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INSTALL: STA. 10+00 WATERMAIN B = WATERMAIN C T/P 12" SD -36.31
STA. 23+36 (WATERMAIN C)
1-12"X 12" TEE ALL FL o (SEE SHT C 10 FOR PROFILE}
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INSTALL: STA. 10+00 WATERMAIN B = WATERMAIN C T/P 12" SD -36.31
STA. 23+36 (WATERMAIN C)
1-12"X 12" TEE ALL FL o (SEE SHT C 10 FOR PROFILE}
2-12 GATE VALVES (FLXMJ)
1-12" 11.25' BEND (FLxMJ)
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10 LF 12" D.I W ;�+ INSTALL: STA. 50+10
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CONCRETE THRUST BLOCKING
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WATERMAIN D
(SEE SHT C10 FOR PROFILE)
INSTALL: STA. 50+52
PIV1-1 x 1 UT -IN TEE ALL FL
8 42 LF 12" D.I W / �'' , 3-12" GATE VALVES (FLxMJ)
Q 2-12 SLEEVES (MJxMJ)
3 CONCRETE THRUST BLOCKING
(PER DETAIL 300.4 ON SHT C 17)
29 LF 12" D.I W INSTALL: STA. 30+15
1-12 22.5' BEND (MJxMJ)
CONCRETE THRUST BLOCKING
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INSTALL: STA. 29+72
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INSTALL. STA. 29+56
1-12"X6" TEE (ALL FL)
P NiER VAULT 1-6" "GATE VALVE (FLxMJ)
1-12 GATE VALVE (FLxMJ)
1-12" ADAPTOR (FLxMJ)
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1 -FIRE HYDRANT ASSEMBLY
CONCRETE THRUST BLOCKING
INSTALL: STA. 28+67
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CONCRETE THRUST BLOCKING
2" AlR/VAC A$SEM Y INSTALL: STA. 28+33
(( 1-12" 45' BEND (FLxMJ)
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SSMH
EX. 16 W RIM=42,38'
24" CONC I.E. E=31.48*
i 24" CONC I.E. W=311 38$
NEATER �
j' ANHOL SAWCUT, REMOVE AND REPLACE EX. CONCRETE PAVEMENT
IN-KIND AS NEEDED FOR UTILITY CONSTRUCTION.
WATER 'SALVE CONCRETE SHALL BE SAWCUT AT NEAREST JOINT AND THE
WATER VALVE ENTIRE CONCRETE PANEL SHALL BE REMOVED AND
EP EPOR WELL
#10
RIM=39.23± ME
IE= 31.43 (8" N)
IE=31.05± (24" E,W)
CUT EX. 24" PIPE FLUSH W/
INSIDE WALLS OF NEW MANHOLE
O1 CONTRACTOR TO FIELD VERIFY HORIZONTAL AND
VERTICAL LOCATION OF UTILITIES. NOTIFY ENGINEER
OF ANY DISCREPANCIES.
O CONTRACTOR TO COORDINATE WITH PLUMBING
PLANS FOR BUILDING CONNECTION.
02" DOMESTIC METER W/RPBA PER CITY OF RENTON
STD. PLAN N0. 350.20.
4O 1" IRRIGATION METER AND DCVA.
O CONTRACTOR TO POTHOLE EXISTING STORM PIPE AT
CROSSING PRIOR TO ANY SANITARY SEWER WORK.
NOTIFY BCE OF TOP AND BOTTOM ELEVATION OF
EXPOSED STORM PIPE.
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