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Home My WebLink AboutW-416803T Act 1 N d 7 it TESTING DETAIL 21D FT i O EXISTING WATER LINE EXISTING TEE, DEAD ENO USE. CAP OR PLUG DO NOT DISTURB BLOCKING NEW WATER VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2"TAP & STEVE 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) W/YTAP WE 2' BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW WATER EXIST. WATER ONE AFTER ALL TESTING, CLEANING BY SOLVERS AND DISINFECTION. REMOVE TEMP. BLOCK WE BLOW -OFF & CONNECT TO EXISTING WATER LINE WITH SLEEVE NJ) AND El SPOOLS FINAL CONNECTION BY Cltt FORCES PUBLIC WORKS CONNECTION TO WATER MAIN �.B DEPARTMENT EXISTINGNNECTIO OR END LINE WATER MAIN Mpkcx 2mo TEMPORARY ORARY 2" ARRANGED PIPE AND 2' Wre VALVE FINISHED GRACE ELEVATION /i INSTALL 2" PLUG ory TOP BLIND S FI MIK COVER (Io-OH INDIAMETER AND UNDE) AFTER PERUSAL OF POLW MWC A EE MIN, COVER (12-INCH DIAMETER AND OVER) NEW WATER MAIN VOTERS D VERTICAL CROSS FOR HE STATION: SIZE OF MREFUSAL CARS swu a VALE v MAIN x TAP BMIT FULGONI (RED _MOORPLUG DER MACAU OF GERMANS OOLY PLUGONE FUND ONE AM) ON ON CREW ON 0070M AD SS CENTERS STEADY ALL DEBRIS AND VACUUM SHAPE BE POLAND BOOM DUMP OF SMALL CLOSE SLUDGE D15INECMON OF NEW WATER ANN a® PURELY WORKS POLY PIG STATION FOR CLEANING OF BID. PLAN - ENDS �C BtlPANI'MEN I' WATER MAIN$ MARCH 2010 1 1 .2� PLACES AFTER BOX EQUAL TO MD-ATAMS PLASTIC, N, US SERIES AGREE 1324-18 AM 1 75' RICK SUPPLY AR nI CUP TABLES ME - PLATE-RCOVER RE nwL.rD AND 2' DRI HIS HOLE' Y NANI R rWdREAD PIT (SEA RETAIL A -A) nIrWAM ,I of AS PROPERTY UNE MEN 12- GOING gl BAYOUAX t SAY R. :.'.. �i0 HERav >r[R 11 - FUND EBBE Art CLEARLY -1/1' LURE Ory PPU TLR1xC NEW DUCTILE IRON IF NEWARK LINE OF HOUSE AL OR r TO OF INSTALL FORD C14 33 A COMPRESSION COUPuxe �ACG UP ER LORD DO" 70 COLORADO UP WATER MAIN OR RECALL LACK IN COPPER SEEMED LINE TO METER CORPORATION STAY BATH BALL CAUSE FORD COPPEAFTUT FILE F ATER FORD SAHLI 44-44G OR TAPERED BUREAU AC) Cu¢u JOINT MEDONALD BRASS 21-41FINGENCEN_ _ BOTH PULL AND OUTLET ARM QUICK JOINT PADLOCK PLUS ON IF PHALL -O) OR AN MwoxuC nme INLET AMOUR FAIL VALVE AND SINGLE CHECK VALUE AN Rur¢TALL FUELS SHALL BE SUN NICK VINT NOTEALL METER BOXES INSTALLED ADDS CONCRETE OR PAPER DR CAPPED CHAT BE SAMFORD EQUAL TO OLYMPIC FORWARD EXPANSION JOINTS MUSH BE INSTALLED BE FEEL RUSS OF AUTO BOX A —DRILL 2' 0e HOE FOR AMR (AUTOMATIC DETER READ) TOUCHREAR DEVICE =2- US FROM NEAREST FLMU AND/FRONT ERGS OF PIT uR GR NOTE: ME CENTER OF ME HOLE MUST RE AT LEAST R FROM UNDERNEATH RIOS UNLESS THE RID SPARGING ALLOWS BLE NUT TO CANCER FORMAL ME GLEN ADS AT MORE THAN DOE RIO H� PUBLIC WORKS 1WATER SERVICE STD. PLAN - 920.1 DEPARTMENT NOVEMBER 2000 TZ 11-1/4 BEND -1 45- BEND A lEE �90 BFNBEED WILL YOURACT CALL COMPACT SAND A CAREFUL D BEND HOUR BLACK DEALING AREA IN SQUARE FEET ANCE BANCO FOR HORIZONTAL AND DOWNWARD CAUSE ANNE AREAS CALCULATED AN SC ING HEAT PREPARED 3 -0 MIN CORR FOR SIMILAR UME THAN 12 WIN HEART AD USUAL BECK TO 0 0 PIPE I 1 0 FC SUPS, BLOOD ARCANE AN REFURS A AS of IN swAa FUEL NOS I LOCATION AND 51ZE OF CLOSING MR TYPE HAVEN MAN 12 DIAMETER AND FEW BUT CLUBS ELEGANT MAN SAIN CHAT BE DETERMINED By ME CANCER 2 AT BLOCKING SHOT BE POSNER IN PLADE AGAINST UNDISTURBED MAIG GROUND 3 ALL POLLED TRUST BLACKS STM L BE SCATTER ACTUFF MIN 1 DAY PREPARE HARRY SMALL OCCUR BECAME AM A HAS ( REACHED mDO NOMINAL NSWNE TERMA c µLLL R AETE BNS A S ASK NG AGAINST CUBAN SHALL BEAR AGAINST ME GREATEST LUNG BUREAU AREA POS90LE BUT SMALL NO FEWER OR UNCLEAR NET ENDS JOINT SUITS MY STANDS REASONABLE ACCESS -0 @OEM AND RANGE PLACE AD MOSLEM a��® PCHuc WORKS CONCRETE BLOCKING FOR BID. PLAN - 930.2 +!R+ HLIC 'WMENK HORIZONTAL AND DOWNWARD VERTICAL BEND$ MARCH SO MINIMU M (FORMER FROM MR OF C BLAMED STRAINER 2 ORGANIZED IRON PRE HELD MONTE CUT OPENING AS REQUIRED, AFTER INQUALLAILON, ABOUT 17 .30 FARM PETER BOX EQUAL TU MID STATES MERGED PPE. e MAXl PLASTIC OCR SERIES 1730-18 BUT 2 MICK IRON DIAMOND PLATE. A mt ADGE NO cCLF I- CLOW NIP AIME. SCREW COUNT I MY ME TO REDI TRA CORP FIG 260 INSTALL COUPLING COPPER ED VALE IBM C PIPE -FORD 2e-44 OR EQUAL2 - 2' Or PERACK S 2' RESILIENT SEAT CAPE VACUUM EARN JOINT NTH THREADY ENDS �E IT AIPUNIPPLE-e LONG "l @' vi NCYPRUS FORD THE E 2 IRON PIPE THREAD CORPORATION STOP AM Ixr DS. m00 PACK I GALVANIZED IRON PIPE TO FIT 1 DO ELBOW DOUBT STRAIT SEROCE CLAMP ARM 2 IRS TAP �O FIT EQUAL TO GELLER NO I COMBINATION AIR RELEASE & VACUUM CAERE 1-1/2 AND RETAINED ON WASHED/4 MESH Fro DRAIN NOTE AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED. IN ADDITIONAL DEPTH OF TINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. LOCATE ARE -VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLAN➢ES STRIPS, BEHIND CURB OR SIDEWALK. H a®H PUBUC WORKS VAR 8 VACUUM RELEASE