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Home My WebLink AboutzW-4100Set0 0 T qqt N m H I 4 SDSDR33YJC4 cWVUNG (OUTIEMi EGA iOF�Anax VVVARMI A L CHEROOT PROVE E15L)OE OCKLUNR.S¢NDrti NOTEIT CURD OPENING HIRED PLAN RnATmoc MEu RSA,I=� 1 `W Lj� 1 A r NOTES: INSTALLATION INTRUCTIONi.SHOP oRAvnncservo z. MATCH FINISH OF FLUMEiLIID TO MR STANDARD FLAN W3 3 TRANSITION FROM STANDARDTH) DEPRESSED BUFFER. 5 RINGINTENDD ESSEDGUITERTRANIAT"PASS STRUCTURE WHEN LOCATED VERNON THE TYPICAL GUTTER OF RBU STRUCTURE SHALL BE IDENTGLE6 XWIMSIDES FACE �a�MSANAPERTHE MOODY d BOL LTRATION ENGINEERED UNCHOREo E�OG STAFIDDLEPER THE SECTION W_410001 SEDUCER W W,3.Lo9 DS SYSTEM RA 3Mc REVISED TO CONFORM WON ]CHTc TREE BOX wFULTRATMN UNIT CONSTRUCTION REOOR0s OETAIL /1 SECTION BI MR W)GOD023 BE WE aRO.:a"¢ `rm a, CITY OF RENTON DUVALLAVE BE D SD12 °eQ �— ® RECORD aaENwa�G,.a�D. 'Dx a D MRR. F122ACCaE rNLNT ..�NFx �MxsroR�n�nxov MCI CIRCLE. x— DRAWINGS aoF OFFUNE TREE BOX BIOFILTRATION UNIT DETAILS AEG CF ELL NA HE dpCr HE FAI SHEET 130F 13 sxEFIxo. �a� A (uu L- m■ Ana IxErwAlgExroro STA 99ESBs. 4GDIT FIRE xvORANrusE- x � o µ w— F EC 'LT up DUVALL AVENUE NE rP lTAPwa1G TEEJONI _ jPIT wW0 OUNME _ w3.0� _ FRANC BLOCK _ 8tlN8U _ _ _ F by user �— "YS" gwvEO gFInWE EXFIRE up 6"GV BUIPAR) OUN IW8901 MNNI BOOK OR I I —I I a I Q Ro 7-��V I r------ G I SrA�3 I T� x E O AskMBLr ExlsiewANOlzwlvmw�roBERaIOrBD I a PAIRS)Pwm UPN�PPwExYrvMNr. I g ED z �P,II P XPIANB� I� I 18TZENNOw1 PLAN 0 UP EEr I L. "`" ""^"'^JF'I -- —E— — DI (RENTON)NI HAT BFFI m�---- IBwrAwlXGiiiMnPu n� _LEE UP ° — IOU Un DUVALL AVENUE NE OR OF OF OF y _ _ P _ P?gip _ vP —�__ _ _P—I Z 7 RE m Q 0 O ON I Euncx ArorswNwwlro BEEaEwvEU GENERAL NOTES: 1, SEE SHELF LI FOR WATER PENN GEN EML NOTES x. CONTRACTOR FRLnwINFERLATIONSEOEI FIELD ONWwiRWIN, 9' EQuE E<RTCPlxmMATERIALS AND PENTN¢uYOOMLETEEn WO, A SYMBOLS ARE NOT TRUE 543E. THS ARE MR CALFORLATION US NLY, BID aUnunTIEESSEFFORT 6. CONTRACTOR FOUEE VELCULATDAL AxogoxEAoPENCE AS ALL CONSFPUCNON MUST COMPLY HOTHEN I WHARF OTHERWISE STANDARD ANDA OEDOYCMTION OPL APOS 8. RACONTEUR PSHALLOEAWAPEIHAT WATER MOIX 9' HIRE WARRANT INPUT ASSEMBLY PER CRT 0E RENTON SHUT PLAIN FELT w' n DCOM-NCGDLIOFTFMTCOOV EIImn6 PRIV�R WATER SERVNEE URNMEAX TO NEW AFTER, REMOVE BOND SELVAGE EXISTI XG I TO LEEEANDSEEPTERE POLYETTYEENE ENCASEMENL 3 ULT¢IPGX PIPE OVER! 13, ALL NERENIXgl SHARP N W G ST gONNEPGANSCOUA EM EG[g MM THREAT