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NAVD88 C.O.K. ID#43095 STEEL
NAIL IN CASE EL = 182.071
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33RD PL & PARK AVE N.
PERMIT NO. C24002620
*NO CHANGES ON THIS PAGE**
Call 2 Working Days Before You dig
11
Utilities Underground Locatiarl Canter
(Ip,MT,ND,OR WA)
SW 1/4 SECTION 32, TOWNSHIP 24 N. RANGE 5 E, W.M.
KEA fN YD" L 0 TS
CUT
T NtIN RADIUS
UNOBSTRUCTED WORKING AREA
AROUISD OUTSIDE OF FLRE H YDRANT
13NE MAN R4EK
I A
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UNIUM RUCFEP WORA,JNG AKFA
AAEDI,IN d O FNIUt QF FIRE HYTAr[ANT
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NOTE,
4'x4'X6. WNCRETE SHEAR &LOGIC AROUND PIKE HYDRANT WTT}F l!"AI+SIbN .H]iNT At HACK OF 516EWAL9, FINE4H tG MATCH SinLwALK, ALL
CONCRETE SHALL BE MINIMUM 3.GW PSI AND SHALL BE MECHANICALLY MlXEO -109 SITE MIXING,• HANDS -MIXED CONCRETE. ANDMOERLE
CONCRETE MIXERS AM NOT ALLOWED.
SM PLAN - 316,2
PUBLIC WOWS FIRE HYDRANT ASSEMBLY
WpAkLIMENT SHEAR BLOC.[
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BLLFE REFLELTIVE PAW MEW MARKER,
5T}M5ONITE MQDEL t6s V9I QLJAL,
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MARKED
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SHALL BE INSTALLED ON THAT MAJOR 5TREE7
MARKER
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FJYE LAN# ROAD OFTSET MARKER
ETD. PLAN - 3T3}.3
PLIALIt WORKS FIRE HYDRANT ASSEMBLY A=P-4,ED
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BEDDING MATERIAL FOR 4-0-
SANITARY SETTER PIPE
of
(SEF NOTE 5) PIPE
irOUNDATION LEVE(
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BEDDING FOR SANITARY SEWER PIPE
wal.
T PROVIDF UWFORM SUPPORT UNDER BARREL
2. HAND TAMP UNDER HAUNUHES
3. COMPACT $EDGING MATERIAy TO 95% NAX. DENSIT7 aCE:PT DNFECTLY
OVER PIPE HAND TAMP ONLY-
4- PIPE -NSTALLA11QN SHALL DE PER iwc nON 7-0B or THE
5TAUDARU SPEUPCA11ONS
5 PIPE. ?ONE MATERIAL SHALL 9E PER SECTION 9-03.12(3)
OF THE STANDARD SPECIlCAT)CINS
5_ PIPE MUST BE ANCHORED IN SUCH A WANNER AS TO ENSURE FLOW
LINE IS MAJNNUNED
7 TRENCH 4ADTYi SHALL TIE. PER SECTION .T-CRA OF THE
STANDARD S. EDFICATIONS-
STD, PLAN - #RS
, r. OR PUBLIC WORK�, PIPE REDUJNCT
IL _-M J1 DEPARTMENT FDR SANITARY SEWERS Marfin PE15tucl3Ji J6), 2
I W
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I`I LN UNIMPROVED ROIW,
w I N5TALL METER $DX Lail CITY PRIVATE
AT PROPERTY LINE WITH p
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TO PROVLDE SLACK IN 5ERVILE LINE TO METER
MATERIALS
TBALL EMPORAT10N STGF WITH BALLVALVE, RWWA TAPEMOTHREAG [CQ INLET, allKX JOINT OUTLET,
A CORNIRATiDN STIDP
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D WATER ME'<ER
AMI YVAT�FtMETER VPFTH RADIO AND BATTERY LTNrt, To &E PILOVIDED uY THE CITY
E
METER BOX, ARMCJRCJAST AM19A5PEXIA. WITH METER WX LI b,ARM99R ORtA5T AfyMlVC1-H7, 70 REAti
METER 907
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COU PLEB JPAGLJOTFIT % PACK 1DINTt, fORDru-4&Q-11L. WITIR 1" GALVANIZED PLUG IF54RWCE UWE TO
