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Contract - Jonah Water Special Utility District - Relocation of Water System Improvements - 7/27/2023 CITY OF ROUND ROCK REIMBURSEMENT AGREEMENT FOR RELOCATION OF WATER SYSTEM IMPROVEMENTS (Old Settlers Boulevard Extension Project) THE STATE OF TEXAS § CITY OF ROUND ROCK § KNOW ALL BY THESE PRESENTS: COUNTY OF WILLIAMSON § THAT THIS REIMBURSEMENT AGREEMENT FOR RELOCATION OF WATER SYSTEM IMPROVEMENTS (referred - as the "Agreement"), is made and entered into on this the �� day of the month o , 2023 by and between the CITY OF ROUND ROCK ("City"), a Texas home-rule municipality, whose offices are located at 221 East Main Street, Round Rock, Texas 78664-5299 (referred to herein as "City"), and JONAH WATER SPECIAL UTILITY DISTRICT, a Texas special utility district, whose offices are located at 4050 FM 1660, Hutto, Texas 78634("District"). RECITALS: WHEREAS, City is completing the Old Settlers Boulevard Extension Project ("Project"); and WHEREAS, the Project requires the relocation of three (3) utility lines owned and maintained by District; and WHEREAS, two (2) of District's utility lines are located within a 50-foot wastewater and water easement ("Easement") shown in the Final Plat of Siena Section 23A, attached hereto as Exhibit"A," and incorporated herein by reference for all purposes; and WHEREAS, City has determined that the costs District will incur to relocate the two (2) utility lines within the Easement shown in Exhibit "A" require reimbursement from City to District; and WHEREAS, District has developed plans for the relocation of the two (2) utility lines titled 112022 - Old Settlers Blvd, Utility Adjustments" ("Relocation Services"), attached hereto as Exhibit`B,"and incorporated herein by reference for all purposes; and 48599--5473-7228/ss2 -R `Q23-01`1` Le WHEREAS,District has prepared a good faith cost estimate set forth in Exhibit"C"(the "Probable Construction Cost"), attached hereto and incorporated herein by reference for all purposes, for the Relocation Services; and WHEREAS, City agrees to reimburse District for the actual expenses occurred by District related to the Relocation Services as described herein. NOW,THEREFORE,WITNESSETH: That for and in consideration of the mutual promises contained herein and other good and valuable consideration, the sufficiency and receipt of which are hereby acknowledged, it is mutually agreed between the parties as follows: 1. This Agreement shall be effective on the date this Agreement has been signed by each party hereto, and shall remain in full force and effect until the Relocation Services are successfully completed. 2. The parties agree that the Relocation Services shall be constructed in accordance with Exhibit"A." 3. District shall complete the Relocation Services no later than one hundred and eighty (180)days from the effective date of this Reimbursement Agreement. 