BID. PLAN - SAMOA DEPARTMENT +�C DEPARTMENT ASSEMBLY MARCH 20I0 NW Rlzax e'wilMO NI6 DRAWN FFC 1 CITY COMMENTS 9 02 20 LRJ 1/3/2 LRJ Ear _ DATUM /RJ N0. REVISION BY DATE ARED IF NO WE M IT s""''AG°RD'"GLY WATER RNF(GENERAL HGIFS 64nANPhn Hc3W L. AGE WORXAMID MAIERMI55XALLBEIXACCORDAME W11XnIE GTF5i ED111dI Cf1XEC11YpF PFMOX NBIK WdIR srpxopppSrcaflunoxsAMID srELULPROVISIONS AMID wsooT/APWAsrAxopposvfrnunol¢uiEsrfolrgxAs AMEXMD BYIXEBOBBY OF PEMOX. A SEE OF CRY AUTHORS PGM SHALL BE KEPT AT1XElM511E WXEXEVERCOHSTRUCIgX M IH PgOGRFSi, pPpFCd61RU[IgNLONfEPEXLESNALLOF MEN PRIOR RESUME QUARTER COMTRIILIICX.MECONIRKTOR AXDMDEVXpERSMALLBE REVOMIME FORSECURINGALL XECFSLAY P4PMXSPRgRTO Cp61RVLIgH. ]. ALLIXISIIHG UI1111165MALLREMMH IHSERYKE DURIMGCW151RUCIgX UXLfSSDIXERNRHDIFD. IXE6MIMCIASMALL GLL ]AtlJ]65P55 M V W fY IIII V IY IMAnONS BEFORE BEGINNING IXGVATKKI. 3. AU. MATFRMISUSED fORnIFLONSn1U[IqN OF Wp1EPSY5RMIMPROVEMENRSXNIYNEW AND UNppIMGEp,AMID 'UTA1W CLOSE fORAll. MAIEPML55XALLBEAPPRDVED IN WPOIXG BYTHE off OFRXIIOXPRIOR IOMIXGIXGANY MAIEMRISMfiIIE <. ALL WATER MAIN PIPE MAIERMLSSMALL. BECEMENT UHED DUCn1E IRDX III FLY IXU]IESSCLASS SIPER ANWACISIAMID C 10i. PIPEl01NI55XpLLBE PVSN-0N OP MEpAHIGLl01 M, dSrIPOH OP DULTIIEIPCN ITE XIII1Xi55XALLBEMA55150,15 PERAX51/AWNACILI/A2l.]Dffi. ALL DULTIE IMIX PIPE WHO f1iiIXGSSXPll BE WPAPPEDMdBMILBMG' NBFnTE, POLYFTMIfHF PLVCIIC PER AGAINST CURB 5iAHDAPDS. 0. PRO 18INCH i5 id PIPE gAMERR OfRll-INCH AHOIAPOER QUADRANT COYEPFOR ALL WAIEPMNIb SXALLBENINCNM. AMDEVMl10M MUST BE APPROVED BVTXECRT Of REMOX CREW MCOXSIRU[IgX. WHERE MIIIYCOXf11CISOCLIIR, UP EMERGE OFIXE WATER MPIH SHALL BEPNLOTUS AS HEQSNRYi0OCCUR CpFlKI5AMID TOMERGER MINIMUM CVYER NINE DEf1ElTOXSXPll NOT EXCEED OXENAIi Of PIPE MAIN UFARURER'SSPf61GndIFCRSDECF PIPE l5N. pLL1REXO1 MIXFILLSXALL BECGMPACROT095 PERCENT MAXI MUM DPYOEMIIY0.5 DFIEPMMm BYTNEIMOMEDPPIX:lOPREST M ETXODIMDDT IN RWDWAYS. PMDWAYSXOUIDERS, ROADWAY WHOM AND DRP/EWAYS,AMID BS FERCEMMDD IN EUROBOND ARRAS. All. PIPE MINE COMPA[IKKISXALLBE95MSEE 6. CDXCRER BLCCRIXG MR WATER MARKS MALL OE DESgXEQ IHSTAMED AND PoUPWIX PLACE IHPIIORDAII'S WIIX CIIYOf PfNTON STANDARD DUMB AMID SPEOfXATbX5AMID 5NALLOE INSTALLED ATALLNRI1GLOlDIgPQOMALBENp{FPnXGS AXO RISE OF HYRMXR. MEGALWS (OPSIMILAP PPdNICN AWAY BE REQUIRED MNLMFd.VIIGLIdHRIX.WY11pXR1 CONCPER BLCIXIXG. ). ALL NEW WATER MAIN PIP6AND f11iIHCSSXAll HAW A FDAM