PROPERTY IS TO BE INSTALLED IN THE FUTURE
G GRAVEL
11. WASHL,1)GRAVEL
Punuc WORKS
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A ATRIFICO CLAY YAW - EUT 4 A %Cr OYC -F[E ,uSINU KlN5 :-1aoC taIAIBLE `-flIIPL14T.,9;FERWw{A 4o *WFFF 00 Ed.IAL}
1 C6*MM WAH- - CAI PL A 44A' °wG tiIW 1A9x6rLEs(JLE C,13LOLJNUS T-{°UCD OR AP°RayrD fmijo
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STROHr>-$ALY FLEMBLr UA PLIHLV EL !M[- {A QR APPROVED EL1UARi
F HDK - CtNL-TA iI L_lI wrH A ROu%r T.LFlLf 'INSE4TA-TEf' 4AY AE LIXD ON SEi1EN MAI" 17 PANg TSR OR LAREF.II
G WWWOLE DO"CION AIL VI)bWCIIRWS TO 4ANWOLES SWALL 11E AT WAhUTAL1URED ILAICJCL[• Out`_ PI r++E STNUMME
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3 SHM SEWFIS 501AY,_ -AYE A A-AI'MAt 2 X TJLCITY. UTAEES A-ftw.D 9* TWEE -ABLIr W0RW5 W9k-cTW
4 FOR lFSPEC'IUN OrTHE SIDE SLYC_R SIUL CAL% I� HUC'iS W ADVANCE. Pk 66FLCTIUN P-WE NLIW 3V1 rs A. Nt 9M
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,HE APPUNITM TT6r DO WT BACRILL TT.E PW&11 '.,RTU APPROVAL IS 41'-54 BY TI-E MSAE'tTM
5 ALL T4Exo-i r15TORArd-- FLIR SIDE SEWERS CN 'HE I.LILLT al¢iT-PF-ALA■ FALL C2Nr2RP , ID %10ALXW4 A",Ah 116 OP 1-92
5 T'E SIFT 5EV-1? STUB Sh L• -Id! inFt 3GU•r-c '4 Accit-_urr 09, LLG,M °sA4 .PS
Y AAL SIDE SEWER STT IBIS5.ALL BE r51A1_L', 6 . ., ; .-r•'-•u AWj BWED •% TWE TTArC Cl r u'14r.r�r
SIDE SEWER STUB SMPLA -
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DEPARTMENT marun Pa$`tUCIw2fi1202
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FIRE HYDRANT TO BE FAMTED WITH TWO COAT50F WEW'9ELLOW MM ACRYLIC GLGSSOR ENAMEL PAINT.
2-
PUMPER NOZZLE TO FAZE ROAI WAY OR AS DIRECTED BY RRFA.
A.
AM iNIMLIM T RADIUS
UNOBSTRUCTED WORKING AREA SHALL BE PRCVIDED ARCU NO THE OUTSIDE OF T HE HYDRAN7-
MATTRIALS
WMPRESSION TYPE HVnPANT ]SEE APPROVED MATERIALS UST) WITH 9' MJ INLET WaH WaSr S K" MVO},
HYDRANT
1 YL' PENTAGC& OPFRATING NUT, TWO [xi 4 M" NST F105F NOV..U5. ANDA.87.5` 5ST PUMPER NOZZLE
EQUIPPED WITIi 5-STORZADAPTER AND 118- STAINLESS STEEL CABLE, WITH EXTENSLCN IF NECESSARY,
TEE
MAFN LINE TEE WITH 6' FLANGE SIDE OUTLET
VALVE
5" GATE VALVE [FLxNU)
VALVE BOA
VALVE BOX AND LID PER STO PLAN 330.7
PIPE
CUM 52 01, LE AGTHTO FIT
'D
IOFNTRESTRAINT
MECHANMALJUINrRESTRAUNIWIIHCDNLT[ELLBLOCKING Will) 314'EDRIENSTEEL rmRoos
Q
GKWTL
1 y` WASHED DRAIN ROCK, MiNIMOFd 3' ALBOVE MOOT riANGE WITH 9-MIL PPLYETHYLLNESHEETifta
AROUND TOP AND SIDES OF GRAVEL
I.ONCRT M 8LQEK
MINIM Uf4T I6"x8'>'a" EON€BETE I<LOCKS UNDER FIRE HYDIiANTANP GATE VALVE
BL0cXING
OOWPLETE BLOCKING PER STA PLAN 33a.1
SHEAR SLOCA
W0.45" CD£AQ[ETE SHEAR GLOOLAROUT40 FLRE HYDRANT, SEE STANDARD DETAIL 310.2
PAVEMENT KJARHCER
BAUE REFLEOT IVE PAIVEME14T MARKEA PER STD 7LA.1431p.3
STO. PLAN - 320.1
PUBLIC WORKS
ft'RE HYDRANT ASSEMBLY
AP DYED
` '1
DEpARYMErVT
_ -
@_T�' L
W'L
pF WA3h f `%
x RECORD DRAWING
INFORMATION ADDED BY
15025 ,
s GISTS 7 TERRANE, INC.