4. The actual cost of the Relocation Services is estimated to be $127,300.00. City agrees to reimburse District the actual costs of the Relocation Services. District shall submit to City a detailed written report itemizing the total costs incurred, including all supporting information documenting all amounts incurred for which reimbursement is claimed and verifying that the Relocation Services are in accordance with the requirements of this Agreement and that any change orders increasing the cost for the Relocation Services above the threshold described below were submitted and approved by City prior to incurring such additional costs. Upon completion of the Relocation Services, District shall present City with a detailed invoice of the actual Relocation Services performed and City agrees to make, within thirty (30) days from the date of the properly detailed invoice, a one-time reimbursement payment of the actual costs. In the event, the Estimate exceeds the actual costs by ten percent (10%) or more, then, prior to incurring such additional expense, District shall submit additional costs to City for approval, which approval shall not be unreasonably withheld, delayed, or conditioned. Any request for approval made by District in writing and not specifically approved or disapproved within five (5) business days shall be automatically deemed approved by City. Neither enhancement nor betterment costs shall be reimbursed by City. 5. The obligation of City to make a cost reimbursement payment under this Agreement does not constitute a general obligation or indebtedness of City for which City is obligated to levy, pledge, or collect any form of taxation. 2 6. Notwithstanding any other provisions of this Agreement, in no event shall either party be liable to the other for any indirect, inconsequential, or incidental damages, including but not without limitation, loss of revenue, loss of customers or loss of profits arising from the Agreement and the performance or non-performance of obligations hereunder. 7. District agrees to indemnify and hold harmless City, its agents and employees, against and from any and all liability, loss and expense and shall defend all claims, resulting from the loss of life or damage or injury to persons or property directly or indirectly resulting from the work performed by District to the extent such loss, damage or injury, is caused by the negligence or willful misconduct of District its agents or arises out of or in connection with the Relocation Services. 8. This Agreement shall be enforceable in Round Rock, Williamson County, Texas, and if legal action is necessary by either party with respect to the enforcement of any or all of the terms or conditions herein, exclusive venue for the same shall lie in Williamson County, Texas. This Agreement shall be governed by and construed in accordance with the laws and court decisions of the State of Texas. 9. Any notices given under this Agreement will be effective if (i) forwarded to a Party by hand-delivery; (ii) transmitted to a Party by confirmed fax machine; or (iii) deposited with the U.S. Postal Service, postage prepaid, certified, to the address of the Party indicated below: DISTRICT: Jonah Water Special Utility District 4050 FM 1660 Hutto, Texas 78634 Attn: General Manager With a copy to: John Carlton The Carlton Law Firm, P.L.L.C. 4301 Westbank Drive, Suite B-130 Austin, Texas 78746 john_,carltonlawaustin.com CITY: City of Round Rock 221 East Main Street Round Rock, Texas 78664 Attn: City Manager With a copy to: Stephanie Sandre, City Attorney Sheets & Crossfield, P.L.L.C. 309 East Main Street Round Rock, Texas 78664 stephanieaa,scrrlaw.com 3 10. No party may assign its rights and obligations under this Agreement without the prior written consent of the other party, which consent shall not be unreasonably withheld, conditioned,or delayed. 