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HomeMy WebLinkAbout4765 Contract Number: 4765 Vendor: TRANSPORTATION, DEPT OF (WA STATE) Subject: SR304, BTC Tunnel Lining, Pavers & Irrigation Department: Engineering File Class: LEG 12-1 Begin Date: 10/16/2008 End Date: 12/31/2009 Review Date: 02/15/2011 Vault Date: O1/O1/2011 Comments: GCA-5878 ~ ~. Washington State Department of Transportation \' . ., Organization and Address Local Agency City ofBremerton Participating 3027 Olympus Drive Agreement Bremerton, W A 98310-4799 Work by State - Actual Cost Section / Location Agreement Number SR 304, BTC Tunnel Lining, Pavers, and Irrigation GCA-5878 State Route Number Control Section Number Description of Work 304 180320 Exhibit A - Cost Estimate Region Exhibit B - Description of Work Olympic Region Exhibit C - Plan, Brick Paving and Irrigation Advance Payment Amount ~ 0 THIS AGREEMENT, made and entered into this I ~ T]! day of OGToI3eR. , ~t?OB , between the STATE OF WASHINGTON, Department of Transportation, acting by and through the Secretary of Transportation, (hereinafter the "STATE") and the above named organization, (hereinafter the "LOCAL AGENCY"). WHEREAS, the STATE is planning the construction or improvement of a section of the state route as shown above, and in connection therewith, the LOCAL AGENCY has requested that the STATE perform certain work as herein described, and/or is responsible for a portion of the work as provided for under WAC 468-18-040(5)( d), and WHEREAS, it is deemed to be in the best interest for the STATE to include the necessary items of work in the STATE's construction contract proposed for the improvement of this section of State Highway, and WHEREAS, the LOCAL AGENCY is obligated for the cost of work described herein. NOW THEREFORE, by virtue of RCW 47.28.140 and in consideration of the terms, conditions, covenants, and performances contained herein, or attached and incorporated and made a part hereof, IT IS MUTUALLY AGREED AS FOLLOWS: I GENERAL The STATE, as agent acting for and on behalf of the LOCAL AGENCY, agrees to perform the above "Description of Work". Plans, specifications and cost estimates shall be prepared by the STATE in accordance with the current State of Washington Standard Specifications for Road, Bridge, and Municipal Construction, and amendments thereto, and adopted design standards, unless otherwise noted. The STATE will incorporate the plans and specifications into the STATE's project and thereafter advertise the resulting project for bid and, assuming bids are received and a contract is awarded, administer the contract. The LOCAL AGENCY hereby approves the plans and specifications for the described work as shown on Exhibit "B", attached hereto and by this reference made a part of this AGREEMENT. The LOCAL AGENCY may, if it desires, furnish