ROCKS PER ROD N OD FLATSM"RIP REDEEM TO ANUlll. REYIBEDTOTICONFORM WICH SCAP��EET W - 410 0 0 2 80N8TRUCONRECOPDB VA0 CITY OF RENTON DUVAILAVENE v, WAI GIN EBB NONRECORD D IN'" M.. �GROWN �- IN DRAWINGS aWEPwaoxU,.U„M. 91MOT 89 FREFIGNSEEN 891W0 T0698K0FAA I FIT, Er .ET G, SHEET lOF6 N0' �—°E= I a i SRI GENERAL NOTES: 1SEE SHEET AGO FOR WATER PLAIN GENERAL NOTES EXISTI 2, CONTRAMETOR SHALL NEW MEN IT AM BELOW LOCATIONS BEFORE INSTALLATION OF N MY WATER MAN, CONTRACTOR SHALL FOREIGN AND IN49EALL MATERIALS AN A 90FRpm]M1r ED 7IMBLY TO3. FQJIPMENT NECESSARY COMPLETE THIS WORN. 3TIB'GV PPE XYw EpsnGwlREIrtONI w a. SYMwLSARENm TRUESDE. SII — — — ED — . PIPE JENGTHSAFF FOR CALCULATION PURPOSES ONLY. BID s — --- ---- w ON pUALUM SSHALL BF CALCULATED FSREQUIRED . 6 CONTRACTOR TO USE VERTICAL AND HORIZONTAL WELLS AS — —. SO NEEDED. s6ABOLuxD. xa.3xT w COMP TFomaxlNxLIxomEPmsF OUxe ! STAND o s vlcrvGIONTN CANC. mo.Bo m'00 BE= mxwo — 8 THE CONTRAMETOR SHALL BEAWARE THAT WATER WIN FCIUCHI MAY BE RAM I BED TO PULP EXISTING CLOTHES DUVALLAVENUE NE AN xo MAINTAIN DEPTH OF PIPES. DENUCPONS SHALL NOT GO EXCEED 50%OFTHE M\NUFATU WE WECI FICATIONS AND Q SHEET THECONTRACTOR STAGEEVERIFYnlmxPOINTS unNOEPTH nCCOnoMclYow MAIM STOMP ON THE z TER PROFILES AS PLANS AM INFORMAnOTULAD DO NOT REPRESENT THE n —� •—y u OT"pHER Dwi5zm OFT i WELLLRAAPIIEuinsANY NDDARD IDES --- Ems ' x mwmurnox OFBEFOuE x SPECCTOR SEE EXTEND ias PROM � z IDO MTBWAND Ir W NETs. sBITO BE RENEWED F RELEVERAGE TxroT ASSEMBLY PER GTE OF RFMON NO, PLAN I c� AFTp1�GTTAALLA NOFNNENNFIRCHYOMMF. 330.3 PX[XNXASxiTKS'BEmen ' B E0, IWTALLI'MMESnCWATEBSERWCEANDNEWMUERBW TU140 715 RI AND CONNECT TO RENEWED PRIVATE WATER SERVICE LINE WE IMINFO EnBTBWINDmI A BEHEW IND ASllo RE INST[u¢XIINeNM[rtvw X F V(TOMB) IT PLUG MA PIANSCALE IN O m NDSETTEP 11, WATER MAIN SHALPOLYETWITNESL BEEM CLASS 52 DUCTE IRON PIPE WITH 0 GO I� 10 US ALL DSIMTCANDVALVESIMJRG ® pEMFNNPoXG 8 6 GVIEMBEER,GGREIM4FLl WELLAVE [OGFT9E EIs1PPIXED RETAINER BELIEVE QETANI C pNO3BLOCK TOMEWWGSESUM INCRIGMMaOMAGRIP. IN PERTIEPLPNS AUCTION TO CONCRETE THRUST BLOCKS PER STD PLANS 330.2 I EREEDBYERAN12, T'AEMEMBLY ��r G, li pffiT ICwIFENNXI \ a a PC w M m CUP Do CUP DDO ON O HE HE n �� DO w DO DUVALLAVENUE NE N , LE 8LE a aa.Ba amlwa wew _�I "FAR) w m Ok On ffirBw en TrwINOmITOBEaEwvm^ F ExATER WlAJLAnoN OF NEW PRE HYDRANT. T z In SEE SITE PREPARATION MEAN SEES w z u x y— `a q � MO TECT \L z