I0%, LAIC REPRESENTS THE RESULTS OF A
SURVEY CONDUCTED IN JUNE, 2025.
1 CITY DOk1MENTS (DATED 07A9,24) 90 06-13.24 YLP SURVEI' 7 SCPLE: Ye"ICNL, NA1W 19BB
DA STRONG 2 CITY COMMENTS (DATED 09.06.24) BD 09,17-24 YLP �E AS NOM HORIZONTAL HAD lN3f199T CITY OF
CONSULTING JENGJI{NEER ULFwill BD TR RENTON
ENGINEERS PLANNERS SURVEYORS DRAWN. }��� `�y
E ONE 1w. :Ni! I • UM
aW - 7MAVENUJE KfRKLA10, WA W33 CHECh£iT: AT PULL $GALE
0425827 F'425,82T.3423 Y!!3 lF NOT ONE INCH Planning/Building/Public WarC Dept.
RE i,�': : `d L:.:l;'`, - [i.y A,PPR AFPRQVfD SCALE ACCORDLNGLY
- - YLP
JY,L' ignt VePipe ID M51164TP-414F 4"OLA939717-1 SM107Hg3
WASTEWATER UTLITY FrANOARW 11i
+ AA_L WO'W AND MATERIAL SHALL BE IN C0Nr RAEAAJCE YMlri TT£ ;3TANQARD3AND 5PECWIGATION OP 16dff cirw
OF WNTON PU961C WORKS DEPAWTMEW AND THE LATEST EINTION OF THE WBDOTAAPWA 57ANDA.AM AND
SPECIFICATIONS. A5 ANMOvED AmU MDDIFIEEp BY TTTE GTFY PF fMNTON ISTANCIMLD POM A SPECIFICATLOFLS
ABET OF APPROVED PLAWsISHALL BE KEPT ON BITE AT ALL TIMES DUF404 VOINSTRUMION
2 DATUM FOR VERTICAL CON Fka SHALL BE WDRTYI AMERICAN VFRTTCAL DATUM I NA HOA=NtAL CONTROL
SHALL BE NORTIHAMERICAN OATi1TA T9&'VLiMi UN"_S5 OTHERWISE APPROVED BY THE CITY AENCG1•tl;KS
AHD NAONUMENTSS►IALL RE RE IF KRENGM VIN T"E APPROVED PUNS
3 APRE-CONS rRUCTIGN CONFERENCER JCERE EANDAZ4.H UR NQTIGE,SHALL BE REQUIRED PRIOR TO STARTING NEW
CON$TRuCYIox IT 5"ALL BE THI__ CQNTRAGTQFrS REEPOHSIBILITY TO 3ECUREALL NECESSARY PERMITS.