an inspector on the project. Any costs for such inspection will be borne solely by the LOCAL AGENCY. All contact between said inspector and the STATE's contractor shall be through the STATE's representative. DOT Form 224-065 EF Revised 2/02 The LOCAL AGENCY agrees, upon satisfactory completion of the work involved, to deliver a letter of acceptance to the STATE which shall include a release and waiver of all future claims or demands of any nature resulting from the performance of the work under this AGREEMENT. If a letter of acceptance is not received by the STATE within 90 days following completion of the work, the work will be considered accepted by the LOCAL AGENCY and shall release the STATE from all future claims and demands of any nature resulting from the performance of the work under this AGREEMENT. The LOCAL AGENCY may withhold this acceptance of work by submitting written notification to the STATE within the gO-day period. This notification shall include the reasons for withholding the acceptance. II PAYMENT The LOCAL AGENCY, in consideration of the faithful performance of the work to be done by the STATE, agrees to reimburse the STATE for the actual direct and related indirect cost of the work. . An itemized estimate of cost for work to be performed by the STATE at the LOCAL AGENCY's expense is marked Exhibit "A", and is attached hereto and by this reference made a part of this AGREEMENT. Partial payments shall be made by the LOCAL AGENCY, upon request of the STATE, to cover costs incurred. These payments are not to be more frequent than one (1) per month. It is agreed that any such partial payment will not constitute agreement as to the appropriateness of any item and that, at the time of the final audit, all required adjustments will be made and reflected in a final payment. The LOCAL AGENCY agrees to make payment for the work to be done by the STATE within thirty (30) days from receipt of billing from the STATE. The LOCAL AGENCY agrees that if payment for the work is not made within ninety (90) days after receipt of billing the STATE may withhold any tax monies which the LOCAL AGENCY is entitled to receive from the Motor Vehicle Fund until payment for the work is received by the STATE. The LOCAL AGENCY agrees to pay the STATE the "Advance Payment Amount" stated above within 20 days after the STATE submits its first partial payment request to the LOCAL AGENCY. The advance payment represents approximately fifteen (15) percent of the estimate of cost and covers costs incurred by the STATE in the initial stages of the project. The advance payment will be carried throughout the life of the project with final adjustment made in the final payment. III DELETION OF WORK In the event the estimate of cost, EXHIBIT "A", is in excess of $10,000 and the total actual bid prices for the work