueces County,Texas is r/\aKara Sands <% 'I‘eP uEC's~: Nueces County Clerk etj'j4,.30.. Nueces County, TX ***********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: 2020027044 RTC-DEVELOPMENT SERVICES CITY OF CC Receipt Number: 20200629000057 2406 LEOPARD STREET Recorded Date/Time: June 29, 2020 09:33 AM User: Regina C CORPUS CHRISTI TX 78408 Station: CLERK03