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FOUNDATION
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MATERIAL
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PIPE - ARCH
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CALL
A�IDPI�NO� STEEL PIPE
1 PIPE COMPACT PER LIMITS EFFAVEN ON CHIP PLAIN ARD FDA PIK PRE
ZONE SHALL BE THE PRICES OF THE TRENCH 'PROGRESS
CONCRETE PIPE
No
2 0 A IS EQUAL TO THE OUTSIDS PARENTS OF A PIGS OR THE POPE
CRUDE SPAIN OF PIPE ARCH CORRUGATED OR
TRENCH MDT" allMINUM PIPE
DOCILE FEW POPE
4 UPS SAW BEDDING ROD HADUFFILL MATERIAL CALL BE PLACCIED IN
A LOOSE SCENE AND COMPACTED TO MUSE MAXIMUM DEBATE
CIRCULARPHES
5 EXCAVATE UNSTABLE MATERIAL DOWN TO III AN ALL ADD REPLACE WgL Do
WITH FOUNCHATION MATERIAL CLASS A OR 11 PAN STANFORD 0 f STEP EMIR GTFZ�LG
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4,VaEM WORKS CONNECTION TO WATEf1 MAIN' 9TD PLAN - 900.4
DEPARINE CUT IN -LINE TEE 8 THREE VALVES
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D U B I EL IV ' Seat Meridian Ave N
did eahle, WA 98103
tony@dubinenv.com
Environmental (206) 898-0057
WAlFR P1AN GFNFRALNOIFS MantlaN PYn Nw3W
1. ALL WORKPND MATEflIAL55XALL BE IN ACCORDANCE WITH THE IAIESI EDIIIOXOFTXEUIYOF REGION PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT/pPWASFAHDARDSPEtlFICAPCNj LMF51 ED1110XA5
AMENDED BY THE CITY OF RENTON. PSET OF CITY APPROVED PLANS SHALL BE NFPT ATTHEJOB SITE WHENEVER CONSIRUCIYJN
KINPROGRESS. A PRF{pNSTRURION CONFERENCE SHALL BE HFIO PRIOR iOTHESTARI OFCONSTRUCTION. THE COM0.4R0R
AND OR DEVELOPE0.5XALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PRESSURES PRIOR TO COFISIRIICIION.
3. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSIRURION UNIFSS OTHERWISE NOTED. WE COMPARORSNALL
FALL t-SOD-0XSSSSTO VERIFY UTLIIY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERMLS USED FOR ME CONSTRUCTION OF WATER SYSTEM IMPROVfMEXT55XALL BE HfW ANO UNDAMAGED, AND
"CATALW CUTS' FOR ALL MATERIALS SHALL REAPPROVED IN WRITING BY TNF CTTOf RENTON PRICE TO BRINGING pM
MATERIgI50N SNE
A PLLWATER MAIN PIPE MARRIpL55NALLBE CEMENT UNEp DOCILE IRON PIPE.TNIIXNFR C1A45i PERpWWAC151AXpC
1M PIPE CENTS 5XALL BE PUSXdN OR MECIUNIGL1pIM. VSTIRON OR DUCTILE IRON PIPE fpTING55XALL BEtlASS$11 A5
PFRAHSI/AWWA C110/A311D82AlL DUCTLE IRON PIPE AND FRTING55XALL BE WRAPPED WITH BMILBLACK, NBE-PRE
PoLYEFHYIEXE PIAYTI[ PER AW WACIDS$FPHDARDS.
S. MINIMUM [OVER FROM TOP OF WATER MAINSTO FINISHED GRAOf SMALL Bf M INCHES FOR PIPE DIAMEIEROF 161N01 OR LESS
ANp LB INCHES FOR PIPE DIAMEFFR OF IIINCH AND LARGER. M0.YIMUM COVFfl FORALL WATER MNNSSHNLBE W INCHES
MY DEVIATIONS MUST BE APPROVED BYTHE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE Ml11YCONNCROCCUR,
THE PROFILE OF WE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFpCRAND TO PROVIpE MINIMUM COVER.