covered by this AGREEMENT exceeds the estimate of costs by more than 15 percent. the LOCAL AGENCY shall have the option of directing the STATE to delete all or a portion of the work covered by this AGREEMENT from the STATE's contract. Except, that this provision shall be null and void if the LOCAL AGENCY's portion of the work exceeds 20 percent of the actual total contract bid price, or if the LOCAL AGENCY is responsible for the costs under state law or the Washington Administrative Code WAC 468-18-040(5)( d). . " The LOCAL AGENCY shall have frve (5) w6rking days from the date of written notification to inform the STATE to delete the work. Should the LOCAL AGENCY exercise its option to delete the work, the LOCAL AGENCY agrees, upon billing by the STATE, to reimburse the STATE for preliminary engineering costs incurred by the STATE to include the work covered by this AGREEMENT in the STATE's contract. IV EXTRA WORK In the event unforeseen conditions require an increase in the cost of 25 percent or more from that agreed to on Exhibit "A". this AGREEMENT will be modified by a supplement AGREEMENT covering said increase. In the event it is determined that any change from the description of work contained in this AGREEMENT is required, approval must be secured from the LOCAL AGENCY prior to the beginning of such work. Where the change is substantial, written approval must be secured. Reimbursement for increased work and/or a substantial change in the description of work shall be limited to costs covered by a written modification, change order or extra work order approved by the LOCAL AGENCY. V RIGHT OF ENTRY The LOCAL AGENCY hereby grants and conveys to the STATE the right of entry upon all land which the LOCAL AGENCY has interest, within or adjacent to the right of way of the highway, for the purpose of constructing and if necessary, maintaining said improvements. Upon completion of the work outlined herein, all future operation and maintenance of the LOCAL AGENCY's facilities shall be at the sole cost of the LOCAL AGENCY and without expense to the STATE. VI LEGAL RELATIONS No liability shall attach to the STATE or the LOCAL AGENCY by reason of entering into this AGREEMENT except as expressly provided herein. IN WITNESS WHEREOF, the parties hereto have executed this AGREEMENT as of the day and year first above written. By Title t1a.:JO Y' Date /D/iJol DOT Form 224-065 EF Revised 2/02 STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION By s~--Q - ..f- ~ -AJM'~~~~~. (9&~ lle t 2G~ Title Date GCA-5878 Exhibit A Estimate of Cost Form Liners Tree Liners for Tunnel Walls (City Share) Lump Sum $ 28,700.00 Basalt Form liners for approach retaining walls (City Share) Lump Sum $ 16,300.00 Subtotal: $45,000.00 Pavers Type 1 Pavers - Delete 390 SY $ (50,700.00) Type 2 Pavers - Delete 390 SY $ (54,600.00) New