PIPE PIG RUN 1X W W XTIEMPRgRttI MIND FLUSHED, CL9IXFECRp, pNp TE51Ep. CLfpNING, rRF55UMANp PUNIYTFs11NG 5MALL0ECOXEIXTIEPRBfN2dAIlY UHCf01XF 5VPERV6gXOFACItt Of REMd1 UHMY IHYECIOR. iXECpI1MROR5XMISIIPPLY, IMIALLAHDPASOVEPMICS, CONPoMlMNI5Tb5, YOWdfi0.S5EMM14ANUTXRLL9LH6IMIM/BLOCKING EORhtIIXGBLIND FLMYACIIPINNi. M COHXECIgXSXALLMMADE BEIWEEXTIE XEW MAINOR BEIWEEXTIE XEW WEi-iPP VALYEIOPH EIDSTXG MVH UMIL WE XFW PIPING X0.t0RH fOAMWMGN DILHFECrtD FLVSMN AXD PASYYBOIX PRESJREAXD RIRIIYTESIIXG. B. XEW WATER MMXSINCWpXG SERVICE GTEPALSSXIll MlES1EDATASTAK FA65UMCf 150 PSI ABOVE WORpXG PRESiUPE W1MA MINIMUM OF 2}5 GSIDEBT PRESSURE fOP ]311MINUIEi WIIX AMAVMUM Of 5P51 PRESSURE MR DURING iX E ENSURE TEST PIERCE. UPoX SMISFACIORY C0MPIEl1DX OF iX E PRESSURE IESl,1XE IME SHALL Be DNXFECRD, HUMED, WHO THEN WAILER L1MPM$SMALLBETANEH MP PURELY TESTING BYTIFRI&C WCNYSIXSRCI00. 9. nIECOMMRORSNALLNOUN MECITY OFMMON WATER V11V1YAHD MMMEHANCE OEPAPnAEHRATMORE 10 WLPYJNG MAIN AND f TINGS AT ME[ONHECIIOX PoIM BEFORE ORMRIXG 1N E NECESSARY ADAPIC0.5 AND FMIXGS REQUIRED FdIhR iXE fIXALCOHHECIIOX. iXECd11MRM5MALLIXUVAT[REMOVE ALLSURFACE MARRMIS,AXD PRDYIDESXWXGPHD ALL MATFRMIS PEQNRED FMMECT'OF MMOXM RRWPMTNECONNECIIOXTOIHE WSTHG WATW S121W. ME Cd11MROR5MALLPPOWDEAMID IXSTALLBACg11L(DESCRIBE BLIXgXG, PRO COMP1ElESURFACE RESRIMTIXI. ® PUBLIC WORKS M. PLAN - 900.0 DEPARTMENT WATER Rµ GENEAK NOIEB +7C MARCH 2OL0 FFD R S D.R. STRONG CONSULTING ENGINEERS ENoiNEERs FUNIVERs suRVEroRs 820. 1MAVENU£ K/RMAND, WA 99a49 0413.d2).a0a9 F4ffi.92)1413 IL� Ca12 Working Days Before You DIp 811 uuua. uLdergroulXi Locatla% cams (D,Mr,ND,ORWA) W-416803 I N [KE]LLI» /_1� [y :149f11. Kell wiIIIIIII��CG] � M /_1 �UI DEVELOPMENT ENGINEERING % jchavez 01/25/2021 WATER UTILITY � agafour 01/25/2021 CITY OF PAGE R F N TO N WATER MAIN EXTENSION DETAILS g/Public Works Dept. 220 L/RENTON, Wq 057WEST I C.3 C BLAMED STRAINER 2 ORGANIZED IRON PRE HELD MONTE CUT OPENING AS REQUIRED, AFTER INQUALLAILON, ABOUT 17 .30 FARM PETER BOX EQUAL TU MID STATES MERGED PPE. e MAXl PLASTIC OCR SERIES 1730-18 BUT 2 MICK IRON DIAMOND PLATE. A mt ADGE NO cCLF I- CLOW NIP AIME. SCREW COUNT I MY ME TO REDI TRA CORP FIG 260 INSTALL COUPLING COPPER ED VALE IBM C PIPE -FORD 2e-44 OR EQUAL2 - 2' Or PERACK S 2' RESILIENT SEAT CAPE VACUUM EARN JOINT NTH THREADY ENDS �E IT AIPUNIPPLE-e LONG "l @' vi NCYPRUS FORD THE E 2 IRON PIPE THREAD