FPEHYDRANT EXISTING D PaNE w PLUG EXISTING W— 410 0 0 3 REVISED TOCONFORM S SCALE IN WATER GOT CONSTRUCTION I3ECOR08 GO `a�T PerCITY OF RENTON m DUVALLAVENE o. WAZ a°4 RECORD IxTH "�5 �- DRAWINGS RwmmamMW e.,eD. WATHERPUN STA850TO90 .n E IX ' . GROW SHEET 20F6 TOEET' %—°e= A u �u 90 I E SIDAVE IN FEET Y/ GENERAL NOTES: 1. SEA SHEET LC AGE WATER PEAK GENERAL NI 3 Mw TCRE INSTALLATION OF NEW WATEerx. nlnL«nn SOLLLEAVENECeES`SRYYTO mrINITIAL HWORK. P IsnNo . SYMOISMENOTTRUIDE. ARE FOR CALCULATION ES ONLY, BID RD ali:urmO'nBBiED 6 CONTRACTOR rousEVEMLEUTnno xoRlzoD AS xTUFEARS as r NEEDED. 7 ALL 'S1IONNATIVEiimnou)a Ln WITH FEE BvarvsTaxwno3 OR TH E CORRELATION SHALL ,l DIRECTOR MY ioMiiTIiuPE RnunTO AEXISTING AN t; ADDITIONAL HIGH OR LOW POINTS IN FEE MAI N. THE SYSTEMATIC* Lu MERRILL VERB TV EXISTING UNITED DEBT HL LOCATION, AND SALL CALCULATE WATER DEDUCTIONS ACCORDINGLY WATER MAIN PRI AS BROWN ON THE PEAKS ARE INFORMATIONAL AND 00 m NOR RI THE ACTUAL DEFUCCON TRANSITION UNI aSTANDARD ALLOWANCE HALF BE APPROVED BY THE CEO S ANY REFLECTION OTHER THAN SONS OF THE MANUFACTURERS PCONESTRUCCON ROVIHoxs. xsrEmazsEEsenlox Ta9arSEXUAL HYDRATE9FEET MNI ASSEMBLY PER Dry or MATCH STD. PUN3101 10. INSTALL V DOMESTIC WATER ENTER AND NEW METER REAL AND 11. WATER MAIN REAL BE CLAS 52 BUCKET IRON PIKE WITH POLOTHYLINEENVARMENT 12. uMECHANOBL1Om IDERIVES (HURT AND VALVES SALE >ma _------------- ________ HIS915W_ c \fir \ e Mil, C Lu Lu 8 / EE —� — STI O 9UVALLAVENUE NE � � �(Mer4 P CONC. BLOCK tn TV At 2 2 •_i�• A P PP— S> _ ______ V SECERECLOTH) PE WA916r]0�0, BPT RH 1LLISATT L W-410004 SHIFT IN aMWHCURELY o -m'PROVIDE ° FLAN[[ REVISED TO CONFORM WITH 'j CONSTRUCTION RECORDS ®0AS _ ;, `rm CITY OF RENTON DUVALLAVENE D WA3 "4 RECORD HELIUM FAR $2 ., fim zwwM AN DRAWINGS aDYLOwa�,.D„�D. wATERFELAN OTO91 RATE .n„y IX ' . STA E08W0 T0918�80 Lr SHEET 30F6 N0' 'V-°L= a i Z SEA 9143 4 IT 12-45- BEND (ME RI w N C'LT� noIMJRIMIx iO �w19Roo —U_ EXIST FEW l NlLl I a' 9LRrP'SA4A63giz� u u0 n0- 12- 12 IOry IT D.Oi� OFF ASSEMBLY PER COR SEDAN 341 x ONE CVA919Z2,R6 Li pi CgV}ppCttW TO SIDES OF UP ME A CLAW 52 COMEDY STAY GO�C=TAA 010138 M� STRA SCREW- COUPLING S' 8 uss5i AR L16.0 Cusssl vawUNE�EE AND VALVE . E W e"W IOU L 9acmCvss Si — ' — — — — — — — —CUT ED RD PIPE —0---- _ 3 xR PPE PLC ON " s"ExmE1a E 6w TO BE PLANAR NED £ H RECORD NBC DUVALL AVENUE NE " " ° w ETA a 931RW CN E e BEND() O PR "A9 ai:s,GETS UP � LE C-LINE n 16 