Type 3 Pavers 403 SY $ 80,600.00 New Type 4 Pavers 450 SY $ 99,000.00 New 12" Concrete Foundation 73 SY (Estimated) $ 5,000.00 Fuel/Shipping Cost (Estimated) $ 2,000.00 $ 81,300.00 Subtotal: $ 81,300.00 Irriqation Contractor's price/Light Pole (Incl Prime Mark-up) $1,400 ea. 38 Poles $ 53,200 Install conduits in foundations (Incl Prime Mark-up) $ 6,720 $ 59,920 Subtotal: $ 59,920.00 Administrative Overhead (1) $0 I Total Agreement Amount $186,300.00 Note: (1) per administrative overhead agreement, OH-00166. GCA-5878 Exhibit A Sheet 1 of 1 GCA-5878 Exhibit B Description of Work The City of Bremerton has requested changes to the State's SR 304-Downtown Bremerton PedestrianlBTC Access Improvement construction project in the following three areas: 1. Tunnel Tree and Basalt Form Liners - City Share 2. Brick Pavers for sidewalks and crosswalk areas - Pacific Avenue 3. Irrigation System for illumination standard hanging plant baskets GCA-5878 Exhibit B Sheet 1 of 1 l::QOfrlXJllC.lUW,l,LK IWP, Tft2A.IaMDOr !'f1HWl:lPlAH~ ;1 ~ I, -- ;:-8{:"5'~'''' .~: ".>"~'~ ;f,:_:<: !i1+OO ---'---1-_____ BURWELL ST. 61+00 1 II ir~ ~I- ~!r .. -I IQ -_ J.._ -- j .:~.>.:... _:_/::"" .- u ceeR"0ClIC. ~RAWP, n'PE1A121lSDOTIrNCWD ""'..... .... ..... ,.J "-1:) COl9lTCOL~JJW. l'Mv.. Rl.wm:n:TNDII) ........... ~"" '......., M. i ~ 0~~REETSCAPE PlAN. AREA 'A' " ~ ~ ! 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V Dapartmont of Tnm8,:ClTtatiOft I I SR304 I' 7' OOWNTOWN BREMERTON PEDESTR!AN11 ST02 BTC ACCESS IMPROVEMENTS t---- -.---.- 101{ ~( STREETSCAPE PLAN GCA-5878 Exhibit C Sheet 2 of 7 ~ f ! ! f'rNW I ~;')).":-.....$1 rev" ~VAl.~1ICO: TOIltJlII"'" -_N/ ...:. """.........- (&Df1'I&.~O~' u:o.TOfA,llllllJtMlt&J.t ...... " a ~ ~ i t i ~ s- " ]" 1 ./ /" -' """'.....- nT8l J;'AMlCAR'J ~lI'A!wrMtrTKU ~Qtf..\'Q." """ ...... LEGE~Q t I @ STORM SEWER {JIl-101 NOTE: FOR WATER LINES SEE SHEErS W1 TO \'Ill FOR SANlTARYSEWER SEE SHEEIS S1 TOS1 CATCH BASI/l TYPE 1 CSO MH, TYPE II CATCH BASIN, rIPE II. ADJUST EXlS11/lG MAHIlOLE A!l.IHOON EXISTING MANHOlE ADJUST EJ<lSTlNG CATCH BASIN REI.lOVE DRAINAGE STRUCTURE PlUG EJ<lSTING PIPE MITIGATION eN' IMPACT AREA (MCIA) a.EAH OUT CAST.IN.f>I.ACE CATCH BASIN Wl1HFRA....e AIlD GRATE ~ ~ . ABANDON EXISTlNG PIPES sr.uDlm~-rsii. 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Sheet Notes I RCfCR 70 SHin IR-J fOil CO/oISIl'lUC110/j onAllS IINO NOles 2. ~^,/'jUNE LOC.lIOO ~O\$N ON TIlES( PLANS IS fOR REfERENce o.'Il.Y AND IS !I,o,sw uPO'< 'l^"JOSC.Pf lRllIGATIOO 11.""'5 SR.104 OOl'N'O~N llREI.ICRTO'<P(DESTRIA'</lITc,o,ccrSSIIolP/fOIOJ(Ilf'PREPAAfOflY ROG OATiO ll/.l/OG CDNHI/lCIOR IS IfES"(lN~B,E FOI~ \iCllIfmc r!fISl'<fORI.MTI(WPRIOII TO IIC(:INNI"'C;1'/ORll J SEE V.NOSCAP( IflI1I(;MION PVINS SR.101 OO~ITHO~ BRHIERTON f'(OESTRIA/'j/llIC AceLS5IAlPIlO~e"'ENr' PRfP...REO BY Roe O,,",W lI/.VOCI fOR ~t.EE\IINC loc,o,rlONS Assoullrro '~1fI MCOlAN AND TREE \'I(ll IRRiGIlTrOH sysr(M /'jOT SIlO\'.