11. This Agreement shall be binding upon and inure to the benefit of the parties to this Agreement and their respective heirs, executors, administrators, personal representatives, legal representatives, successors and assigns. 12. In case any one or more of the provisions contained in this Agreement shall be held to be invalid, illegal, or unenforceable in any respect, such validity, illegality, or unenforceability shall not affect any other provisions of the Agreement, and this Agreement shall be constructed as if such invalid, illegal, or unenforceable provision had never been contained in the Agreement. IN WITNESS WHEREOF, City and District have executed this Agreement on the dates indicated. City of Round Rock,Texas Jonah Water Special Utility District By. By: Craig Mgin, Ilylor Printed kame: re"o Title: n e+t; I Date Signed: Date Signed: Attest: Attest: By: By: Meagan Spi s, Cit Clerk �r��,�, w.qV.-'0 For City,Approved as to Form: By: me ephame L. 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A $ s r ni .w•a••r,r a n"rt�."a�.r`�rwrrua''A`riri x o ar.�anavrrs AcaiiMoer orK:mro".arum.wr RANDALL JONES k ASWOAWS OKOWIMNC,INC. :aAarssse.u�eir aX.wvc:sarn a DX m«n r mr L mmn LrX.mem."ns wnr I %rase. @r/ex-.na ua Orrl aw-.P, RJ SLAPN"YMC k ASSOCa#AI S,NC SGiL i.A' rn}L ewer urc«sR[ws aas 9[EI 1 OF 4.AIfEfS r ArL sa-mai rer fve o-,n, ONAH SUD 4050 FM 1 660 HUTTO , TEXAS 78634 1 -51 2-759-1 286 PWS ID 246002 CCN ID 10970 2023 - OLD SETTLERS EXTENSION , WATER & WASTEWATER ADJUSTMENTS GENERAL CONSTRUCTION NOTES SHEET INDEX:* v� I.THESE PLANS DO NOT INDICATE'S RESPONSIBILITY O WIPE TOPOGRAPHCT THE Y.AND IT REAL.BE THECDNT - DETE MINE LOCATIIONS OF VARIOUSTOPOGRAPHIC FEATURES THAT COULD EFFECT R TO (11l 10 CONSTRUCTION METHODS _ TE CONTRACTOR SHALL NOTIFY 2i. H 1.rrE TXDor rlGrwnr MAINTENANCE FawcMAN 2.].RAILWAY SUPERINTENDENT 2.].COUNTY COMMISSIONERI ,unA1n 2.4.APPLICASLC CITY X.S.APPLICABLE UTILITY COMPANIES ,120 40 HOURS PRIOR TO STARTING CONSTRUCTION ON ANY HIGHWAY OR RAILROAD AND INtd J W 5 U D w THE VICINITY DF ANY EXISTING UTILITIES.AND SHALL Bc SUBJECT TO INSPECTION AND OFFICE COMPLIANCE WITH THE ABOVE AUTHCRITICS. - w S.THIS WATER DISTRIBUTION SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CU RRENTTEXAS COMMISSION ON ENVIRONMENTAL QUALITY ITCEQI RULES AND 4Tueue W—DnN REGY LATIDN9 FOR PUBLIC WATER SYSTEMS 30 TEAS ADMINISTRATIVE CODE ITACI ��, CHAPTER 29D SUBCHAPTER D. STuouo w�TU Ra�Ai 4.ALL NEWLY INSTALLED PIPES AND RELATED PRODUCTS MUST CONFDRM TO AMERICAN NATIONAL STANDARDS INSTITUTE/NATIONAL SANITATION FOUNDATION(ANSI/NSF) 7MV STANDARD 6I AND MUST BE CERTIFIED BY AN ORGANIZATION ACCREDITED BY ANSI. IAIOR 112 "R...O PIPe wHlcr rAS BEEN USED FOR ANY PURPOSE DTHER THAN TINE CONVEYANCE OF a.T � S.NO ERR SUPPLY. SHALL BE ACCEPTED OR RELOCATED FOR USE IN ANY Pueuc DRINKING 117 w4r n1 6.WATER TRANSMISSION AND DISTRIBUTION LINES MUST BE INSTALLED IN ACCORDANCE sunsn WITH THE MANUFACTURER'S INSTRUCTIONS. ,aosswa 7.THE CONTRACTOR SHALL NorPLACE THE PIPE IN WATER OR WHERE IT CAN BE FLOODED 170 Hull. WITH WATER DR SEWAGE DURING ITS STORAGE OR INSTALLATION. 