Gx TA ITE61MJMIFU FIC OV UP STA mw8 3 r p61 ETHIC VERufrv0 ED III ox of SR�NNER 6 IT CHO 47 IN I[-a13n OmxMl wc�P�� _— STAY 919n04, DA L.... GENERAL NOTES 1, SEE SxER OR FOR WATER Plwx GENERAL NOTES. LONT ACTOR SHAM FIELD VERIFY ALL EXISTING JOR E BEFORE I NSTALLANURN OF NEW TER SUNNI MATERIALS AND JUN, ECM I MOUNT NECESSARY TO CO MPLETE THIS WORK 1, SYMBQS ARE NOT TRUE SEE. S. PAR LENGTHS ARE FOR CPLEVwTIan PURPOSES ONLY. BID QUANTITIES L BE D AS REQUIRED NEE RACTOR TO USE EUSE SEVER'ALTAry HHORIZONTAL BEN AS AS STAN CONSTRUCTION MxMOAR9E�LL PLY EDND THE OUR REGARDSUP RSEDED" CITY NDARDS ABa eTHE CONTRACTOR SHALL BE AWARE THAT WATER MAIN IT RE SE T IHYUI ASS HENRY PE R CITY OF RE GET ON STU.Pux EN DERIMATER PANS O W-410005 aKBEREM DIaEHINAGOEw�EwDESTOREIIEw.LwETELANDMEET wLORTOREEWALLE Q EUGENE GRAVE AT ® AONEWSESET EB. BEMOVEAnOYLWGEU TINGMETER00X PROFILE /\ DUCTILE IRON PIPE WITH 6 WOR HN.; I"I C PoLYETHYLL" ENCASEMENTs3 _ BEND TEA 12, ALL MECHANICAL JOINT PICTINGS DART AND VALVES MU auxoLn.<�a69 SHALLHAVEWEDGETERE RESTRnINED RETAINER STAMPS EQUAL TO MEGALUG SERIES 11W OR BRUCE ECONOMIC IN ADDIT IONED CONCRETE THRUST SECURE PER OLD PLANS SB ILI k ___ _ ___- ExImxG GRADEAT ___ _ vRavosEDGwmEAT ______ ______ cunEmP1 aQNEmM _ _____ 13p 0FA FUN A" .95, 1TA9}TEW ITOJA PROCESSOR. IUARM P ERIN EIMJPMI S-TEE(QN 6'ry xWJRI re -RED vuvel lRaNU nl rt VIIFLIIUDJIdEII VxM uiNe�rPi oEA PROBEOLDTERM Tnj GENERAL NOTES 1, SEE SxER OR FOR WATER Plwx GENERAL NOTES. LONT ACTOR SHAM FIELD VERIFY ALL EXISTING JOR E BEFORE I NSTALLANURN OF NEW TER SUNNI MATERIALS AND JUN, ECM I MOUNT NECESSARY TO CO MPLETE THIS WORK 1, SYMBQS ARE NOT TRUE SEE. S. PAR LENGTHS ARE FOR CPLEVwTIan PURPOSES ONLY. BID QUANTITIES L BE D AS REQUIRED NEE RACTOR TO USE EUSE SEVER'ALTAry HHORIZONTAL BEN AS AS STAN CONSTRUCTION MxMOAR9E�LL PLY EDND THE OUR REGARDSUP RSEDED" CITY NDARDS ABa eTHE CONTRACTOR SHALL BE AWARE THAT WATER MAIN IT RE SE T IHYUI ASS HENRY PE R CITY OF RE GET ON STU.Pux EN DERIMATER PANS O W-410005 aKBEREM DIaEHINAGOEw�EwDESTOREIIEw.LwETELANDMEET wLORTOREEWALLE Q EUGENE GRAVE AT ® AONEWSESET EB. BEMOVEAnOYLWGEU TINGMETER00X PROFILE /\ DUCTILE IRON PIPE WITH 6 WOR HN.; I"I C PoLYETHYLL" ENCASEMENTs3 _ BEND TEA 12, ALL MECHANICAL JOINT PICTINGS DART AND VALVES MU auxoLn.