INCLLIDIa 6 51 KEET L75E PERMIT$. PRIQR TQ STARTING CONS FRU CTION INSPCC,TMN WILL 116 ACCOMPUBKD
BY A(&PRIE ERk-FATIVE OF THE CITY. fF SHALL BE THE CONTRACTOR'S RESPON515KTY TO NOTIFY THE PUBLIC
WORKS INSPECTOR 24 MOLARS IN ADVANCE aP 9AuWrWIrG ALL CCPr$TRUCTiam
4 TIT[ 4rOLAI'T,^, W WE}FM FrA TI IF 3T9EET RIDHT4:IF-YYAV WALL UE rffn CIi i' 5p'GrICATioft3 Ohl WEFILQA.j
UNLE'SBOTHERWISE A"FIOV= IN Vd%TIKG ON THE PUBLIC 4L'OFOLa DEPARTMENT AN APPROVED TRAFFIC
DDNTROL PLAN MUST HE ORTAANED PRIOR TO BEGINNINOAW WORK WITHIN THE PUBtIC RIGpjT-cIF-WAY
5 CONTRACTOR 19 SOLELY FLE&PON510111. E FOR THE MEANS. METHOM AND SECSIENCES OF CONSTRLICTICIN AND
FOR THE SAFETY CF WORKERS AND OTHER& ON 71< CzN5TIFTACTILTN SIr� IN ACCOFFDAKcE wFFH "x A6
STATE AND FEDERAL REOUW96WUS
B, ALL LOCA TIM OF EkSTWO Ut7LITIES SHOLA% ARE APPROXIMATE AND IT SMALL BE THE{ANTRAUTQRS
1MMNBiBUry TO VERIFY THE TRUE AM CORRECT LOCATION 60 AS To AVDTLT awAA•F OR DiSTU ISAMM
THE CONTRACTOR $HAJLL COURTLY W1TT{THE ITECTHJIREWMM :W FLOW 19127 A 016 U"ET SHALL EE
QBTAINEDA MIME. M OF TL+-Tp BUSPRSB DAYS PRNZIR TO STAFT7NGANV FXC:AWATIDN THE LONTRACTOR
BNAALL HAVE ACOP, OF TF+E DLO TH:Xl T ON SfFE AT ALi TIMES
7 BACKRLL SHALL. BB PLACED EaUALL t ON BOTH 51DE3 OF THE PIPE IN LAYERS WITH A L CILME AVERAGE MM H
17F 17•INCHES. MMIftM DEPTH la-mD ES, TFIORDuG� LY co wACTTNG EMIT LAYER TOU PERCENTQF
kr"IMUM PHISITV THM COMPACTED LAYE1W MUSTECTEND FOR 014E PIPE DIA►AETM ON EACH BIDE OF THE
PIPE 09 TO 11HE SLOE GP THE: TREmm MATERIALS TQ COUPLETS TW FILL OVER THE PIPE SHALL IMF
ECW I VALJEN710 IIAM RUN GRAVEL fDR TRENCH 9M7iFILL Lataig).
6 SANUALRY SEWER PIPE SHALL RE PuLYYINYL CHLDRIDC {PVGI RMSERAiAWE7E{0 ALS7V D 3931 509 35
C'bCL'C>MLS CM DuCTR_E IRON oi-Am sD, LIHLESs OTiERW1$'1= APPFTCPAED BY THE CITY
5 SANIFTARY SEWER PIPES'5HALL HOT BE LOCATED UNDER IDLY $1IRL1mWFIE rWALL. flUrLD100 POUNCATTEIN. ETC I
UNLESS APPROVED BY THE CITY W A SANITARY WMq it; io& L13CATEDUM*R ANY STNUCTUEM (WA",
BUILDING F0um(DATYCN, ETC IL FT SMALL BE DESIGNED DIf A PROFE591ONAL ENGINEER LICE71sFo wTJ-ESTATE
OF WAA5HINOTON I#. ACCGR64WCE WI11A STANDARD DETAIL AT2
LU OFrCN-G'LIT jTQ/,p 9T{q;r8rN85 FEIII lj-L741TY TA(:7.CI-IEd QH FJ{IWTrFd TVIA VLL[0 RQAl7 WAYS ,SFhtiLL e�
BACKF IL1.E0 WITH CRUSHED SURFACING AGCAG-CATE [TNSOOt _WE-: TFICAATIOW 9-m 943,, ANO 1CAECHiWlIlCALLV
COMPACTED UNLESS OTHWMN APPROVED BY THECrry
11 ALL PIPE AND APPURTtNANm- SHALL BEI.AJCON OLPAO"r• LY PREPTAREO POUNDATION IN ACCoRDAkCE wrrH
THE 9TANDAADs AND SPECIRCATION OF THE CITY AND THE LATEST EDMDN OF THE WSDOTrAPWA STA MMR05
AND .9PEGF-TCATIONAS A'PPRDAPJDAND YODLFIED BY 7}E CITY $N INE RENTON STANDARD PtAW 6
SPECWIC ATTONS THIS SHALL NO NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE R:P L>F THE
roum)ATION ►WLFEiM TO A tJW9+tM C-RAFDE W 71i41 THE ENTFFE LENGTH W THE P+PE WILT SE: SUPPORTED
ON A, UNIFORMLY DENSE, UNYIELDING BAW PLI'E BEDDING SHALL BE W A0QDpPANCE WIT4 STAMDARO PLAN
40S
12 ALL DLSTuWD A,REA5 5FtAELLBE sEF;M ANo RLUCGIAED4R iQTMEAWAE STAGRAM 1TY l TLTTtWB,ATTSFACTIQ14 CIF
THE CITY FOR I}HF PFk'wENTTON DF ON.sR UKKNON BOT14 OUI N*G OON.-'TRUCTION AND AFT TK
CCl1fPLETl0m W CONSTTRICTTON IN AWORDANCE MrfTH THE CURRENT SURFACE WATERDESfC RAAhIL1AL
T3 TFiE CONTRAACTOR SHALL PROVIDE THE. CITY CIF REHTON Wrni A RECORD ORAWWP,, OF THE SANITAAY BEWER
SYSTEM VIHTCH HAS SEEN $TAMPED ANC+ siupiED BY A LICENSED RRoKwQNA EHGIW EA OR LICENSED
PROFESSIONAL I&VRVEYOR
MR
puelI[ vmmI55 WASTEWATER UTILITY
DEPARTMENT iL�$rtin Past chair/P.S.