110 B COORDINATE ANY PLANNED INTERRUPTIONS TD SERVICE WITH THE APPLICABLE UTILITY ♦ 122 9Mm Vy1N WA MINIMUM 48 HOURS IN ADVANCE (Ilo$411M•✓•�� S.ANYAND ALL OBJECTS THAT BECOME DAMAGED AND/OR DESTROYED BY THE CD N STRUCTIDN PROCCSS BMALL SE REPLACED DR RESTORED TO A CONDITION EQUAL TO OR BETTER THAN THAT WHICH EXISTED JUST PRIOR TO THE INCIDENT OR INCIDENTS. FM/BS —PROPERTY PROPERTY OWNERS SHALL HAVE ACCESS TO THEIR RESPECTED PROPERTY DURING THE T� CDN STRUCTION PROCESS.THE CONTRACTOR SMALL NOTIFY THE APPLICASLC PROPERTY OWNER IF PROPERTY ACCESS IS TO BE DENIED FOR ANY PERIOD DFTIMC.THE CONTRACTOR SHALL TAKE STEPS TO ASSURE THAT ACCESS 15 ACHIEVED IN THC PERIODS OF THE CDNTRACTOR'S ABSENCE. 11.TRAFFIC CONTROL PLANS SHALL BE IN ACCORDANCE WITH TCPI I-11-12 THROUGH ,S, TCPI1-61-1];S[f _ _ __ RohoR.HTM FOR SHEETS. PROJECT SPECIFIC NOTES; 1.80H GUILE ALL PLANNED INTERRUPTIONS TO WATER SERVICE WITH JDNAH WATER S.U.D.AT LEAST 4B APPROVED NoURB IN ADVANCE. 2.FIELD VERIFY DEPTH AND LOCATIONS OF ALL EXISTING APPLICABLE UTILITIES. �TQL S.COORDINATE AND GIVE PROPER NOTICE TO OWNER OF POSSIBLE INTERRUPTIONS TO SERVICE.ONS. •�."., 4.ALL RECOMMEND NTS OF THIS PROJECT SHALL BE INSTALLED PER THE MANUFACTURE'S 017/10/21323 CIVIL EN DIN EER DATE APPROVED \AYOTE ❑ N S U LT I N G , LLC OWNER DATE APPROVED 1.6.P.E- F-163B7 P.O. 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P­Iy f h1i, .6 S.hit-to -thih f lbeir hitting, h,,hA Z11I.P".1. 1lenep.mw tan'b,p,at E. 11 Ihlll��-T%. 1.V th,b1l, of A IT--, .I-Th,-t,.- It.,- raroPit, IT. M�p 0_ Th-1,=1,=.1,.1.1;=b;1 11,pl, it AT-b-1 1hil bI_ ectad la 1-b-T th.bld IS— .11- itt h. «Goner an tl P.,.,-'a IZ _T USIII 2226 it 29- bi,t 1924�,"t I-dh Th-.11.11.I-Ib b,.Stigh-iii,Th. .1 T-11. pi. ppslmenla 1h.t., .1 .-1.11.1.q bi-tiph, nd .4 El 1. It 1 1. 1,It.1-1-l�1-01 Ah lh.-A 1--11 Th. 1` 14) .1 ;7:..d b= -­Al�.1`*7%"n.d'ibTt21-;) t112 SIT IT).11i,I.- i-,Um .1-th..; !01 rotes "I "'h,.t TO 1. pl 1—, W I" I,Th,111-9-1 1-1 1.w d 0-1- h,,, ,1 11, 1.,.­-t,Sh.. P, mmamM At -1.-11- d -TE,-1, -1. b-bih- Bl Ananem e.1, th.1 bit ATDe rnraM--1.1- b plq^ Id 1-1.11,-1-thl IT I. IXP b,lhi,-h- 184 E.rzTh-IhI-1,,11, th, I lhi, �b th.III'IS z b,M«M 11 11 bbi-are s Mepn t1.19-tom th.cmtmcla mtll remove Ill LL It- d1-TI F- r9)pI_I,b-1.bly IhIld-1 Th-1.9 h-1 11 11 I'll 1 11 "-1--71U b. L J 1)Th. h,,-k­-I.-i. -to b,,A.-.-.'k--T, Th 1-11, 11 �-M 1d:1.1 IdId,bi� th bl dib1c�1,11,1,1�T1.9thl, At." 14 0 Th.�tibt, C-1.1t. I.,III .1d Th 1-1 1 b,l .1-.. th.1 Th.hllii,�/,,- AAS--1 IT,th. C3(Q ).ZA I. IS tithi-ibb,-A 21) h I.g, -l--11 lh�. Th. b,�h, 1. -hi--1-1 1-Th,-b, <13 sa --1.1 NOT., pmn 1. -1 All ShIll-bIbbi W Iii, -;i- 21) Z.,7Z =`- I-AS,-.t.I. II., to d b,A 111.1.141-1.1y Th,-Il s-Iii d SIA P,.p,l Eh-l�di-t..�IA­,h,,I tilt,- IT =-1 1. -11­ Ih 1.E� ­of 21-C j M 11 1..1 1.. Ehh P-I- Riih-..-I nolo cape )HMAC-q ib- bind P..I—-1- Ah I:..-Zd1b-Ih`-'.-:7h,.=%Z'lZ"hi,. moan resp .1 IM t.by-14,­­dN monul«urp,T-lb T-T SHEET -61-- 1 2 3 - c Item No. Item Descnption A-00+00 to A-04+03 B-00+00 to 8-01+50 C-00.00 to A-02+00 Project Totals a 16"Split Steel Enc.Pipe w/ Couplings,End Seal Wrap, 1 Waterstop Sealant and Casing 102 102 gg Spacers;Bell Restraints added at g Existing Pipe Joints,Open Cut; Installed 8"C-900,DR-18 PVC Restrained i 2 Joint Pipe and Fittings;w/Tracer 19 21 40 i Wire;Installed 16"Steel Enc.Pipe,Open Cut;w/ a 3 8"Restrained Joint C900 DR 18 92 86 178 Q PVC Pipe;Installed m 4 Removal of Existing 8"Waterline 111 107 218 ? G 5 8"Gate Valve,Box,and Marker, 2 2 4 (n F; Installed 