<�a69 SHALLHAVEWEDGETERE RESTRnINED RETAINER STAMPS EQUAL TO MEGALUG SERIES 11W OR BRUCE ECONOMIC IN ADDIT IONED CONCRETE THRUST SECURE PER OLD PLANS SB ILI k ___ _ ___- ExImxG GRADEAT ___ _ vRavosEDGwmEAT ______ ______ cunEmP1 aQNEmM _ _____ 13p 0FA FUN A" .95, 1TA9}TEW ITOJA PROCESSOR. IUARM P ERIN EIMJPMI S-TEE(QN 6'ry xWJRI re -RED vuvel lRaNU nl rt VIIFLIIUDJIdEII VxM uiNe�rPi oEA PROBEOLDTERM Tnj ILI k ___ _ ___- ExImxG GRADEAT ___ _ vRavosEDGwmEAT ______ ______ cunEmP1 aQNEmM _ _____ 13p 0FA FUN A" .95, 1TA9}TEW ITOJA PROCESSOR. IUARM P ERIN EIMJPMI S-TEE(QN 6'ry xWJRI re -RED vuvel lRaNU nl rt VIIFLIIUDJIdEII VxM uiNe�rPi oEA PROBEOLDTERM Tnj CC CONSTRUCT A END xta WATEREUXMMG xta Bta 410' POP 3 MMAIN AIN mP1U ARTS s EUAW °m SiA 1prN.1 aF- 7DEORACY- ^A eExol Jq U xnIHE ROTATERNEACCOMMGETS R WTEGUE STA1oN]E91µ NDIMw RE PAY 3 RADI FIFTH 4110 410IT BNKp Bpya gtSKy READ LINKS PROFILE PROFLE /\ SIZE TRUE WATER NEWS CLEF) FORLS1,M), NEED TEX .Erm CITY OF RENTON DUVALLAVE ME N, WA4 COMMON �� RECORD Isox OHIO .. �- DRAWINGS elMLVwemM,.u_,r0x wATERPI92 DAMAGES 000aw . STAY 918t80 T0923V00 Er .o, J, SHEET 4 OF N0' �-°F= RADI FIFTH 4110 410IT BNKp Bpya gtSKy READ LINKS PROFILE PROFLE /\ SIZE TRUE WATER NEWS CLEF) FORLS1,M), NEED TEX .Erm CITY OF RENTON DUVALLAVE ME N, WA4 COMMON �� RECORD Isox OHIO .. �- DRAWINGS elMLVwemM,.u_,r0x wATERPI92 DAMAGES 000aw . STAY 918t80 T0923V00 Er .o, J, SHEET 4 OF N0' �-°F= ASD ABO ALI e16'B PIRELLI 'ry DO 'J5' VERTBEND XOWN CA RELEASE OR C EPA USING 2 �B SEET F— GENERAL NOTES' T. 5E PLAIN GENERALNOTES HIRE EnA91vmR1 0A PASS TEgMwEq I mnrenvOR SHALL FIELD VERIFY ALL EXISTING IT RM B REM HIT I LOCAnanS BE FORE IDSTALLAna10F IEW WATERLWIN. (1) B'A'BEND RURAL) BEND ) LS AND SIAD3JS' H 65' Dm 1 'DP ,ASSSz EOUIPMENT NEC6HRYTOC PC PLLR ING WOPICiEPW 331E6 D BIOMASS SEE aaL �q- _ _ _ L <. SYMBOLS ARE NOT TRUE SIZE 5. PIPEEEMR EALY. BD CCALCCWRnD 0.5 REQUIRON ED. LEENGGTHS UNABLE O T W E% R W EApAlgvlEp gppE TO�vON N M FACTUALNESS NEEDEDno IMPLUG Bu—, IT . - 1— U UST COMPLY WITH THE WSMT� —' s3 v.Hro/ ]mLBB DA owTAT EwnoN) UNuss OTHERWISE �— _ SCORED By ARDS C/ENE DOVALL AVENUE NE xxEnmM wss Am MAIN 9 THE DnTNRAPcrOR sxALAI BE AWARE THAT WATER MAIN WorI1XG BY LCNINCE 1 i yp" ABg°DI°gELTFYLof"^o" DEFurnory MAYBE REQUIRED TO AVOID SUCING Until Es EkmEFIX IUBLA ME CORRECTION DUAL OE P F r PES.OE aECTON`sGnO�NSAN LENGTI ASA I EDL � � MO SHE F D EXCEED SO:DETE TH MAN ,�. �C/ IONALHBEB OR LOW OR Low rolnTSlxITY �xnunDTLNEAreEADDnIOINALHIGH THE CONTRACTOR SHALL VERIFYp Di al �� WATEXISTING RECEPTOR,aU SHALL R o["[LMIOINS