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DEPARTMENT FOR SANITARY SEWER MAIN
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165 NE/uLPIM Stiva, Suite 101 AAMRA WA 98027-PAOne:(425)392-0150
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407 SWORzhr OWE • Cie ON, WA Y8922 • Phave. (509) 614-1433
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A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 05, T. 23 NNE R. 05 E., W.M.
KING COUNTY, STATE OF WASHINGTON
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i AuwMAXDIMRMPLi AND ONE IIA LPMWOPNCENDWSDCTjEUTESFEO111 M SOrvIFRENS UVMV MMM
AMMOMWR E TY] AND PRONSNAPPRMEDPUM PNLBEU PPTfl EJOBSnW ENNERORVJN 0.1
AMdROGRESS APR OFREMON.ASETOFERENCE RWEOPIAIM 0NP1LOEE En MCFCOMWNEON.MONS]RIICIICH
A IN PROGRESS ERSE{ILLBER RIONCONFOREMWRINLL BE NEC PRIOR iO MESTARFOF CONSTRUCTON.MECWlIPM1Cp
ANOOROEVFIOPEPSWLLBE PESPONMBIEfOR SECURING MLHECELLAYATMIISPMOP TO CONSTRUCTION.
2"UIMNGUMMESSMALLREMMNINURNLEDUMMCAYSFRURIONUNI MMWISEFOIGI.N CONIMLTORS
CALL YPIDIxVi TO VERIFY UTILITY LOCATIONS BEENE BEGINNING F VA] ..
3. PLL MAnMU USED FOR ME CIXISI MON M WATER SYSRM IMPROVEMd SHALL BE NEW MID IMOPM M, AND
KTMCG CU MR ALL MARRAM SHALL. BE APPROVED IN WRMNG BY ME OIY OF R NERROR TV MINIMUM AM
FMRRMLSON.NE.
♦ ALL WATER MAN PIN MATFAWLS SMALL BE CEMENT UNED DUCTILE IRON NPR TOEING CWS ED PG AWMA C SEE NAM
UP, PIPE IOINRSMAU BE PUSH ON OR MECHANICAL MUST. G MIN OR OUCOIE MAN PIK HEELING$MPLL RE CAN DOE A5
NR ANSVAW WA CIWQI.11M2 ALL RUDER IRON PIPE AMID WORKS SHALL BE WRRPPED WNN SMRBIMY TURNER,
MLYETMYLENE PL C PER AWWA C105 SANDMOS.
S. MINIMUM CENTER PROM TOP OF WATER MPMS TO FINISHED G MADE SHALL RE 35 INCH ES FM PIPE MAN MR OF INNCH OR TES
ANDY INCHES FOR PIPE DIAMETER OF L}IXCH AND( M MPPIMUM COVER FMALLWATER MAWSMALLBEWINCHES
AM OWACONS MUST BE AFlP P0YTME CT/ OF RENTON PRIOR TO CONSTRUCTION. WMEREUIIVIYCO UMD=k
ME PROFILE OF THE WATER MEN SMALL BE AWUS]ED AS NECESSAM 70 CLEAR CONFUCRANDTO PROVIDE MINIMUM COVER
PIPE DELECTION SHALL MOT E%M WE-MMF OF PM£ MANUFACNRERSWMFR MM FM NO OF PIPE USED, MLTRENCN
BAC.RFILL SMPLL BE COMPACTED100 KNOW MAXIMUM DRY OENSM AS DETFRMINM MINE MODIFIED PRIX. ORTER
MEMOO(MM)IMROAOWMRWADWPYMWLDERR DWAYPRMMPMDDMMAY MDEPERCEMMMINUNPAI
AREAB.ALLPIPExONECOMPAaMNVH BESMW..
6.CMICRMBWMINGFMWARRMMMSNPLLMOUSNED,INUALLEDMDPOVREOIXPYCEIXµWRO WRMCMM
RENTON S MWO DETAILS AND SPEOFI 7IONS AND SHALL BE INSAUED AT ALLVEnI LPNO HORMWM MM. FN
ANDBISEOFHYOA .MEG WSI ORLMI4RPROWMWYOERMUIREDMALLMEMANMNl01NRINA MMM
CONCRETE BLOOMING.
7. ALL NEW WATER MAIN PIPES AND F NGS SHALL HAVE PFOAM PIE PIG ISBN MP GH THEM PRIDE TO BEIM NOSHED,
AND TESTED. CTEPNING, PRESSURE AND NRM TESNN65HALL BE GONE INME NES OF AND BRUME F
SUPERVISION OF A CXY OF KNOW UTLXY INSPECTOR. ME COMPPCTOR SHMLSUPPLY lEAUM NMM PLLGS
COMOMIMIHSTFIP4. BLOWLEf ASEMBUES.AHOMRU5TRE5TMIM/BLOLRING PoRIESTHGIJIOPWIIYA[LFITPH3I NO
MNWL D R MAN BETWEEN THE NEW MAIN OR BETWEEN ME NEW WET-TAPVALVE MAN UMNG MMN UNTIL
ME NEW PIPING HAS BEER FMMSIGGN. OISINFEC , FLUSHED, AND PASSED BEM PM ME AND PMMRSnNG.
S. NEW WATER WIM INCLUDING SERVILE UUMLS SIULL BE TESTED AT P STATIC PRESSURE OF NO PS A0OVE WMPWG
PRESSURE WON A MINIMUM M SOS PER RSI PRESSURE MR 220 MINUTES WITH A MNIMUM M 5 PSI PPESUE MOP DIMING
THE EMIN TES PERIM. UPON SATSACIORY COMPLETION M M E PRESSURE REST, ME LINE SHALL N D W NFECID, FLUSHED,
AND MEN WATER SAMPLES SHRLLM TPRM FOR PURITY RESTING BE ME PUBIK WINE INBEECTOR
9.THE CONIRMTOR SHALL Ni ME LNY OF ENIOX WATER SECUYAND MAINRNP MPMIMENS AT VAST IO WORKING
DAYS PRIOR TOMMING CONNECTIONS TO M E SITTING WATER RMM. ME COON R SMALL EMPI,E ME DIV NG WATER
MAIN AND F"NGS AT ME LONNELMN MUST BEFORE ORDERING ME NECESSARY AM➢IOE ANO MANGE REOUNM MR
ME FINAL LOMNE N. ME COON R SMYI EXCAVATE, REMOVE ALL SURFACE MATFRW$AND PR DE SMRING PRO
ALL MARRWS REMIIREO FM ME CM OF RENTON TO PRE, ME CONNECTION TO ME U"NG WATER SMEM. ME
OOMMROR SHML PMVROE AND INSTALL BOUFIMC M BLOCKING. AND CWPM SURFACE PESTOMTOX.
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R-418109
P Call before you dig.
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RIZ�I NTlaIMI
DATUM
O CITY OF
RENTON
Planning/Building/Public Works Dept.
SRS
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09/14/21
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OJ/22/21
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IN COMPLIANCE WITH CITY OF RENTON STANDARDS
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DEVELOPMENT ENGINEERING M Q
Scott Warlick 9/27/2021 �
WASTEWATER UTILITY
021 SURFACE WATER UTILITY
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Ann Fowler 09/28/2O krevans 09/27/2021 z �
RA 09/14/2021 F—
MANGAT SHORT PLAT
CONSTRUCTION DETAILS z
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