6 Connect New 8"to Existing 8"; 2 2 4 W Z a Installed Q arj 3 w Relocate Existing Water Service; Z o Q 7 Complete 2 2 a m i Reinforced Concrete Sidewalk I i u 8 Removal and Replacement; 55 55 Q ■ Complete ZZ 3 9 Trench Safety System Design and 102 111 107 320 7 " Implementation ° 10 Traffic Control Plan Development 1 ° and Implementation n 11 SWPPP Design and 1 °n Implementation mww 12 Mobilization(Not to Exceed 10% lees of 1 � ' Mww Total Project Bid) U J (7 Z ~m wJ° H:3 4 m� ON nn }ZW <0 0 61 _F 3 SHEET SiL f� .) 0 009 0 Z-<0> r Z ND ° ?CM °° o rm r r a Pb 0,W, � r MMW ' W1 1M MMW xx. .•OfI Z 133HS a N W L 0 „•i uuv od 133HS -IMM „8 1* Z w l 133HS r I door 6u-rw,i e Ul C V m u Z < D a 3 :@ m D " 0 Z .� 7IOr:�utiod 3aruxwls]au]n3 LsSm "n' [f] 3xauml m 31lId avwa O n . NG3YA13bC8 O �- C 11Mn Q. v3°f a115�x3 Q D 0 11paxYn tli)35 S tl3aWT DNW3lM � wM wA z 310dM1 NtlDIS OQ 3°I tl31M 115Y° ) 1NVIp.w Dlf 0350d0ad Z E.�I 1NY. 0 3N1W33n. w—w NNn n1W31ll�B ,yy IYN 1 ------- Intl UW1vJ 0 NT35n 11a1b31Vw NIm 33n nv 1 UN•'1100 ® H f0 UOW nlen3ssr f3rtfa nnlrs3Nbn t+ NHn tl3lM � la3lf t — n1B11355Y VIVA NSlllf/f30 Mpla E tl3U3 b3lY° Q 3X11 no]T3I at �' 3]N3f 315 f��5 lnp MA1] .O N111 Sn Y—]— C (3]il 3N3N3sn Naunwsuo].ai Dann T f_3 a3WOn Nl a°J3I3 OWptl`)tl3UM U 3m a3wan/w assn )a fw _ mv. • rr1 su]�r3 unw3no — — — 'JM3dlYlS/w 3NIW3lY° LSOJ 3a33f O O•W l0 3'IN dl.l-Y 7 LJNDJ I UJSOdUda UND3 UNliSIX3 d O 1 ) 3 IIIIIIlO � _ • � � � 11111110 sacra r f � . m s A0 1 C f M __ M 5 ,o.r I fP.ww11IL�uln.. ... n.ma.....a.enese= L --- : T e E �se...�x ' � � ~.•S�••r amo-.u.r.vrr..r_m } a..�amra xu.M.�rax.m.mo_on�mx .in.m < Q N N N _a mx.s ux rmn.avn.m[n[mnu -T—_ WAIEP a_ rwe.x<r. ® _.rw. rsrx emnm r[aucua .v �il 8. ..mix x; Q Mrrx U; 3 a D tt .s.c .nuo.m a..w[rz..x srm.an.m.w 5 r.rrrlm�I f---{ 1 I Q F Q �. . O irc swoon.m r aroSttD[cP nC,rt xul/.0 vNv[. .On,..no o[ ss-Yva lY.!S. _ an u..0 •, - Q j Z SxE.Cas n, oa.Ff n.c♦5.[.alo N1a�a —_ rfW\a - y Q 0 3 C N D E N (])CLOSEO PICNNOLE ,(RECESSED FLUSH) •�"� _ �w .�rw w.n+..e.n :m . rr.r...rc.. EJIW rWA /9 e000s�MDIDAY/YR%35 f PLAN _ PLANVIEW DRAWING PROVIDED_BV: ..x.xwmr._a. •^'°'�' �� ,n,,,, EAST JORDAN IRON WORKS PRODUCT NUMBER: 06800003 7 51I DIA. - a rwwewxermiar.ax.x .,....<�.. .o .r.wxr.n .< .aro... El 3 lir ___ Z n SECTION VIEW wnrrrw c'r'y' _ _ .nw ON �.;L=Jsw 0 0: Fj �TETev .wuwm..•srwar aJUN: ..uemrrsarr..._.wa SHEET i. 9 nDh urER NLrERM1LIXiIUL TpsneD �� TN[r wnDR siw4amE COn➢OpAMM SiOD.RE410.E �� apalfb2710V CADRAAAO AVGIE STro. �f' Alo va cpVGRATr.«srm P, rnF a8 — �Ra�LmE NAH � •�:.. �. (FACE TO DRWD) ■■ FENCE aA ■ RGNTOFYgAYLINE FlXEDELL ___ ■I A KUFFE FLUSH DTDANGIAR woR _ rvG NYORArvT. AFF-VeD BOTTOM VIEW u rr LOfX vd � Immo, mvmwuureNomw SIHBd 3FT.SfYMPf r .�—y,� Q CONfJETE PAD MAX _ a, I C O t -y COVER SECTION NOTE:THE NYDRANrsNAu ,nuFEX;aREAn »ep PICKRAR DETAIL r WC F BE lrlacEDAT FENCE �/I F•; W Me lu y r so.sa owecr 14-CaRP.50 . L"NMENAFENCF ANNY RTIING rr YJ D EXISTS,OTNERNISE AT }d nowsra TN1M\t1R RICIR OF w WAYLrE F pQ n s,e J W z` w wArTRawa p i H rr.»arueror.w.mrfnrvaon. rMn°'w��r»"r"" DRAWING PROVIDED BV: I—D 3 Q EAST JORDAN IRON WORKS Q Z 3 Z D a,m.—r¢r»a..arm¢mlararoaw MAIN AND rcALV STEEL DIVE —. r.. PRODUCT NUMBER: � N F � TEE 41132MA01 I SECTION Q Q_ D nm,..r»..pm»a.e.o.em.m.mrmrus�� Q il M Z zJ¢ Q L 0 AH . ...