STANDARD NOTES
yr. TAT,
WATER PLADI 6ENERAL NOTES kandlyd PaNlY0. Xx
1, ALL WORK AND MATERIALS SHALL BE IN ACCOROANCE WFFH THE LATEST E00ON OFTHE UTY OF RENTON PU&UC WORKS
STANDARD SPECIFICAYINA AN[] $PVClAi_ PR6wSIONS AND WSDOT IAPWA STMIDAFR25PMFICAT016, LAI EST EOn10NAi
AMENDED BY THE CITY OF RENTON. A SET OF CFTYAPPROVED PLANS 5HAiL BE KEPT AT THE JOB SITE WHENEVER ODF6TRUL110N
IS IN PHOISHESS. A PRE-WHSTRUCTICN UMFEMNCE SHALL BE HELD PRIOR V THE STAirr CIF CQNSTRUL'TWN.THE 00prrmcrOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY FEANM PRIOR TO CUli.91RUCTI01L
Z ALL EXISTING UT]L]MS#E'4Li REMAIN IN SERVICE DURING CONSTRL1C710N UNLESS OTHERWISE NOTED• THE CONTRACTOR SHALL
CALL 1-200-4.I4-553S TO LSRIPY UTiLTTY LOCATIONS BEFORE REGWNING D[CAVATLON_
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPRC VEMENTSSHALL BE NEW AND UNDAMAGED. AND
"CATALOG CUTS" FOR ALL lr1ATER[AL5 SHALL RE APPROVED IN WRrFING BY THE CfiY CF BENATON PRIOR TO BRINGING.: ANY
MATERIALS ON -SITE.
4. ALL WATER MAIN PIPE MATERIAH5514ALL BE CEMENT LINED DUCTILE IRON P IPA THICKNESSCLAAS552 PER AWWA C LSLAND C
104. PIPE JOINTS SHALL BE PLASH OH OR M ECHANICAI JOINT, CAST IRON OR DLILTILE IROH PIPE FTMNGSSMALL BE CLASS 250 AS
PER ANSIIAWWA C120VA21LM L ALL DUCTILE IRON PIPE AN 0 FITTINGS SFIALL BE WRAPPED WFTH 8-MILBtACX,T4JBE-TYPE,
POLYETTFYLENE PLASTIC PER AW WA CDN STANWOS.
5, MINIOAUM COVER FROM TOP OF WATER MAINS TO FINWEi1 GRADE 5NALL HE 36INC HF5FLOP PIPE OTAMETE.R OF 1E4MC H OR LEST
AND 49INCHES FOR PIPE DLAMETEIR OF 13-INCH AND LAAfi ER- MAXIMUM COVER FOR ALL WATER MAUNSSHALL BE HSINCHES,
ANY LIEYLATFON$ MUST BE PIPpk&AE1 &TTHE CITY 4F nwreN PRIOR TO C0N519i1CT10N. WHERE UTMTYCQNFHJI FS OCrUF,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFUM M TO PAC DE MINIMUM [OVER
PIPE DEFLECTION SMALL NOT FXCRO ONE. HALF OF PIPE MANUFJACTURFR'5 5PECIFFILAT11004 FOR5RE CF PIPE USED. ALL TREF1CIi
BACRFILL SHALL11E COMPACTED T015 PERCENT MA YIMUM DRY DENSrrY AS DETERFAMTED BYTHE MODIFIED PROCTOR TENT
MrMI30IM06} IN ROADWAYS, ROADWAY -SHOULDERS. ROADWAY PRISM AIWD 4r1 NFWAYS,AND 95 PERIfNT MDD IN uNPAVE❑
AREAS. ALL PLPE ZONE COMPACTION SHALL RE95 MOD.
