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HomeMy WebLinkAboutzR-4168SetT A� 1 N d 1♦ it N0. REVISION BASIS OF BEARINGS HELD A BEARING OF SOUTH 72104'34" EAST BETWEEN MONUMENTS FOUND IN SW LANGSTON ROAD. HELD A SECTION BREAK FROM AFg200606139000OZ REFERENCES PLAT OF CROSBY HEIGHT$ VOL. 20, PG 34, BOOK OF PLATS RECORDS OF KING COUNTY. WA. RECORD OF SURVEY RECORDED IN VOLUME 54, PAGE 249, UNDER KING COUNTY REC. NO 8704099019, RECORD OF SURVEY RECORDED IN VOLUME 206, PAGE 164, UNDER KING COUNTY REC. NO 20060613900007 RECORD OF SURVEY RECORDED IN VOLUME 269, PAGE 245, UNDER KING COUNTY RED NO. 20100302900018 RECORD OF SURVEY RECORDED IN VOLUME 293, PAGE 280, UNDER KING COUNTY REC NO.. 20121227900002 GOTR TRANSMISSION LINE EASEMENT RECORDED IN VOLUME 2201 OF DEEDS, PACE 536, RECORDS OF KING COUNTY, WA. INSMUMENTA➢ON FOR THIS SURVEY WAS A SOKKIA SX ROBOTIC TOTAL SEATON AND A TOPCON HIPER-V OPR PROCEDURES USED WERE FIELD TRAVERSE AND REAL-TIME KINEMATIC GPS SCLURINS, MEETING OR EXCEEDING STANDARDS SET BY WAD 332-130-090 IRIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TIME REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD, OR OTHERWSE IF ANY. NO GUARANTEE OF OWNERSHIP IS EXPRESSED OR IMPLIED BY IRIS DRAWING THIS DRAWING PORTRAYS DEEDED LOCATION OF THE PROPERTY LINES THIS BOUNDARY SURVEY WAS PERFORMED BY ME OR MY CONSTITUENTS DURING THE OR TES SHOWN HEREON AND IS ONLY REPRESENTA BVE OF OUR FINDINGS DURING THAT TIME FRAME IT IS EXPRESSLY FOR THE USE OF OUR CLIENT, WAYNE SEMINOFF. IF FUTURE BOUNDARY DISPUTES ARISE A RE -SURVEY IS REOUIRED BUILDABLE AREA AND 20" SETBACKS HAVE NOT YET BEEN CONFIRMED LEGAL DESCRIPTION LOT 1, BLOCK 1, CROSBY HEIGHTS, AN ADDITION TO THE CITY OF RENTON, ACCORDING TO THE PLAT THEREOF AS RECORDED W VOLUME 20 OF PLATS PAGE 34, IN KING COUNTY, WASHINGTON. VERTICAL DATUM — NAVD 88 PROJECT BENCHMARK: HELD AN ELEVATION OF 38735 FEET AT THE NORTHWEST CORNER OF SECTION MONUMENT, PER CITY OF RENTON GIS DATA. SITE BENCHMARK (IBM): TOP OF A REBAR @ LS CAP SET AT THE SOUTHWEST CORNER OF THE PROPERTY SHOWN HEREON. vas�ar»naav�enrE�ra»i N� a a. M IOU, 77 1 3 2 LRJ Ear DATUM /RJal BY DATE IAPPR a"`'ICON°'W WE ""' £ Q 4 a Airport Way 2M 5t S 131n05[ 5132n1 St NW 2r0 �t IlKl BTllvwn St $� 1V v�N n. •• aQ. Vi SW VN'Inria 5( m a'I 0t a' Renton Llai 7134t�M N u 3 Vary y 5 Ind St ". ?�2na '^f nmggI RO _ _ St -11 i BIVU 3 SW ra K y 2 J JId St ` a'y �.. YgtO 53nf J3 v SF6[h%t oa i' Pn n �Xl - F c o n43V5YI 5 At \now B Rh St £ a' ply yi f a S dh 3a ypTA _ E NA E �a SW Tth St S Ith St - 6 W , F P C Ave 5 .n 2 9ta&I WxV 8 tt P s` Yotn st CaN Rtr v. SRenlDn Village I'i av tnm. � wa NI Tno St %j 51acM1 s` 0 y r y - — S1ReA N VICINITY MAP: i 1,000' PROJECT CONTACTS: OWNER.-................................... HAMISH ANDERSON CUSTOM HOMES PO BOX 340 ....... ...... ...... ...... ...... ...... ..... KIRKLAND, WASHINGTON 98033 (425) 576-192J CIVIL ENGINEER._ ... ........ ...... ... O.R. STRONG CONSULTING ENGINEERS, INC. 620 ZTH AVENUE KIRKLAND, WASHINGTON 98033 (425) 827-3063 ....... ...... ...... ............. ...... ..... CONTACT. LUAY R. JOUDEH, P.E. ................................................. LUAY.JOUDEHHORSTRONGLOM SURVEYOR ................................. ALL LAND SURVEYING ................................................. 1317 MAPLE AVENUE ................................................. SNOHOMISH, WA 98290 ................................................. (360) 568-4031 ...... ......................... JOE WLLIS as, ............................................... INFOVALLLANDSURVEYINGCOM PROJECT INFORMATION: ADDRESS 220 LIND AVE SW, RENTON WA 98057 PARCEL NUMBER 184720-0005 EXISTING ZONING .......................... R-8 EX SITE AREA .... _.... _.... _.... _.. 