f�A4XATAIN SHOWN ONTHE SANEGI`,F'ORME DO NOWERE T NB LENGTHS PNESENT THE rr FAI FLECT RTHANAR o FTHE MA MANUFACTURER ATANDARcnox 1 LLOWAN 5 Ion ALLOWANCEBY THE CUT SHALLBONTROED OF CONED INSP%mTowmEVEMr HYDRANT (HYD) ASSEMBLY PER COPY OF RENTON Sro. Pux PLAN SCALE IN EIX IxnLrDomesncwATEasEnwrH AND NEW MsrEam W-41000E METE MEEABDxa D 20 m poNEWNaaErolEEAo�=:Ewn L WATER53 DUCTILE RACE! PIPE WITH uEASEMENES 13. ALL MEOIANIGLgInr NTTINGS(MAN AND CLIENTS (VAR) INVOINER BEAT w PvpSEDGMDEAT ____ DEUCE (TYPI C-ONE FIRE) g STA9llb1.30 I" TEF(W.FOM) MEWED, I ) APPWx,31 5TEETOTALERS 6ABLEHN P GRIE(nuMEu 1v6u 11 BEND IMPIR 8.45- BEND ATE AT rROPoEPART)SED Bf AT PLONG5UEVECOURIN6 LmFFIrvI wMFInl ]BM Ba M NNSEOTO CONFORM METCO CONSTRUCTION RECOROB RM.w NAMED PROFILE sMw WHEN um( VB0ERCURY CITY OF RENTON MCIp RECORD TRANSPORTATION IsoN CRECKAY. �— DRAWINGSGAP MCI Nwmwnm'm.urnOIN FILE �,I�� Ey PATH COUNTED MEWUG SERIEST SHALL HAVE RIDGE TYPE RESTRAINED MOR ROWC DAMAGED. IN AND ADVANCE! CE!TO CONCRETE THRUST BLOW RP STD PLANS BBD.3 AIM LATERNG RAL ryRPP' 6'W4U3 RXUUJRVP)OPOSED OEAi6W ALB•LAIR PECT N D PLUG OUNRUCTING BE x. I"A WATERCROSSINGNEW ABM ARE u0' ]OrBB ]04A y a $ usnNGGRADE AT WIN) 6 wuTERALCUP) PROFILE /;\ FORD PERU CUP PEA OUVALLAVENE ADVANCES WAS n. ENGLAN WATERSTON STA 923,00 TO END VERT- .a.Cv SHEET 5OF6 COPPER . 57 RE" mom rNMWW COxNDR7R) wmw,rWAINCGVINXS XGll WPT:B Ip 16'U5'BEND MAR) CENC OEM COM W36"WHOS¢&FCWWNG CONG&OIX Mwim rMIRWOXFXRTXGVNVF ue°esFxoNwneAODIR)REMwNPNNG Ilileas�azrvo(WELL)W B UWIN68'116'+5'BSnolAGnl M15%,1x° RFDNOMIPLI (1)rLONGSLEEWmumNG CpICFOLMYFX i F COHC&OIXFUGrim I6°rrTE MIGvELUXMB"W mmxGlz rzE rMUwON CONCEr�AMNOWATER AND 120 GV 1 Q NEW WIN GOTTEN NTEND[EAD-M AN 4mNBX L REWCFWLW AMRME g CORRECTION FT IL 91 N33.W LONXECMXATSiAB3M03.M LONHECTD AT T0iRB3M4.JI DETAIL WAR A ANGINAL "A DETAIL rj\ F msuLF wu ewsuLE wn xosuBE was a4 7 BEAR R UNr'TEE AND B"WAVE AND CONFUTOm mXG L5 RPIPE WmIM SLAVINGIMALLBF MI UP ON OWING WATER IRM" EXDCAPMEw50XG6 W 8 X':PLLB 61�EfNETWPVLE s g9 �" b 0 L—N' NM1BW EXISTIBW T E EXI 16 KBILUSAMD[OO[ g 4 gd d RBIDDING EMOVE TMEAAND CONNNEECTT NG IVNEW T MD16 A PIPE WGBOMM AREA IMwI g R LONXEL1gOSCALE YlBM,.]B W— 4 1 0 0 0 7 DETAIL /(\ REVMEOD TOCCONFORM WITH rosuLE V„u' CONBTMILDEW 3RECORDS BY DLS sY� OFRENTON vertu pUVALLAVE NE o. sNA6 4 a°Mee CITY g �^2 m� RECORD TRANSPOATAMN INB. D s �— RAWINGS aw�uMM aexaex,.. wATEaoE*AIu IX P SXEET60F6 Lrreo�yya