�_a_»n_.v OWN AH NAB Am.r�m�wr,rs ra — 0 N N SD D o Mg0¢YnYIiO�ilbabbbfdlm aron ro mnamlae wm watt. N Owl TF'J(A.S COMMISSION ON NNVIRONMENTAI.QUAI.ITY N b¢fblralE�W fE�eement gauge.Dump.wpe,mnrredlm,erN dlr rlwpry WATER D19MIBUTI SYSTEM «bE�bArI��bFb¢t/E�LPnarmmdrnp lro mnhedw anell plain aulRoenlb lib GENERAL CONSTRUCTION NOTFS •. MWW. pw�ply¢Iwebt Tb4wlbAfrfk enwn ma mmmamrJung npb»r lNNa mreuaey _ INS EMbn¢M pl¢Al eeePbb r¢aY¢Paw m preesurvaq ba ppelma. I.Tlw yarn dimiWmo ryrtem mun br mnmvml w e®rdeolz wM me luny A1WW T FlAC) Tew(ummwim oa P'mnmeaW(hutity(TALL)Rule and Ra6ulatioor fU,Puble T Tfl Dunlm W >M J Admivimra fade ❑Nplm ago Arbebapmr U. R.ra The dunkon dare Dydmdet;[oaal abell Oe2mm�. rm rdmo.trampam dme sye¢mohu npmenuunT Trl Prauun riryro w le rcEa mioaJ pin'writioEdme d.mmwtim TM by bb—bm Dreeeun e1W M a leu men t 13 hroe tlN rrMomun edlPpabO baaw.fkkvP.k...rti Nl x.roml blyr Pak¢YaVbe YM eel!•m Wef be ple�a.eode Yr duds /. . San F L IrW51MEF'1 SIaMaM6r wa mum droop bbd'INrbIrfIEEEStarlA�fdlf�lllYOabEYI `wr �..w r. MremfiMMan nraamnnan.rmbrr.tMANSI .._ babm1bw.¢Yllt♦�bY11 ditwFE�l¢rErIP�F¢rbefMw¢.�1111MMaall a Platte PP'hr.4 App— rvnmu mum bA—N.Xbp udamn ' 4as../Ig¢faElf.p¢.Ir.aoai.reea¢L --�� — Fuu;Jatnn,Xal i{APPnmI(NSF-pwl urd lure sn.�lTN dniAnP—ntipndm E r»uw nrn.n�.w �Ej dr5rr mrhrrh nu neenudlorannni.idannhe�Wume mn T.— �'n'rpew puryu-y rryano ddri Tln testing Aeawenm-11 m d.—u me q­Abby bb wemr mm mull ro elpplmd b,me P., Al bean ylM a rNoratd b,,use rn anY Wbhc dnMnE well aupP1Y. rwwo Atlmn heing IeeWO Ip maumin the preasna Mbn 5 pa d tlw apetified Irydrwmbc tal geewm.Toe _ 6.Wetn Iremmwion and dimiW—tion min be Ib,Wl w eavrdenn witb me k¢blWm roll nolheemnprea.hYmewmer nm q—ydtnemeMub iegmamrman mel »^""»`�' of mmWaeweiair»rrucpon.Nwre er,metxp of me.are+lioe mum be Womd blow the Eeb —d by ma mrmula:wlow Nnsiae baka memromparr rapaldleudme amorntd leakage. :wtliae avdMmole ehJl mctopof the wnnline be ler moo aq inrLn hJow gmrod b,h 0 yd �'� lbTbe6m Wase rmeehafl mt e.oed me anrmml a0owedmby rmmmmded �roSolon�.p amor..s bb-bb-—bb AwwA mrmpw mr we pipe,m knn.pe eaame i,m pipe. ® ..rr.�. e.Tl»wmnNmaWlinm,u appmpn.te Jr rJn.e aeim»mmeaiatnWnon symemm L-Vbrydmakeup Pallmaper npurlWlMl rrntk all poinu where rigppaphy aomn(anon mry rrvm av lm4eMme tion.All re V e L.Nmd gpebmng rwrmmleel lfll ¢mrws.araamc D rAd dLmelelmml•�n rnmoab l mw..m.r..os •'"w"'••"•" �peein,pto.'.nm»pbenan.0 be m.r>va wlw,dmmn ar 5nn.nermaa�.n�, J P•evwe¢e by preuvu tlmmg lou nydmauhc lnsl in puunda pxr sguan lMrlpeg nlnr� mbl,equivJen v.Tre n� m rn.n tp.nt pn mm.Ape.n Jl alrtNrpAe nr nme J fen»Iwm the pml watntine ana wwlewnmmllectim rr htir.mdnairr. �¢��K¢Agry'o Sarer Force Mens) maphola and mgie lap4 drawfidda.If mu dulaon moot be mainWoed Ne uE wmadiarJyvaRY me pmp rng�.r mr hump dim9om Sepnuon � .w—f Ybl/ofyrydrmlemea n acmrtlerrce role AWNASmndak 0631 erre tlren at¢rred W diwv®.wuWnop melhode,ad wtma4 utitiard mumma'aw.Hlel drhe Z t` bawwllbl¢rrPbfdn zervr® b.. —PA mrb1 rq—I oyd erelya¢b Trem rub. b Q p*ft e(Ad—Hb .rbo.ruxr pmmdum.Sampkq anall ha rapemea n mnumrnedpn o.I—C65b a d t, di lb An a new waan maiw w alb r p e wnh AW WA J U AIEIIkA¢ilr¢¢arEb,-1eedr t,lwg lemdcmnple¢dw",roll MregdmO ael VN IM!C r sWeW[bSl anathm fivahane nol.