~ 00 THESE PLANS 4 CON1R"'ClOrISH"'t.l~RIrTLOo.lIONS.s:SlZCSOF~[I'IHC. CONTR"'CTOITSH.o.LlCOO/WlNIlrruP5IlINClfIHST"'llAIIONU<",IY ~Ip~~rr"l. T;;tfr~I~{.Nor SllOV,,", ON PlAN' AS /'j[CeSSNTY TO ~ CCWTR"'CJOR SHAll CONfJlJ.\II ACIU"l. SlH',IE lOCATIONS l\Ifll snr SLJIWE\'OrlS IlEfORf WSTAlL..ncw ~ SCAlE IN r(ET ~ o 20 ~o MATCHLlNE - SEE ABOVE ~ "L"'5'~5 ~., KEYMAP ~~ l;TS Ma -", , POC 0 2- ~~g^Vr~r~mR- '~rg~i~t~5.,~A~l~~~r~~^L~rS - MU.lCIIOFCI.lflOi.1Y1', - ~':,'i.~~;~^~: :~~:;~~gLLRy ..Qj~~E1 15071l5-1 OA,47- 6- 17 2-14-06 .' All PIPINCANOfOtlIPl.IHl1l0CilTIONSAR(DlACR"''-IJ.IATIC INI'I'\'TU//.r. All [OVIPMCNT S~Mll ll[ LOCATED \lIIHI/j OI'lTdlfS PROPCRTr AND IN LAI<<ISC,o.PfO ARrAS IT IS II'ITfNOfO TOHIOf AlL VAU'f 110):[5 fRO/oll'\tlY, O~EIlSHAl.llllT"""'Tnr",ppnoW:"'USPRlN)(l[n...NO VAl'o'(lOCMIOHSPRrORTOINSTAtLATICI.'I Legend PROPoseD JR/lI(lA IIQ1j ~!.oIr.'I.IHf ----- l"l"OUJ PER ROC 11/0)/06 Pl.ANS PROPOSED 1/2" OM RAlNl5lHlI -"IISPocrWfJrNCOI'"O(PIH, PROPOSfDV^L'nOOXLOlAlION GGJ I PROPosrOllCllfPOlfLOCA110N ~111 DRIP UlRlCAllQN /; ~- ~..'/. ~<:::......... - ':. .~ ~::~::'~<<::~~~~/' ". >c. v').\ 6 ..........:......... 15TIFARRAGUT 5T r-< I k-~~N. ~~;~UJ~ """'".::::.:'.::~,:.::;~___"''''''~~~.''''=.~"""",-~~..:.~...~.~ _.. .... __ ~ h u'::I ~ ~ '''. ","" 'iL-- -'-r--n----.~._____==___ ,.-,;r----c.:: I~L_.. r; .'" ~" ,/ / ~~{,~::,Ii~.:.~r J, ~~-- ~.... ff::~~=-!/~ ~~:~.!fiJ-&_1it~ ~ - ~ -/~.. 11:~"~"XY{I~,~. ~.iI,' / .~ ~i'i [4. 11Ufm~1~Tf~,\!lOfJ j{,..(~./">/'........\~~~.~;/ __ . '<! "'J " ",/~,. ",I, ,-_>>'.,-.:~'.'''~.~:~?".',:.,;.,! i ,,~,~7_'. __-,,'-~,__ !lUll UiNtl f,fi".,."!...;.:.l.,;::,,,..,v! ""::ll::~';:,::~:,~~,''','','/,-<-",i,:,' _O'7T/':':k~:q~. '<:'. .;. "?z.~ - _,;. . .. ,'{~~~?,.. -. ~"".~.~.,; \\ "\ "-i '\, {\\ \ " \~ \~ (.~.,/ "-t- ," '\\ '\\ \\ \\'\ '~'\\ \% \. \%~, ~ \~~',~> \ ~ SCfltEIN f[El ~ a 20 ~o OIII'.......I....'."l ........-...."..."'" ~............... ..--..... -- CITY OF BREMERTON 8R304 L1GHTPOLEIHANOING BASKET IRRIGATION PROJECT BREMERTON. WA VltAT.rIl;NO 2 OF J IRRIGATION PLAN IR.2 GCA-5878 Exhibit C Sheet 6 of 7 ~~ 6 hL\lS.OOS ,. ALUMI'lUt.l EKTRU9tClN (!I~"OOI.POl.YETH'r'lfNE IRRIGATION DtSTRlauTION TUSING I I HANGING BASKET WITH DRIP IRRIGATION NO SCALE NOTE: INTERNAL POLE IRRIGATION 1" TUBE & CONNECTIONS ARE SHOWN FOR REFERENCE ONLY AND WILL BE INSTALLED 8Y CITY STAFF. CONTRACTOR IS RESPONSIBLE FOR RUNNING l" TU81NG THROUGH POLE 8ASE CONDUIT, PROVIDING & INSTALLING FLUSH CAP. C^" ENOS SLEEVING DETAIL NOTE: IolMUtALL SlUVESATeOTHE"IDS WIlHVERTlCAl6CRAPPVCPMNTEO ",U, OtS.CNU/ OS MAM "' CHfCKfO Y,'H""'~"U''''~'''-Y,'HO~'~',"''''GftOM." SECTION C NTS RAIN BIRO XER~lIWJlIlER ~~lIJ~D;';~~~IReS c .J POI.YFLEXRISSR.AAINBIROPfRlRlil (1 C"~)(LENQT"AlREQUIREOI "--I&X11IaoI.ONOE'l'EIIOlT TOP OF 80lllN IlASKET PLANTER HEX AlSER lITAKE: AAIN lIlRD RS.lU" (1 OF Zj EAIYFITCOMPREasIOHFLU8HCW> ~O-lNCl1l5ELF-l'LERClHG5Aftll CONNECTOR 11"011'.. RAMlIRCl XlIS POI. YTUB~1l - EXTEIoIO UOIollN. MOVE CQNOIJrr I"DlA,1SOl ~lIP'VCCONOurr SEcnON B ~ ELECTRIC VALVE PVCMAIHLlNIl!: VALVE &OX ZQNEVALVE.