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1. ALLWORK AND MATFRGUSSHAUL BE IN ACCORDANCE VAR H THE LATER FULTON MINE CRYOF RENTON PUBLICYRORKS
STANDARD SPECIFICKTIONSAND SPECIAL PROPSIONSAND HDRIONAS
TERM SIERRA
ARTY, a NESSIPLE NERM ImBi A SRI Tjr2w
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AMENDED PARK CM OF RENTON. A SUCH CITYAPPROVED INTANSSHAMINk KINPTATTHEIOBSM WHENEVERCONECTRUCTION
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GIN PROGRESS. A PREDONSTRUCTIONCONFERENCESHAURE HEM PRIOR CONTRACTOR
PAWRACIVEN
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ANDORDFAMMERSHALIER RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
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INFECTED W RENTOF BOB IMPAIRMENT, FIRE UCTRAOF EXTRYTIN M
REOUREOR
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2. ALI EXISTING UTILITIES SHAM REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHIRGAASE BOUND. RE CONTRACTOR SHALL
EATON AN
CALL 1,800,424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALLEVOIDUALS USED MR FEE MKISAIRLECTOR OF WATERSYSTEM IMPROVEMENOSSRUMBE NENAND UNDNIMARGEDI
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4. ALLWATER MAINPIPE MATERIALS SHALL BE CEMENT UNED DUCTILE IRON PIPE� THICKNESS CITRUS 52 PERAVVWA C 151 AND C
IN. PIPE JOINTS SHALL BE FUSWDN OR MECHANICAL JOINT. CAST IRON OR DUCLUE IRON PIPE PRINCE SHAM BE CILMES M AS
MAN
JAPPARA PUPOR I, LZI TEMPORARY BURNAM,
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S. MINIMUM COVER FROM TOP OF WATER MAINSTO FINISHED GRACE SHAUSE 36 INCHES FOR PIPE DUUMETTEROF I(FINCH OR LESS
WAMI
AND 0 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAX1MUMC0VERFOFAU_WAMRMARWSHAMBE6OfNCHEA
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ANY DEVIATORS MUST BE APPROVED BY THE CRY OF RENTON PRIOR TO CONSTRUCTION. "EREUTURCMUCTSOCCUR,
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AMENDED xPlEmAto IQ IT
RE PROFILE OFTHE WATERMAN SHAM BE ADJUSTEDAS NECESSNRYTOCUEAR CONFUCISANDTO ENGAGE MINIMUM COVER.
WERSTERB UJIM BEE
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PIPE DEFULECTION SHALL NOT EXCEED ONE-HAUF OF POPE MANUFACTURER'S SPECIFICATION FOR SEE OF PRE ORD. ALL FRENCH
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OWEETE,
BACKFIRI SHAM BE COMPAUEDT095 PERCENT MAXIMUM DRY DENSINAS DETERMINED BYRIEMODIRED PRCXTORTEST
wAno NOTES Do PC JUJOITAT ARABI
METHOD (MIKE) IN ROADAI ROADWAY SHOULDERS, ROADWAY PROM AND DRJVEWAY%AADE5 PERDENTIAND IN UNPAVED
ARENA ALL PIPE ZONE COMPACHONSHALLINE95 MOD.
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6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH OR OF
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RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED ATALIVERTIMANDHORGONTALBEENDS, FRIKES
ANDEASE(RHYDREMORS. RRIA LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALI MENCHARICAULAINT]i IN ABORTION TO
EXXON ANGERY LORD
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7. ALLNEWWATERMAIN PIPIESANDITTENGSSIRMLIMAREAFOAM PIPEPIG
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DISINFECTED,ANDTESTED. CLEARING, PRESSUREAND REAFFIRMING SHAL1.WDOMINREPRES1EMCEOFAADUNDERTHE
SUPERVISION OF ACTITY OFflENTON WILITY INSPECTOR. RE CONTRACTOR SHALL SUPPLY, INSFARAND REMOVE FOODS,
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CK
CORPORATION STOP5,8LOW-OFFASSEMBILIES, AND THRUST RESTIAINT/BLOCKING FORTESONG ANDPIRMACCEPTANCE. NO
FIRE HYDRANT ASSEMEL
JOG I
CONNECTIONSHAUBEAUNDE BETWEENTHE NEWMAINCRIMETWEENTHE NEWWITT TAYVALVEMANINSTING MARIURRIL
THE NEW PIPING HAS INEENKFAUM PIGGED. DISINFECTED. FLUSHEC,ANDP�OM�MEMREMOPURMMTING.
y PER
NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A ALONG PRESSURE OF ISO PSI ABOVE WORKING
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RE ENTIRE TEST PERIOD. OWN SATISFACTORY COMPLETION OF THE PRESSURE TEST, FEE ONE SHALL BE DISINFECTED, FLUSHED,
MAYS
NA
KEEPUNI ENTER
AND THEN WATER SAMPLESSFIALL BE TAKEN MR FORM RATHER BYTHE INDOOR WORKS INVINECTOR.
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LATIN P TOM R DZUENAMON is w GREW, AN APPACED5
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DAYS PRIOR TO MAKING CONNECTIONS TO FIRE EXISTING WATER SYSTEM. RE CONTRACTOR SHAM EXPOR RE LUMBER WARR
DONNER;
MAIN AND RRINGS AT RE CONNECTION POINT BEFORE ORDERING THE NECESSARY PERFORM AND FIBRINEAS REQUIRED MR
THE FINAL CONNECRION. RE CONTRACTOR SHALL EXCAVATE, REMOVE ALI SURFACE MATURATI, AND PROVIDE SHORING AND
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