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Mi Land Planning R Civil Engineering
5130 South 166th Lane
SeaTac, WA 98188
T (206) 229-6422
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WATER
FITTING DATA
O STA 9+83, 4' RT
O STA 10+29, 8.54' LT
CONNECT TO EX. 8" DI
1-8"x6" TEE (MJxFL)
1-8"x8' WET TAPPING (MJxFL)
1-6" GATE VALVE (FLxMJ)
1-8" GATE VALVE (FLxMJ)
1-8"x4" REDUCER (FLxMJ)
1-CONCRETE THRUST BLOCK
14" GATE VALVE (FLxMJ)
1-FIRE HYD. ASSY (RAJ)
O2 STA 9+97, 4' RT
5 LF 6" D.I.
1-8'xe"x45" BEND (RAJ)
1-CONCRETE THRUST BLOCK
1-CONCRETE THRUST BLOCK
O STA 12+33, 7' LT
O STA 10+8.50, 8.3' LT
14" CAP &PLUG (RAJ)
1-8'xe"x45" BEND (RAJ)
1-2" BLOW -OFF ASSY. (STD PLAN 340.1)
1-CONCRETE THRUST BLOCK
1-CONCRETE THRUST BLOCK
WATER PLAN GENERAL NDTRS Smdad Plan NIA WO
L ALL WORKAND MATERNISSNALL WIN ACCORDANCE WITH WE LATEST EDITION OFTHEOTY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROWSIONS AND WSDOT/ APWA STANDARD SPECIFICATIONS, LATEST EDRION AS
AMENDED "THE CITY OF RENTON. A SETOFF CRYAPPINi PLANS SHALL BE KEPTATMEAMSPE WHET RCONSTRUCDON
G IM PROGRESS. A PRE{CMSTRUCDON CONFERENCESHALLBE HEIR PRIOR TO THESTARTOF CONSTRUCTION. THE CIXITMROR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2. kME IMMIMIUS ALLREMAININMRVICCDURINGCONSTRMIONUNIF_SSOMERWLSENOTED. TNECOHDNRORSNALL
GU3-R 2C5555TOVMIFYUTIUTYLOLATONSBEFOREBEGINNINGM% VATM)N.
3.ALLRLUMLSUSEDFORTHECMN RUMONOFWATERSYSTEMIMPROVEMENISSHALLBENEWANDUNONAAGEO,MD
'GTAIDG CUTS FOR ALL MATERIALS SIULL BE APPROVED IN WRITING BY WE CITY OF RENTON PRICK TO HANGING ANY
MATERIALSON-ATE.
4. ALL WATER MAIN PIPE MATERIALS SMALL BE CEMENT UNED DUCMF IRON PIPE, THICYHESS CUSS 52 PER AW WAC V it MD
NM. PIPE POINTS SHALL BE MSH-0N OR MECHANICAL JOINT. G IRONORDUCIILLIROTIPIMFIRING55HALLBECIA69MM
PER AN51/AWWAC110/M1.304Q. ALLOUCTILE IRON PIPE AND FITTINGS SHUMBE WRAPPED WITH LMILBI RfflE-TYPE,
POLYETLYIENE PWSIIC PER AW WAMMWMMRDS.
5. MINIMUM COVER FROM TOP OF WAUR MMMTO FINISHED GRADE SHALL BE M INCHES FOR PIPE DIAMETR OF 1O1 ORIFSS
RNDUINdFSROR PIPE DMIMETEROF 14MDURGER. M IMUMCOVERMRALLWATERMNHSSMA KWINMM
AWY IATMMMUUBEAPPROVEDBYTNECITYOFRENJONPRMRTOCONSMUMON. WHETS lMLT1YLONFLIC150[NR,
MEPROFILEOFTHEWATERMAINSHALLBEADIUSI MNECESSMYTOCLEARMNFU MDTOPRMMMINIMUMCOVER.
PIPE DEFLECTION SHALL NOT EMCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FORSDE OF PIPE USED. ALLTR
BACKFILLSMALL BE COMPACTIMT095 PERCENT MAXIMUM DRY DENSRYAS DETERMINED BYTHE WMFIED PROCrORTEST
METHOD (MOD) IN ROADWAYS, RO LOWAYSHOUIDERS, ROADWAY PRISM AND DRIVEWAMAND IS PERCENT MEND IN UNPAVED
AREAS. AUPIPE20NECOMPACDONSHUNLSE9511000.
& CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLEOAND POURED IN PLACE INACCORDANO WTIH MOP
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALLVER L AND HORUMTAL BENDS, FITTINGS
ANDBASEOFHYDRANR. MEGA-Ui(OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MEOIANIGLJOIN6 IN AD IDN TO
CONCRETE BLOCKING.
2. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING. PRESSURE AND PURRYTESTNG SHALL BE DONE INTHE PRESENCEOFAND UNDERME
SUPERVISION OF CRY OF RENTON UDIEIY INSPECTOR. ME CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW-0FF ASSEMBLIES, AND THRUST RESTRAINT / HOCKING FOR TESTING AND PURT'ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN ME NEW MAIN OR BETWEEN THE NEW WEPTAV VALVE TO AN !EMITTING MAIN UNTIL
THE NEW PI PING HAS BEEN FOAM -PIGGED, DRINFECTED, FLU SHED, AND PASSED BOLA PRESSURE AND MR"TESITNG.
0. NEW WATER MAINS INCLUDING SERMCE LATERALS SHALL BE TESTED AT A STATE PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PA TEST PRESSURE FOR UO MINUTES WITH A MAXIMUM OF 5 PR PRESSURE DROP WRING
ME ENTIRE TEST PERIOD. UPON SAW FACTORY COMNETION OF ME PRESSURE TEST, ME UNE SHALL BE DENP OMD, FLUSHED,
AND MEN WATER SAMPLES SHALL BE TAKEN FOR PURRY TESTING BYME PUBLIC WOR16INSPECTOR.
9. ME CONTRACTOR SHAM NOTIFY ME CRY OF RENTON WATER UMETY AND MAINTENANCE DEPARTMENTS AT LEAST 30 WORKING
DAYS PRIOR TO MAKING C NERIOM M ME OISDNG WATER SYSTEM. ME CONTRACTOR SHALL DPOSFMF OUSTING WATER
MAIN AND FITTINGS AT ME CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THEFINALCONNECRON. THECONTMCTOR SHALL EACAVATE, REMOVE ALL SURFACEMATERIAL MO PR VIDESHORINGAND
RLLMATERNIS REQUIRED FORME CRYOF RENTON TO PERFORM THE CONNECTION TOMEWS MWATER SYSTEM. ME
CONTRACTOR SHALL PROVIDE AND INSTALL BACKRU. CONCRETE BLOCKING, AND COMPLETE SURFACE RESTMIADON.
PLAN - 900A
PUBLIC WORKS
DEPARTMENT
WATER PLAN (N6JERAL NOTES
MARCH 2O10
_., 410
MI 400
U F
OU
FINISH GRADE
Olw
@ PVT. ACCESS
EX. GROUND
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CENTERLINE
@ PVT. ACCESS
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12.5 LF 8" DI CL 52
P
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14 LF 8"DI CL 52
PROVIDE 1.01 CLEARANCE : EX. GROUND @
360 -
m,
350'--
+40 9+80 10+00 10+20 10 10+60
FWND 5/8- REBAR &
CAP RAPS IS E29293) HORIZONTAL GRAPHIC SCALE VERPCAL GRAPHIC SCALE
0.71'EAST MOM 20 10 0 10 20 10 5 0 5 10
FENCE UNE
-----T---- 1 inch = 20 fl. 1 inch = 10 fl.
JOB NO. I A REVISED PER FIELD REQUESTED HPH M2
_.... .._ 380
8" PVC SEWER
LF 4 DI CL 52_.. 370
PVT. ACCESS FINISH GRADE @ PVT. ACCESS
CENTERLINE CENTERLINE... 360
oa � MMCCI
Mm m Mm ch Mm Mm „lm Mon M..
350
10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40
VENTICAL: NAVD 1988
HORRONTALNADS8611991
(i
DATUM
BONE IN H�
Ai NI LL $OPLP I
IF NOTONE INCH
SCPIEACCOROINGLY
AS -BUILT
CITY OF
RENTON
Planning/Building/Public Works Dept.
• 1 D
Know what's below.
Call before you dig.
W-416201 R-416206
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CENTRAL ISLAND SHORT PLAT
8E15-2021
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3413 NE 7TH STREET
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FELDBWK
RENTON, WA 98056
PAGE:
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WA1
WATER PLAN AND PROFILE
AND NOTES
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