-XCl_1(1).lI.cClM .---c ~~R~7ce: E:SIONCOA. RAIN IIIRD PASKET filTER -XCZ-1l11).IJ..CON f"RE:J$UREREQIJI..ATOR_XCZ_1Q0.8.CQM -In"OI.o.XIIST\lellNa SCH.eoUNlON VALVEIl(>>(EXTENSlOH IIRlC<8UPPOATlI lCU FT.PU,GAAVEUIUMP lSOL^,IDNVAlvE-XCl_10tl-D-COt.! NOTE: -ZOHEVIJ-VEA5SEWlIlV8tW.lBE RIUNIIIRD MOOELIIXCz"llJO.B-COU. .vALVE flOX I5l-IoIoUBE fWNUflOMOQi;l II VIf.IiTDBK.fl. NOSCAL( - o...e l...e......T PUl.L .CALE. I.....OT..~...ll!...CCO"l;IIH"'LY Il.l ~"".. . ~~8i6077 51 47-ltli6-D71 -U-06 l-OUT."_,LICI1'l:I'." ,_.u~...,........\'" -..-.- Irrigation Improvements. General Notes I RHeR TO 'L~NOSC""f '''111'''-11011 Pl.M~ SRJO~ ODI',~Tom; ~M(fnON peDeSTRIAN/liITC ACCESS ,I,IPROI'!:l.I(H1S' II/J/O~ fOR 1ol0000E II-If"OI\u....nON 2. AL~ CONSTIIUClrCW SH.-U CCNPl.Y lilT" WC CONTRACT DOCI.II.t[NTS 011 W....St<rNGTON DCPN/lIolENT or IR........SPOIlTAIIO/\II'IlD..lECf SPECIfiCATIONS '2~) .1 CONTR'-CTOIlSlJolJ.lCOOROINAI(!.NO SCNEOUlE AU WCRl{ \\1m ltl!: OWN(R CONJR....CTOHSHALL 5UPl'LYfHCIH(U IlIlIJAPROXCT WOOKPlAHPfR r.SOOT 8-oz.J(1) fOIl .-ppIi'OVAL PfIlOR TO Bl:GlNHINC l'IOII1<. TJ1E INSI....UATIOO or PlA/lT 41A)flll.-L SJ1....ll IIOl( 8e AllOll't:D UNTIL ~IRlCA11~ I....YOOl I< CO\IERACr IrSIS M( APPROvro BY ENClNfCR. ALL CONSTRUCTION COI/FlICTS SlWl Be: O,1OUGHT TO TI-IC A1ICN1JON 01 TilE HIQNffR H.1MEQjAm.1 UPOh' R(CClGNll"lON 4. COto/TRACTOR IS flCSPDtolStBL[ fCil .- l/iORC!UCH Clf"H-UP roo f/1S/l'fR RisPiC1IVf WORK, 0"11.1 AND AT PRO"':Cl CLOSC-OUI. ~t~~~A~~~,:~ ~Z'rH~~~a,;: =J:06~~~~O"~~S~~l~~;)~~':E~~~5f'IA~t~Al'; 1~~ ~X~~~dt~;:~~~;N: ~~ ~~GI~~~Il::;~~1 S:;L~O~ ~~P~~~fOor~ER. _' 6. '-lL p/PINe ONDfR tlMO SURF.-ctS (JNCllJl)(S CCIt>'lRCTE. ASPHALr. CRUSI1[O GRA~n) ~HAJL IIf SLff\'t"O r~lIllN A Cl. lOCI f'VC COIiOINT EX1CNOlliC 12 INCNtS SHOND HAIlD SVIlFAC'E (Oct AT Ill" Off'IH S(f 'SUfltNG DnAI~' '" SlIt[T 001(5 fOR IolORf INfOOMAnllH. 8 AU. COo'ITROL r~FllHG NOlIN .\tIo""L~( TRtNO; !i)JAlL II{ 8URlED \'IITNIlI P~ CONDUiT. CONDUIT Sf/ALL fI( I'tllCOD Ill- anow FINIStI GIlIIOC A~L CONIJoUIl NlD fIT11NGS SHAll lJ( 501 ~o 11. P/PC sllC SHAH BC TN( ~Iol( ON DOTH SDC5 OF VAL V<:S Ie. lOell'[ /ILL VAl.\'fS \\l1f1lH CINE (I) rooT OF Ttif l'AlHLIH( 11. r.llfllr TII'O M Il0RE PIpes S1JARr THC SAJ,/( TIlCNeH. I.I~NUIN .- ~- S(P.-IlATlCW B(T\~'i[N PlI'CS. DO 1101 CROSS PIPes OI'!.R r....CH OT/jEIl UNlfSS ltIET ARC Ar ~D Of CRUS. 12. NlllIC.-JlDH SIT[ PlAN 15 SCHEu.-nc. IRfflCArrON fUIl.I[lll/C AND (OUIPt.lEIiT SHAll /If JNS1AllfO IN LM.w 011 5J1RU8 lIro MiCAS AND ~lII1IN PROPERTT SOUIIOM'lfS mE CON1RAC1OR stMlL CONSlDfI'l'AlL sl1rfCATUllrs11/ lHr!NS1.