&elins bJon beingDW»a imo woo. 1IMfiIW�yilyPIN bYp+at,ogg kNMeaaiglmma by ma demon erginew. ••a rabarrm umDtnabJl to wtinmerormvaabiplo�rJ.aJraiemrhvt me exm;.mreorrne `W] dienremn pmedun whmm ebau be nPe.maammunwenn peaim.Amlwrnnmd r V "� xnwlr.rfurLaa amplefarnth I,noafeel pfmmplmrd warn lire will bet. ow �pbq 1—mal the een..u.ble pnintbeamm r,ppp ear.ad�.o-d by me ee,�enyn�. }Z u eC I.The on ahati play lh pipem to ur wbertn mn W9ondd wlh w.ln QD 4 or aewMedum¢i orMeorimullatiop. „O ¢: wr..xrr v...asru,uum � F ; O�NAH ._•. - .. ... SHEET S—_ F • .r.�� — �__ NWS L y 0 FU.OI\Y R£L9£8l4 Lgl16E 9ECRA1 -° PENL�� .E..stn. (SfE I➢POG•HF CIIY OR COUNIY SPE6FA1EW5) ______ _ Sl1FCf SaEEI I'I mrccam rm uw sm.n ....rr .._ ______.__ --- -.-ar- AB-BY4 -� ..r.rr r r.r wr'• '� r� � .. PPPDOML COY A CPMIP SPfOP1UlEl°. °O OLFVS r.w.. r. '� �1PSIIIR®1RIKM WL f l Q a •� n 1A�. -ffPEI1G 9WL ff ffp11® 2 J m oa r °AIFD NAY Ppi p •r®EN•••••O••NMM •PAPE lEs nrn tD'ownFA 12' O MiPZE �`i! ..+.....:n. • • NQ a Z •311' 2'-0*, O'-0l* PPE MIO V°OER ] X u E) 3 ',PIPE O.D. W3 N ul P• r OENSIIY 1ES15 SNNL ff waN M/LLtl1UVILF.IIN KR101aE CM 011 CdMY }d •••••'• w. n ci� rr.r.r r.r«rr C0151EDOfw SPfCP1GIl016 MA SWUY.)i F v1 .r......rr.r. I.CM.IdIM OR EM41ml WY Uff EIOIM.IE.IFNPIIL AS/M AET[MNT[..L'RLL WIFIEV. � 2 J rr r r r.r..r IP PE9NRF0 B!COY OR COIMIY. SEF MPIIG19F CaY OR OalA11Y{L(IPIIISE flY6LL w W �a .rar _... rrwr.rr. ••••• SPEGTMI,�) j Q F 13 Pr�Fr~iP IlA•.J I Q W N _J Y POUMM awom QAC a IENPW—5EDIUENi CONENOE FEM _ C z JCNV m. _ _ —3 a Y , r`a W..mss.rlr.rr.IG.b CiNr mrr.wrrrirr a ---- �` r..n... � ru.�u w.._. ••..••. .«..ter=.�rrr`_ MWW �Il ar..r � S 3 � �� ..rc .+- m`��-r��i+r•- WW am �!( Etll MINN 11 CWMIRUCIM EW(TYPE 7) �.r.r tECSL� cFNEPu No rr �,e:U C0.NST.lN:11011 FAT(1YPE 1) Cp1.T.aC11a11 CAT(TYPE 1) ..rr �rr�.�•i�w I . .....rr rrw..rr nNrrwrrywerny.rrr_r ••Ir•.W.�•��YrN.r• Z ...—............- .......... �„7'.`G' e......—....r ._...,r.+— 06�IPLa , rw.�:� �.....• rr. F m ,............ •••,r 7EIPORARY FROOM w°w`��r e_....PN�� H N ••••r••••••• •_••••••••••• 7laIENT AND WTUt 0 ..._..r..- -••-... .+..r..._.. POLLUT CONIROI MEA9111® }Z M w -rr W61M1Cllhl FATS QQ a .._.,r...— EC(3)-93 ai CNV ...errrr. REAP Slm SHEET 3— c E a9p 5 IRONHED FLANGED MAINTENANCE PIPE IS INSTALLED USING w rL TINA GASKETS OVERLAPPED OR STAGGERED JOINTS. NO COUPLING IS REQUIRED FOR STRAIGHT RUNS. a FLANGED MAINTENANCE PIPE IFMP1 Is an engineered split steel casing system that provdes superior mechanical proleclion For existing underground and bridge-mounted utilities where live service must not be n N u N interrupted. -1e,e�h,,, ] r J Manufactured in the U.S.A.by Ironhed LLC,IMP Is produced from ASTM A36 steel plate,rendering a spin N F; casing that assembles precisely and has no sharp edges or buns.enabling a faster and safer Installation to 1s eu ss d than can typically be achieved using cut and welded pipe. Continuous side Ranges assembled with slag- y O gored joints,provide a strong unitized duct-without the need for couplers(on straight runs). FMP is sized to W 0 i sleeve over existing IPS pipe and conduit(FMP I.D. =IPS O.D.) FMP'�s bolted together with provided Z grade 5 zinc locking fasteners. - so Q []3 Ul Z n N WHEN A NO-WELD BARRIER 13 REQUIRED.Ironhed provides HYDROFLEX HF-302 INATERSTOP 11 3 p 9 4 aril in 5"X 1.125-wide steps to be field-applied. Side flanges s hvi:h aver and pressure Me gasket when B C] Dolled. Bim seems are seaters Dy apptyag a layer of HF-302 