CORPORATION STOP AM Ixr DS. m00 PACK I GALVANIZED IRON PIPE TO FIT 1 DO ELBOW DOUBT STRAIT SEROCE CLAMP ARM 2 IRS TAP �O FIT EQUAL TO GELLER NO I COMBINATION AIR RELEASE & VACUUM CAERE 1-1/2 AND RETAINED ON WASHED/4 MESH Fro DRAIN NOTE AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED. IN ADDITIONAL DEPTH OF TINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. LOCATE ARE -VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLAN➢ES STRIPS, BEHIND CURB OR SIDEWALK. H a®H PUBUC WORKS VAR 8 VACUUM RELEASE BID. PLAN - SAMOA DEPARTMENT +�C DEPARTMENT ASSEMBLY MARCH 20I0 NW Rlzax e'wilMO NI6 DRAWN FFC 1 CITY COMMENTS 9 02 20 LRJ 1/3/2 LRJ Ear _ DATUM /RJ N0. REVISION BY DATE ARED IF NO WE M IT s""''AG°RD'"GLY WATER RNF(GENERAL HGIFS 64nANPhn Hc3W L. AGE WORXAMID MAIERMI55XALLBEIXACCORDAME W11XnIE GTF5i ED111dI Cf1XEC11YpF PFMOX NBIK WdIR srpxopppSrcaflunoxsAMID srELULPROVISIONS AMID wsooT/APWAsrAxopposvfrnunol¢uiEsrfolrgxAs AMEXMD BYIXEBOBBY OF PEMOX. A SEE OF CRY AUTHORS PGM SHALL BE KEPT AT1XElM511E WXEXEVERCOHSTRUCIgX M IH PgOGRFSi, pPpFCd61RU[IgNLONfEPEXLESNALLOF MEN PRIOR RESUME QUARTER COMTRIILIICX.MECONIRKTOR AXDMDEVXpERSMALLBE REVOMIME FORSECURINGALL XECFSLAY P4PMXSPRgRTO Cp61RVLIgH. ]. ALLIXISIIHG UI1111165MALLREMMH IHSERYKE DURIMGCW151RUCIgX UXLfSSDIXERNRHDIFD. IXE6MIMCIASMALL GLL ]AtlJ]65P55 M V W fY IIII V IY IMAnONS BEFORE BEGINNING IXGVATKKI. 3. AU. MATFRMISUSED fORnIFLONSn1U[IqN OF Wp1EPSY5RMIMPROVEMENRSXNIYNEW AND UNppIMGEp,AMID 'UTA1W CLOSE fORAll. MAIEPML55XALLBEAPPRDVED IN WPOIXG BYTHE off OFRXIIOXPRIOR IOMIXGIXGANY MAIEMRISMfiIIE <. ALL WATER MAIN PIPE MAIERMLSSMALL. BECEMENT UHED DUCn1E IRDX III FLY IXU]IESSCLASS SIPER ANWACISIAMID C 10i. PIPEl01NI55XpLLBE PVSN-0N OP MEpAHIGLl01 M, dSrIPOH OP DULTIIEIPCN ITE XIII1Xi55XALLBEMA55150,15 PERAX51/AWNACILI/A2l.]Dffi. ALL DULTIE IMIX PIPE WHO f1iiIXGSSXPll BE WPAPPEDMdBMILBMG' NBFnTE, POLYFTMIfHF PLVCIIC PER AGAINST CURB 5iAHDAPDS. 0. PRO 18INCH i5 id PIPE gAMERR OfRll-INCH AHOIAPOER QUADRANT COYEPFOR ALL WAIEPMNIb SXALLBENINCNM. AMDEVMl10M MUST BE APPROVED BVTXECRT Of REMOX CREW MCOXSIRU[IgX. WHERE MIIIYCOXf11CISOCLIIR, UP EMERGE OFIXE WATER MPIH SHALL BEPNLOTUS AS HEQSNRYi0OCCUR CpFlKI5AMID TOMERGER MINIMUM CVYER NINE DEf1ElTOXSXPll NOT EXCEED OXENAIi Of PIPE MAIN UFARURER'SSPf61GndIFCRSDECF PIPE l5N. pLL1REXO1 MIXFILLSXALL BECGMPACROT095 PERCENT MAXI MUM DPYOEMIIY0.5 DFIEPMMm BYTNEIMOMEDPPIX:lOPREST