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SE 132ND STREET - PUBLIC SANITARY SEWER EXTENSION
A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 14, TWP 23N., RGE. 5E,, W.M.
NOTE: INSTALL CATCH BASIN EX. SSMH 1, 48"0 ./SOLID LOCKING LID , 7 44+% CITY OF RENTON KING COUNTY WASHINGTON
INSERTS AT THE FIRST SET OF STA: 4132 -?�, 8:49 LT 37•LF 8 "0 SS ®h44%
CB'S TO THE WEST IN THE PAVED RIM = -ie5..9fr 4-6e -o9 SDR35 ASTM D3034 - S.
TRAVELED WAY. IE ='97-58 8 "0 IN (SE) q�4.4+ SAWCUT EXISTING ASPHALT. AND
SSMH 11, 48 °0 w SOLID LOCKING LID IE =9;,48 EX. 8 "0 OUT (W)d -59 REMOVE ASPHALT PAVEMENT
CORE DRILL EXISTING SSMH STA: 2+88:+$ 5.72& RT TYP
12" CONC. FIFE =-� AND RECHANNEL SSMH RIM t 406:96 (MATCH GRADE) (TYP)
IN PERT -10336 \ IF NECESSARY IF = 99.10 8 "4 IN (ENE) PER KING COUNTY ROAD STANDARDS (KCRS)
IE = 98.88 8 "0 OUT (NW) SECTION 8.03(2)c. (TYP) CONSTRUCTION LIMITS (TYP)
STA: 2 +09.35, 5.33 LT = p
IE= 98.17 (0 STUB) TAX LO.T .NO. 142305 -900,J =
^ / \CAP AND ADD 2°x4° (TO IE) TO INDICATE -- I
LOCATION OF SERVICES 1
t -- — s — S
1 +23.84
CONC.
INTX STA 2 +00.00, 0.00 RT SE 32ND ST.
= STA 10 +00.00, 0.00 RT, 152ND AVE. SE
CAUTION: PROCEED WITH CAUTION IN THE -
PROXIMITY OF THE EIXTSING
WATERMAIN FITTINGS AND POSSIBLE
TRUST BLOCKS.
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MAINS` STA: 4 +10.05 STA: 4+90.02
14 LF �K IE= 106.21 (1) MAIN] IE= 109.29.(® MAIN)
\ FOUND RE
-
TCH' FADES � \ WW /CAP, LS #1766
3f1.24 3g0/
2.53' N18'03'04
IF 8 "0 SS @-,
SCALE 1 " = 20'
20' 0 10' 20' 40'
6m m
SSMH 248 °0.w SOLID LOCKING. LID
STA: x+68:99, 8:25�RT 5 +rap.3f� 4,�f1 RT
RIM f i22: -1�, (MATCH GRADE) 484:66
IE = 1.1 2.19 8.0 IN:.(E)(KNOCKOUT) 474,o/
IE = 112,.89. 8 "0 OUT (W) -4-7$,91
1ITE T2M:
/ NAIL IN PP
EL= 122.32
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INVERT- 107.2s 7 4 +12A
STA: 4410:95, 3aFr9BI RT
SIDE SEWER
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SE 132ND STREET - PUBLIC SANITARY SEWER EXTENSION
A PORTION OF THE SE 1/4 OF THE NW 1/4 OF SEC. 14, TWP 23N., RGE. 5E,, W.M.
NOTE: INSTALL CATCH BASIN EX. SSMH 1, 48"0 ./SOLID LOCKING LID , 7 44+% CITY OF RENTON KING COUNTY WASHINGTON
INSERTS AT THE FIRST SET OF STA: 4132 -?�, 8:49 LT 37•LF 8 "0 SS ®h44%
CB'S TO THE WEST IN THE PAVED RIM = -ie5..9fr 4-6e -o9 SDR35 ASTM D3034 - S.