over the bud seem with an External Had Cou- 5 r H pier(EHC)inslaEed overt"gasket to pressure the material into the seem god protect t from damage or dis- I W J Wcalion dunrg barkRll (Geskels ar:r ass Deme.end snouN not be relredapah ro nos pressare) END SEAL WRAP INSTALLS AROUND THE OUTSIDE CIRCUMFERENCE Z3y ED OF THE CASING PIPE. THE FLANGES HAVE BEEN TRIMMED BACK 2" ❑ C EXTERNAL HALF COUPLER N _ ON BOTH SIDES ON THE ENDS OF THE RUNS TO ALLOW FOR THE (EHCr'15.00"LONG X.I37"THICK. "GRAB"OF THE SEAL. LOOK FOR NOTCHES ON THE ENDS OF 4 OF D m ' THE PIECES(TWO 5 FT HALVES AND TWO 10 FT HALVES). n Nww J u � �C HF-302 W— v..FLANGED MAINTENANCE PIPE J FMP Qti EMP — L7 e,.xh eua www wh.srrri row FMP 16/312 Z t` WJo �_N 4 m OU, a >•Z W AC Ad\4 d SHEET 1_ Exhibit "C" ONAH ---- SUD 2022 - OLD SETTLERS BLVD OPINION OF PROBABLE CONSTRUCTION COST: ITEM CODE. ITEM DESCRIPTION QTY. UNIT PRICE/UNIT ITEM TOTALS -SPLIT STEEL ENc. PIPE W COUPLINGS, END SEAL WRAP, 1 WATERSTOP SEALANT AND CASING 102 L.F. X $ 350.00 = $ 35,700.00 SPACERS; BELL RESTRAINTS ADDED AT EXISTING PIPE JOINTS OPEN CUT; B° 0-900, DR-1 B PVC RESTRAINED 2 JOINT PIPE AND FITTINGS; W/TRACER 40 L.F. X $ 150.00 = $ 6,000.00 WIRE; INSTALLED 1 6° STEEL ENC. PIPE, OPEN CUT; W/ 3 B° RESTRAINED JOINT C900 DR 1 B 17B L.F. x $ 220.00 = $ 39,160.00 PVC PIPE; INSTALLED 4 REMOVAL OF EXISTING 13"WATERLINE 21 B L.F. X $ 20.00 = $ 4,360.00 B" GATE VALVE, BOX, AND MARKER; c' 4 EA. X $ 2,250.00 _ $ 9,000.00 INSTALLED CONNECT NEW 8"TO EXISTING B"; 6 4 EA. X $ 2,750.00 _ $ 1 11000.00 INSTALLED RELOCATE EXISTING WATER SERVICE; 7 Z EA. x $ 2,500.00 _ $ 5,000.00 COMPLETE REINFORCED CONCRETE SIDEWALK S REMOVAL AND REPLACEMENT; 55 S.F. X $ 6.00 = $ 440.00 COMPLETE TRENCH SAFETY SYSTEM DESIGN AND 9 320 L.F. x $ 2.00 _ $ 640.00 IMPLEMENTATION TRAFFIC CONTROL PLAN 1 0 1 L.S. X $ 3,000.00 _ $ 3,000.00 DEVELOPMENT AND IMPLEMENTATION 1 1 SWPPP DESIGN AND IMPLEMENTATION 1 L.S. X $ 3,000.00 — $ 3,000.00 MOBILIZATION (NOT TO EXCEED 1 O% 12 OF TOTAL PROJECT BID) 1 L.S. X $ 1 0,000.00 — $ 10,000.00 ENGINEER'S OPINION OF PROBABLE TOTAL CONSTRUCTION COST $ 127,300.00 CAYOTE CONSULTING, LLC T.B.P.E. F-1 6387 1 OF 2 OTHER COST: ENGINEERING FEES; _ $ 10,600.00 LEGAL = $ 1,000.00 INSPECTION SERVICES = $ 5,092.00 CONTINGENCIES 15% _ $ 19,095.00 TOTAL ESTIMATED OTHER COST = $ 35,787.00 TOTAL ESTIMATED COST = $ 163,087.00 ... rE'�`1�1 i c, ^1J 1+ Ate , :• ,� • ► �� MILLS W Wf1ITNEY _4 MIL f YIIT'JJ -` X Ar SEP22 OPINIONS OF PROBABLE CONSTRUCTION COST AND OTHER COSTS• ENGINEER'S OPINIONS OF PROBABLE CONSTRUCTION COST AND OTHER COSTS ARE MADE ON THE BASIS OF ENGINEER'S EXPERIENCE AND QUALIFICATIONS AND REPRESENT ENGINEER'S BEST JUDGMENT AS AN EXPERIENCED AND QUALIFIED PROFESSIONAL, GENERALLY FAMILIAR WITH THE CONSTRUCTION INDUSTRY. HOWEVER, SINCE ENGINEER HAS NO CONTROL OVER THE COST OF LABOR, MATERIALS, EQUIPMENT, OR SERVICES FURNISHED BY OTHERS, OR OVER CONTRACTORS' METHODS OF DETERMINING PRICES, OR OVER COMPETITIVE BIDDING OR MARKET CONDITIONS, ENGINEER CANNOT AND DOES NOT GUARANTEE THAT PROPOSALS, BIDS, OR ACTUAL CONSTRUCTION COST AND OTHER COSTS WILL NOT VARY FROM OPINIONS OF PROBABLE CONSTRUCTION COST AND OTHER COSTS PREPARED BY ENGINEER. A MORE DETAILED OPINION OF PROBABLE COST AND OTHER COSTS WILL BE PERFORMED ONE PLANS AND SPECIFICATIONS ARE COMPLETED. CAYOTE CONSULTING, LLC T.B.P.E. F-16387 2 OF 2