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1-6" GATE VALVE (FLxMJ)
1-6" 45' BEND (MJ)
EXST. CB, TYPE
STA: 4+76.52
RIM= 279.0
IE= 276.2 12"0 CONC OUT (SE)(ASBUILS
IF= 276.2 12"0 CONC IN (NW)(ASBUILT)
EX. 12"0 CONC
EX. 12"0 CONC -�
STA: 4+84.16, 16.14' RT S
1-8"x8" CUT -IN TEE (FLxFL I
3-8" GATE VALVES (FLxMJ)
2-SOLID SLEVES (MJ) OR RO-MAC CQY�PLIN
2-45° BEND (MJxMJ)
3-CONC THRUST BLOCK
EXST. FIRE HYDRANT ASSEMBLY
STA: 4+84.23, 22.35' RT
STA: 4+93.85, 12.29' RT
1-45' BEND (MJ)
EXST. CB, TYPE 1
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2-45' BEND (MJxMJ) 275
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EX, 12"
270
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14 LF 8"0 DI CL 52 WM
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STA: 4+97.04, 6.37' RT
1-8" 45' BEND (MJxMJ)
1-8"x8" VERTICAL CROSS (MJxFL)
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A PORTION OF THE NE 1/4 OF THE NE 1/4 OF SEC. 8, TWP 23N., RGE. 5E., W.M.
LLJCITY OF RENTON, KING COUNTY, WASHINGTON
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(E)
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N I z I THIS SHEET. I 1-8"x6" TEE MJxFL
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x I X I STA: 4+97.04, 6.37' RT 1-6"0 GATE VALVE (FLxMJ) ,
w I w I 1-8" 45° BEND MJxMJ 1-5 LF 8"0 DI SPOOL STA: 7+77.30 25.57 RT
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1 1-TEMP THRUST BLOCK EXISTING FIRE HYDRANT ASSEMBLY
S 1-CONC THRUST BLOCK TO BE REMOVED AND NEW HYDRANT
� INSTALLED ON 8"� DI WM.
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OUT (S)(ASBUILT)
IE=
274.2
12"0
PVC
IN (NW)(ASBUILT)
IE-
274.5
12"0
CONC IN (N,E)(ASBUILT)
IE=
275.8
6"0
CONC
IN (SW)(ASBUILT)
EXST. CB, TYPE 1
STA: 5+34.43
N RIM± 278.0
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EXST. CB, TYPE 1
STA: 6+35.08
RIM± 276.7
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(ASBUILT)
STA: 7+77.30, 25.57' RT -
1-FIRE HYDRANT ASSEMBLY
W/STORTZ FITTING
4 LF 8"0 DI CL 52 WM
EXST. CB, UNKNOWN
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STA: ±6+35,
21.5' LT (UNLOCATES
STA: 7+73.54, 13.43' RT
RIM± 277.0
1-6"x6"
CUT -IN TEE (FLxFL)
IE= 6"0 CONC
IN (W)(ASBUILT)
1-8"x6"
TEE (MJxFL)
IE= 14"0 CMP
IN (N)(ASBUILT)
1-5 LF
8"0 DI SPOOL
IF= ±18"O SD
OUT (S (NOT
2-6"0 ROMAC COUPLINGS
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6+40
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7+60
SEE SWEET C9
1
X. SSMHj #1
29L 4"0DICL52WM
STA: 7+85.55, 13.73' RT
1-8" CAP (MJ)
(FINAL CONNECTION)
STA: 7+80.69, 13.61' RT
1-8"x4" CUT -IN TEE (FLxFL)
1-4" GATE VALVE (FLxMJ)
1-8"x8" VERTICAL CROSS (MJxFL)
2-8" BLIND FLANGES
1-8" PLUG (MJ) W/2"TAP & TEMP BLOW -OFF
1-4" 45° BEND (MJxMJ)
1-TEMP THRUST BLOCK
2-CONC THRUST BLOCK
SCALE 1" = 20'
20, 0 10, 20, 40'
W-3i94oZ
UTILITY CROSSINGS
SEE UTILITY CROSSINGS ON COMPOSITE UTILITY
PLAN SHEET C14.
BENCHMARK
BASIS OF ELEVATION CITY OF RENTON MON.
#57 NW CORNER SEC. 8, T23N, R5E, W.M.
ELEVATION=99.496 METERS=326.42 FEET
N 6510.450 CALC. = N56830.947 CITY OF RENTON
E 66068.649 CALC. = E398127.629 CITY OF RENTON
VERTICAL DATUM
NAVD-88
NORTH AMERICAN VERTICAL DATAM OF 1988
PER KING COUNTY DEPARTMENT OF PUBLIC WORKS
STA: 7+80.69, 13.61' RT
1-8"x4" CUT -IN TEE (FLxFL)
1-4" GATE VALVE (FLxMJ)
1-8"x8" VERTICAL CROSS (MJxFL)
2-8" BLIND FLANGES
1-8" PLUG (MJ) W/2"TAP & TEMP BLOW -OFF
1-4" 45° BEND (MJxMJ)
1-TEMP THRUST BLOCK
2-CONC THRUST BLOCK
STA: 7+85.55, 13.73' RT
1-8" CAP (MJ)
EX SSMH, TYPE 1 48"0
STA: 79+99,14, 8.44' RT
w/SOLID LOCKING LID
RIM= 275.7
IE = 265.50 8" IN (E)
IE = 265.50 8" OUT (N)
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
��✓'7� Date
koomov yk Date 1�6
Date/
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