-LL....TlON or lIlRfGAilONl.\iPIIOIOICN1S TIlf CDNm"CJO"lS11ALlllrRlSPON5Io'1lf'~ SlIf'I'LJlNli AIIO WST....lUNC Ml '"IllGMIOi'I Cl\IlPMiNT NCcrS5^"1' FOR" CDW'urr AND FUNCTIONAL IflRJGIIIION SYS1(.\' rlfLO \-f:RJrl" ,'u rXISTJNC EDlIIPIol(IIT LOC~rIOIiS iII'lO R(PORr ANT INlONSI5Tf,",CICS 1001QNff'R T.J. AL.ll'\iC SOL\I[NT \\'ELOS IIIlL tiC IolIlDC'-S.o. TOO-SICP PRoceSS WI sr""RATf PIlIl.lff/ "HD CLUC APPLlC....TlONS. ....L ClUe StI^LL DC LI.o.NVfAC'flIIl(D fUR ~::~A1ION AIIO CONDUIT ASSEAlIlLl" ONt.Y. NO -ONE-SffP- GUJ( SMAll BE ALLorlfO 5Ull'1~' PRODUCT INFORlOA110N FOR AWIlClVIIL pmoll 10 tlSe. ~ irrigation Improvements. Design Notes I ALL PRODUCT ....pPuCAnONS ANO INSIAU,ATIOt/S /,IUS, ucn ...ANUf....ClURER.S RfOlJjMl.lfNIS 2. fLDW RUES IMIrOUCN PIPING StJ'-ll NOT rxCUD .\1.-Nl#'AC1UlrfR'S ~PEc,nC'-TION$ J. ALL PIPINC ANt) fOU_fNT S..OIl....o.Jlf OIAGR.o.UUATIC IN HAIURf ALL PlPINC ANO IlllllCAnON SYSln, ft>.JI~[N1TO Of LOCA1fO 111''''11 OlOlllCR'S f'ROPERY tJNfS ~ COi'ITRAClOlf 15 IfrSPONS'8Lf FOIl Pll'OPfR OPffl.o.lI~ OF lRftlG~TION SHlell/. srSTfI.l SHolJ.L NOT OCEro ll'INUF'-ClURCR'$ RrCCWoIfNll.-TI1l'IS fJo/D SllALl WATER lolL L'-NllSCAPED ARfAS ANO/OR COHTA/II(RS AS N01W rl'lRlG"lION PINI$' '-Ile IN1fHDCO TO INCLUV[ IICCfssARY [Gl.IJP.\IfNI FOR PIlOPi:Il' DffIlAIION OF ~Aro IfIfllGAlIO,\j Sl"stu.r. SHOULD AOJuSIl.lfNI$ Sf IlfOll~rD. COI'I1R.-CTOR $IiALL llAKr AOJUST.\I[N1S FOR SAMf ,. 111R1i:AnON PLANS $HAJ.l NAY( PRCCl:OfNC( OvrR IRRIOArIOH SPEClFJCATlONS AHl" DISCllfPIINCICS OLTWt:rN iNfsr IWO OOCUUfH1S ~ILJST SE llRllVOIH 10 1Hf ","rHnll.'1Of !Hf O~JHfR's I1lPllfSCNUTIW DfroRf BrO OUf D.-T(. a. IIl.'llGIITIOtI CO>/TIlACIOR SHALL PIlDVtO( DI'1NfR'S R(l'IlfS[NIAJIV( "'l1H ALL SNOP M'-\',WCS Of PliQPOSl:O IRIlICAIIDH STSfH! BcrORC WSrAlL....llcw. Irrigation Improvements. ElectrIcal Notes l. 1~- LOOP E,l(PANSlOH COll. 01' IIlRf SH'-ll Bf LOCATED ....1 fllCII fL[ClRIC VAL 1('. ~oA~2cbtll.;~JT(S~5RDHf':::N:i~;N~~ ~~~~~C'WJH(RfOJ AHO 112 COI,:MUI (THIE) ""1N ONf HOl V.1IIE PER V....LIo{. All \"'IIE$ SllALl PtfO\.fOf CNCUCII SLACk J. "ll V,lRf S1i.o.lL Sl VL APPflOV(D FOR OIRH'J Il'UIll..... ~. '-Lt (lfCTIl'ICA.l. \'laRK AHO C'ONH(ClICWS SH.-U Bf INSIALlED AS PCR SlATE 11110 lOCAL COOfS ~ SPl.ICf l'NIfS ONLY .0.1 COWfCCTION POINTS. SVPP\.V CCONO VAL\(' SOl IIf loll fLECTRIC'-l ..uNCTICWS AND NeTt '-lL LOCATIONS ON 'AS SUllT' QRAl'IINCS ArlfNl,OH 0( TNf o~....tll"S Rl:Fl1tSfN1ATlII[ BffOR( BID our OATf RUN THROUCltl UGHTPOLE BASECONOlJIT I ~.W'.AA~.',"""~ POlY TUBING LATERN.UNE -R!lJNIlIROEMY-flT exw.P'''eSSIOHELlIOW .... POL YETHYLENE LATERAL FITTINGS NOSC^LE CITY OF BREMERTON 5R30.( L1GHTPOLE/HANGING BASKET IRRIGATION PROJECT BREMERTON, WA tIIIA~'Ii~ 1'10. 3 OF 3 CONSTRUCTION DETAilS IR-3 GCA-5878 Exhibit C Sheet 7 of 7