PIPE DFFI£RIOHSXALL NOT E%CFEOONE -HALF OF PIPE MAHUFACNRER'$$PEOFICAPDX PDR56EOF PIPE VSED. ALLTREXCX
BACNFILLSHALL BE COMPARED T095 PERCENT MANIMUM DRY DfN511YA5 DETERMINED BYIHE MCOIFIfO PROCTOfl TfST
METHOD (Mppl IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND pRNEWAYS,AXp85 PERCEMMpp IN UNPAVED
MEALS. ALL PIPE MINE COMPACTION SHALL BE 95 MOO.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLEDANO REFUSED IN PLACE IN ACCORDANCE WpXCRYOf
REMON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTAU£DATALLVERIKALAND HORIZONTAL KINDS, FR11NG5
ANO80.5E Of XYDRAX6. MEGA -WGS TOR SIMILAR PRODUCT) MAYBE REQUIRED ONALLMECXAXIGLIOINRIN AOp1110NTf1
COMPETE BLOCKING.
T. ALL NEW WATER NOUN PIPES AND FRLIXGS SHALL RAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TOBEING FLVSXEO,
DISINFECTED, AND TESTED. CIENIING, PRESSURE AND PURIIYTFSTNG SHALL BE DCNE IN WE PRESENCE OF AND UNDERTHE
SUPERVIIION OFACIIYOF RFNTON UTILNY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALLAND REMOVE RULES,
CORPORATION STEPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTPAINT/BLM%LNG FORIESTING AND PURffYACCEPTANCE NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIM OR BETWEEN THE XEW WET -TAP VALVETOAX EIpTXG MAIN UNTIL
WE NEW PIPING WIS BEEN FOAMPIGGED,DISINFECTED, FLUSHED AND PASSED BOW PRESSURE AND PURffYTF511HG.
B. NEW WATER MAINS INCLUDING SERVICE IATERAL5SHALL BE TESTED ATAREDUCE PRESSURE OF IW PSI ABOVE WORKING
PRESSURE W11X A MINIMUM OF 335 PSI TEST PRF55VRF FOR 13D MIXl11F5 WITH A MA%IMVM OF S PSI PRESSURE DROP DURING
WE ENDING TEST PERIOD. UPON SATISFACTORY COMPLETION OF WE PRESSURE TEST, THE LINE SHNL BE DISINFERFD, ftU5HE0,
AND WEN WATER SAMPLES SHALL BE TAKEN FOR PURIIYTERM BY WE PUBW WORKS INSPECTOR.
9. WE COMMRORSXAII NOTIFY W E CITY OF REMpX WATER UpLffYAHp MAIMEXANCE DEPARTMENTS AT LFASTIp WORKING
DAYS PRIOR TO MAKING CONNECTIONS TOTHE IXI]THG WATER SYSTEM. WE COMRARgISXALLIXPOY WE EIMpXG WATER
MAIN AND FIRINGS AT THE CONNECTION POINT BEFORE ORDERINGTHE NECESSARY PDAPTORSAND FfT11NG5 REQUIRED MR
WE FINAL CONNERION. THE CONTRACTOR SHALL ENGVAIE, REMOVE ALL SURFACE MATFAWLS AND PRONDESHORING AND
ALL MATERWS REQUIRED FOR WECITY OF REMOX TO PERFORM WECONNECTION IO WE EXPENSES WATER 5Y5RM.WE NTS
COMMCfOR SHALL PROVIDE AND UNSTABLE &1CKEILL.CYHIQETE BIOCKING,ANp COMP1ElF5URFACi RESTORATON.
STD. PLAN - 900.0
PP PUBLIC WORKS WATER PLAN GENERAL NOTES
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DEPNRBMERT IN -LINE TEESTWO VALVES
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CITY OF
' RENTON
Planning/Building/Public 'ilding
Public Works Dept.
W-411604
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
jchavez OS/28/2020
WATER UTILITY 0
M. M itche1109/04/2020
CITC RENTON
1300 BRONSON WAY N
RENTON, WA 98057MING
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