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INSTALL NEW 12° Dl. WATER AMAIN /N UNION AVE NE. ACCESS STA 1 +9.0, 5.3 RT.=
a THE CITY OF RENTON WLL REIMBURSE 7HE SSMH14 46 -0 132ND AV. STA 1119.75, 9.0 RT.
SSMHf3 48'0
ACCESS STA. 0 +95.1, 5.017. = SSMH #5 48"0
132ND AV. STA. 11 +19.7, 5'LT. 132ND AV. STA.
12150.0, 5.0'17.
132ND AV. STA. 12 +64.0, 9'RT.
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- CONTRACTOR FAR MATERIALS COST OF OVERS/Z/NA
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132ND AV. STA 12'x 8' TEE (M✓xFL)
10 +00 0, 5.0'LT 12° GAT£ VALVE (MJ)
RIM £L(! 395 8' GATE VALVE (FLxM✓)
IM ELV. 381.7
RIM ELV. 367
INV. ELV. 372.35 360
INV. ELV
12 "0 VERTICAL CROSS MJxFL
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EX. FIREHYDRANT
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GRAVITY SAN. SEWER EXTENSION
NEW SS MANHOLE t 20LF CAVITY
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STA 7 +25, 16' RT. A KING COUNT 1
EX /ST. 8" CAP R.O.W.— PERMIT IS NEEDED
PROP. 8" SYSTEM CONNECTION TO PERFORM T E WORK
SEE DETAIL, SHT B. M
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PROPOSED SAN ?RRY
SEWER PUMP STATION
DESIGN BY OTHERS
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8° SOLID SLEEVE,
ON 132 A VE SE.
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8 °x 12 ° INCREASER
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2 BLOWOFF &
L_STA 7 +16, 16' RT.
CONC. BLOCK.
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EXST. B" GATE VALVE
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EXIST. 8'x B TEE,
8" GATE VALVE
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16'
3'
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RIM EL = 436.03'
INV EL = 431.63 - 8" £
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GRAPHIC SCALE
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9 FO CON T/Nb TION
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6 31
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( IN FEE
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1 inch = 3
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STA 5
03.25, 14.3'RT.
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EX. 8
GATEVALVE
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410
STA 6t
0, 26 RT.
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EX. 6° FlR
HYDRANT
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7-r 13, 16 RT.
T. 8 "x 8" TEE,
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STA. 7 +25,
EX. 8' CAP
16' RT.
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12 "0 VERTI
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AL CROSS (M✓xFL) ST
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EX. TIE
+00, 16'RT.
EXST.
+16, 1
8' GATE VALVE
8" SOLID SL
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EVE,
1 -12 PLUG M✓ W.
( )
" PERM. BLOWOFF, KNG
CONC. BLOCKING
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8 z 12" lNC
EASER(MJxMJ)
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390
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W. TEMP. C
Btoworr
CRETE BLOCKING
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SEE DETAIL,
SHI. d
SSMH
448 "0
7795
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FIRE HYDRANT ASSM
Y.
STA
10 +00.
50'LT.
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380
WITH CONC. BLOCKI
STA 3 +37.25; 23.3'
RT.
INV.
ZV 95
LV. 388
SS
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STA 11109.
5, 9'RT.
3�9
6 "x 6" DL TEE
W. CONC. ' BLOCK.
P
8
OP. 12-x 8 ul.. 1L
DL GATEVALVE EAS
MJx L ,
(FLxMJ)
75
72 m O7
0
370
6" GATE VALVE
W. CONC.
LOCKING
SSMH #3 48'0
fly 73
3'
3L r 8 %pV
COl FR
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STA 11 +
INV. RIMELELV 372.35
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VAN
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360
SMH 5 48 0
> ° °t1
STA. 12"50.0,
5.0'LT.
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DATUM'
E'LEV
RIM EL V. 367
35500
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NV. ELV. 360
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[EXPIRES 7/12/00 .
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5 +00 6+00 7 +00 Bt00 9 +00
wM -ate: or
10100 11 +00
]2100
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ROLL # 167 1041 u
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