M ETXODIMDDT IN RWDWAYS. PMDWAYSXOUIDERS, ROADWAY WHOM AND DRP/EWAYS,AMID BS FERCEMMDD IN EUROBOND ARRAS. All. PIPE MINE COMPA[IKKISXALLBE95MSEE 6. CDXCRER BLCCRIXG MR WATER MARKS MALL OE DESgXEQ IHSTAMED AND PoUPWIX PLACE IHPIIORDAII'S WIIX CIIYOf PfNTON STANDARD DUMB AMID SPEOfXATbX5AMID 5NALLOE INSTALLED ATALLNRI1GLOlDIgPQOMALBENp{FPnXGS AXO RISE OF HYRMXR. MEGALWS (OPSIMILAP PPdNICN AWAY BE REQUIRED MNLMFd.VIIGLIdHRIX.WY11pXR1 CONCPER BLCIXIXG. ). ALL NEW WATER MAIN PIP6AND f11iIHCSSXAll HAW A FDAM PIPE PIG RUN 1X W W XTIEMPRgRttI MIND FLUSHED, CL9IXFECRp, pNp TE51Ep. CLfpNING, rRF55UMANp PUNIYTFs11NG 5MALL0ECOXEIXTIEPRBfN2dAIlY UHCf01XF 5VPERV6gXOFACItt Of REMd1 UHMY IHYECIOR. iXECpI1MROR5XMISIIPPLY, IMIALLAHDPASOVEPMICS, CONPoMlMNI5Tb5, YOWdfi0.S5EMM14ANUTXRLL9LH6IMIM/BLOCKING EORhtIIXGBLIND FLMYACIIPINNi. M COHXECIgXSXALLMMADE BEIWEEXTIE XEW MAINOR BEIWEEXTIE XEW WEi-iPP VALYEIOPH EIDSTXG MVH UMIL WE XFW PIPING X0.t0RH fOAMWMGN DILHFECrtD FLVSMN AXD PASYYBOIX PRESJREAXD RIRIIYTESIIXG. B. XEW WATER MMXSINCWpXG SERVICE GTEPALSSXIll MlES1EDATASTAK FA65UMCf 150 PSI ABOVE WORpXG PRESiUPE W1MA MINIMUM OF 2}5 GSIDEBT PRESSURE fOP ]311MINUIEi WIIX AMAVMUM Of 5P51 PRESSURE MR DURING iX E ENSURE TEST PIERCE. UPoX SMISFACIORY C0MPIEl1DX OF iX E PRESSURE IESl,1XE IME SHALL Be DNXFECRD, HUMED, WHO THEN WAILER L1MPM$SMALLBETANEH MP PURELY TESTING BYTIFRI&C WCNYSIXSRCI00. 9. nIECOMMRORSNALLNOUN MECITY OFMMON WATER V11V1YAHD MMMEHANCE OEPAPnAEHRATMORE 10 WLPYJNG MAIN AND f TINGS AT ME[ONHECIIOX PoIM BEFORE ORMRIXG 1N E NECESSARY ADAPIC0.5 AND FMIXGS REQUIRED FdIhR iXE fIXALCOHHECIIOX. iXECd11MRM5MALLIXUVAT[REMOVE ALLSURFACE MARRMIS,AXD PRDYIDESXWXGPHD ALL MATFRMIS PEQNRED FMMECT'OF MMOXM RRWPMTNECONNECIIOXTOIHE WSTHG WATW S121W. ME Cd11MROR5MALLPPOWDEAMID IXSTALLBACg11L(DESCRIBE BLIXgXG, PRO COMP1ElESURFACE RESRIMTIXI. ® PUBLIC WORKS M. PLAN - 900.0 DEPARTMENT WATER Rµ GENEAK NOIEB +7C MARCH 2OL0 FFD R S D.R. STRONG CONSULTING ENGINEERS ENoiNEERs FUNIVERs suRVEroRs 820. 1MAVENU£ K/RMAND, WA 99a49 0413.d2).a0a9 F4ffi.92)1413 IL� Ca12 Working Days Before You DIp 811 uuua. uLdergroulXi Locatla% cams (D,Mr,ND,ORWA) W-416803 I N [KE]LLI» /_1� [y :149f11. Kell wiIIIIIII��CG] � M /_1 �UI DEVELOPMENT ENGINEERING % jchavez 01/25/2021 WATER UTILITY � agafour 01/25/2021 CITY OF PAGE R F N TO N WATER MAIN EXTENSION DETAILS g/Public Works Dept. 220 L/RENTON, Wq 057WEST I C.3