6. CONCRETE 6LT?E3[ING FDA WATER ME111FAS SHALL BE DESIGNED, INSTAUZD AND POURED14 PLACE IN ACCORDANCZ WITH CUT OF
RENWN STANDARD DETAILS AND 3PEaFICATLONS AND SHALL BE iN57ALLED AT ALL VERTICAL AND HORIZONTAL SENDS. FITTINGS
AND BASE D'FHYDRANTS. MEGA-LUGSMSIMMAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL 1DINT5INADDFnCNTo
CONCRETE ELLOCFINIG_
7_ ALL NFW WATER FAARI PIPES AND Fn-F[N6S SHALLKAVE A FOAM PIPE PIG RUN THROUGEHTHENA PRFORTq UFING RUSHED,
DISINFECTED, AND TESTED- CLEANING, PRESSURE AND FURRY TESTING SHALL BE DONE IN THE PRESENCE Cf AND UNDER THE
SUPERVISION OF AL CITY OF MENTON UTILITY ENSIPI:CTOR. THE CONTRACTOR $MAIL SUPPLY, INSTAL. AND REMOVE PLUG$,
CORPOAALTION STOPS, BLOW-CFF ASSEMBiJ£5, AND THRUST RETIMIfrIilLOCKIW FDR TESTING ANO PLAUFTACCEATANrE. NO
CONNELTION SHALL Ak MADE BETWEEN THE N(W MAIN DR BETWEENTHE NEW WtT-TAP VALVE TO AN EXIT IW MAIN UNtIL
THE NEW PIPING HAS BEEN FOAM -PIGGED. DISINFECTED. RUSHED, AND PASSED BOTH PRESSURE AND AURRYTFSIIN&
8. NEW WATER MAINS INCLUDING SERVICE LATEFAL5 SWELL BE TESTED AT STATIC PRESSURE OF 150 P51 ABOVE WORKING
PRE55URE WITH A MINIMUM OF 2.25 PSl TEST PRL51LIRE FOR 12D MINUTES 4WFTH AMAJINAILJTLM OF S PSI PRE55LME PROP DURING
THE ENTIRE TEST PERIOD. UPON 3ATISFAMRY COMPLETION OF THE PRESSURE TEST, THE UNE SHALL BE DL5INFEGTED, FLUSHED,
AND THEN WATER SANIPLES SHALL BE TAKEN FOR PURITY TESFING By THE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND (MAINTENANCE DEPARTMENTS AT LEAST ID WORKING
OATS PRIOR TD MAKING CONNECTIONS TO THE EXISTING WATER 5YSTEM. THE CONTTIAUM SKAL .EXPOSSE THE UISONG WATER
MAIN AND FTTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY AADA I'm AND FITTINGS REQUIRED FOR
THE ANAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIAIS,ANOPROVIDE RfORING AND
ALL MATERIALS REQUIRED FOR ITtE CITY OF RENYON TO PERFORM THE CONNECTION TO THE EWING WATER SYSTEM. THE
CONTRACTOR SHALL PRO AIDE AND INSTALL TJAC'KFILL CONCRETE MOCKING. AND COMPLETE SURFACE 110TORATIDN.
STD. PLO - mmo
PUBIJC WORKS WATER PLAN G04ERAL;MII
�', - TIT AR7'IdF:H'1 MARCH 24ID
- 431 002 - 41002
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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2 f 13/2024
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PAGE;
DRAWITTAG NO.
1 116 N 34TH ST c 9 w
RENTON, WA HIN TON 98056 SHEET 9 iF9
DR,S PROJECT NO. 24010
KENNYDALE LOTS
SEINER AND WATER DETAILS