4,544 SE(0104 AC) SHEET INDEX C1 1 OF 3 COVER SHEET 02 2 OF 3 WATER MAIN EXTENSION PLAN AND PROFILE CJ 3 OF J WATER MAIN EXTENSION DETAILS m O.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS SURVEYORS 820.1MAWWAF K/RMANO, WA 9&A43 042 ..82Z30T3 F4ffiA2T 3 14� Ce12 Wol Days You Dip 811 UUMee Uldlergrouna Loca#m ceder (DMr,ND,oRWA) W-416801 R—XXXXX IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O jchavez 01/25/2021 WATER UTILITY agafour 01/25/2021 CITY OF fYfYfD RENTON COVER SHEET g/Public Works Dept, 220 LIRENTON,Wq OUTHWEST Cl 1T B' a WATER L DEPWPAIOR EIiGN.E [ATO 2+00 WERE IS A YI T l -- IFFIFIFF �IX a- w > EX. 6' BEHR d. 4 N M REPLACEA � - EXISRNC IMPROVEMENTS INCLUDING SIDEWALK & LANDSCAPE ROCKWALL MAIN MAL CGVNECTAW SNAILW MADE BY ap cREWs - - - & GtETE a to WATER `VIER SW � �uVQ AVEIV�/E SYV I% 74 LF B'a L �2 ni —�— — — L 1 � 1 \\ N©k7o SITE `1 3 47'V' 355 922 1 I 1 COVNECT ARM 2' TAP CW 'TOP G- CRO LOCATEAT HIGH GN CONCRETE BLOCKING RELEASE AS.VY IB2 PER sro aa2 RT LOCArE AT POINT LOC47F, T HIGH CONCRETE BLOCOCKMC m 101E PER sro PLAN J20. i rw CONCRETE BLOCKNG PER sro PLAN "..2 •J X FL) IV 2+8 = I6.H ITT IV H M� 142 ZZ �d � 1a IV RELEASE BLY VALVE ASSE fm .m m 0d i IJ4 04 B; 45 BERG (MJ) WTN MEGALUG 7 CGtCRETE BLOCOViG & EXTEND 6' G WATER MAIN — la? fm \d 6' 45' BEND (MJ) W M MEGALUG t"P T CONCRETE BLOCKING R J x ") LIND A VENU4 SW ry( W F, O V ^] I'1 M I'S ! b IS ry i i ♦ i IfW lTW (TL(/ w�. MV3 1 IF==cITY COMMENTS 1 14 21 I LRJ 1/14/21 gLR°P1""- PFC1 1 CITY COMMENTS 10/22/20 1 LRJ 11 /3/24 LRJ N0. I REVISION I BY DATE I APPR 1I^R� .I. RiMN M/TAI A6 MDR � DATUMIF � W WE WH CITY OF RENTON g/Public Works Dept. LEGEND. F' PROPOSED WATER APPURTENANCE la WATER METER CONCRETE BLOCKING AIR & VAC RELEASE ASSEMBLY PROPOSED WATER MAIN _ M _ PROPOSED WATER SERVICE EX EDGE OF PAVEMENT _. EX SANITARY SEWER MANHOLE CONCRETE O O ASPHALT WATER UTILITY COMMENTS 1, WATER IMPROVEMENTS SHALL BE INSTALLED PER CONSTRUCTION PLANS APPROVED UNDER A SEPARAIE CIVIL PERMIT. Al I =C. 1. ROCKERIES OR OTHER PERMANENT STRUCTURES ARE NOT ALLOWED ON DISTRICT EASEMENTS OR OVER DISTRICT FACILITIES IF BUILT BY THIS PROJECT OR BY HOME BUILDERS AFTER THE PROJECT HAS BEEN SOLD (UNLESS PREVIOUSLY APPROVED BY ME DISTRICT). ROCKERIES PLACED OVER DISTRICT MAINS BY DEVELOPER OR HOME BUILDER DURING TI1£ MAINTENANCE PERIOD MAY BE REMOVED BY THE DISTRICT AND COSTS INCURRED CHARGED TO THE DEVELOPERS BOND 2. STREET RESTORATION MUST COMPLY MIH CITY OF RENTONE TRENCH RESTORATION AND STREET OVERLAY REQUIREMENTS. FFD R S D.R. STRONG CONSULTING ENGINEERS ENGINEERS PLANNERS sURVBYORs 820. IMAVENU£ KbB ,, WA s3A43 042S.B27.3033 F4ffi.6271 3 © 4N /ONAL NORTH GRAPHIC SCALE 0 5 10 15 1 INCH =10FT.NIL� HORIZONTAL Cd2W orkhp Days Moro You Dip 0 1 2 s 811 Ulitle4 U dwWoMW Locatim CWw 1 INCH = 2 Fr. (DMT.ND.ORWA) VERTICAL W-416802 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O jchavez 01 /25/2021 WATER UTILITY agafour 01/25/2021 WATER MAIN EXTENISION PLANAND PROFILE INGE 220 LIND AVENUE SOUTHWEST C2 RENTON, WA 98057 .��. , T 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 COVER1 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 PLATEME MINGLI NEADEL,rD ANMID-STATED 'DRl,LLo HOLE' Y NANI R rWdREAD PIT (SEA RETAIL A -A) nIrWAM ,I of AS PROPERTY UNE MEN 12- LQUG�PRIDEWALKAX gl BAYOUt 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 UNppIMGEpHAMID '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 UNppIMGEpHAMID '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