TRAVELED WAY. IE ='97-58 8 "0 IN (SE) q�4.4+ SAWCUT EXISTING ASPHALT. AND
SSMH 11, 48 °0 w SOLID LOCKING LID IE =9;,48 EX. 8 "0 OUT (W)d -59 REMOVE ASPHALT PAVEMENT
CORE DRILL EXISTING SSMH STA: 2+88:+$ 5.72& RT TYP
12" CONC. FIFE =-� AND RECHANNEL SSMH RIM t 406:96 (MATCH GRADE) (TYP)
IN PERT -10336 \ IF NECESSARY IF = 99.10 8 "4 IN (ENE) PER KING COUNTY ROAD STANDARDS (KCRS)
IE = 98.88 8 "0 OUT (NW) SECTION 8.03(2)c. (TYP) CONSTRUCTION LIMITS (TYP)
STA: 2 +09.35, 5.33 LT = p
IE= 98.17 (0 STUB) TAX LO.T .NO. 142305 -900,J =
^ / \CAP AND ADD 2°x4° (TO IE) TO INDICATE -- I
LOCATION OF SERVICES 1
t -- — s — S
1 +23.84
CONC.
INTX STA 2 +00.00, 0.00 RT SE 32ND ST.
= STA 10 +00.00, 0.00 RT, 152ND AVE. SE
CAUTION: PROCEED WITH CAUTION IN THE -
PROXIMITY OF THE EIXTSING
WATERMAIN FITTINGS AND POSSIBLE
TRUST BLOCKS.
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v11W
MAINS` STA: 4 +10.05 STA: 4+90.02
14 LF �K IE= 106.21 (1) MAIN] IE= 109.29.(® MAIN)
\ FOUND RE
-
TCH' FADES � \ WW /CAP, LS #1766
3f1.24 3g0/
2.53' N18'03'04
IF 8 "0 SS @-,
SCALE 1 " = 20'
20' 0 10' 20' 40'
6m m
SSMH 248 °0.w SOLID LOCKING. LID
STA: x+68:99, 8:25�RT 5 +rap.3f� 4,�f1 RT
RIM f i22: -1�, (MATCH GRADE) 484:66
IE = 1.1 2.19 8.0 IN:.(E)(KNOCKOUT) 474,o/
IE = 112,.89. 8 "0 OUT (W) -4-7$,91
1ITE T2M:
/ NAIL IN PP
EL= 122.32
P
..
/
INVERT- 107.2s 7 4 +12A
STA: 4410:95, 3aFr9BI RT
SIDE SEWER
PR OR
\
_ — — — .— —
-` 4+11.71; 7.t Kf
—,
c
R/
-: , � -,.
:.' W -
.. � -
Raw
0 ESP
I
EXI ROW LINE
2 CONC PIPE ,—EXISTING
-. , - -- . - -.- -_ -
-- - -
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5 +00
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/ NPERT 72027
6 +78.79
.. STA: 4i- 9&82;_RT
SIDE SEINER \
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:_SE'
132ND STREET
: (NORTH AMERICAN VERTICAL DATUM OF 1988
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INVERT- 107.2s 7 4 +12A
STA: 4410:95, 3aFr9BI RT
SIDE SEWER
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FENCE COR. IS'.
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VERTICAL DATUM
NAVD -88
12” CONC. PIPE
I
32.653 LF 6 "02 -BD% -. 1.57 -��
_-,. -�' „..
26'97. & 1 0'E.
\.
.. STA: 4i- 9&82;_RT
SIDE SEINER \
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-'=
: (NORTH AMERICAN VERTICAL DATUM OF 1988
-
tNPERT- 109.01
'. .
IE ==195:51 (® STUB) -- ' '
OF PROP. COR. �..I
I ,x:513& -LF 6 "0 �BB� 2 83%.
IE-i84 (@ STUB)
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-'
PER KING COUNTY. DEPARTMENT OF PUBLIC
WORKS
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FENCE IS 0..6 ".W
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OFPROP. LINE
- BENCHMARK
THE ELEVATIONS AND CONTOURS SHOWN HEREON
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ARE BASED UPON JA PROJECT SPECIFIC ASSUMED
DATUM, AND ARE NOT RELATED TO ANY
PUBLISHED VERTICAL CONTROL NETWORK.
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:..MIN. FF 'N
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MIN.
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= I
ELEV -1120
ELEV =115.0
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SET AN ONSITE TEMPORARY BENCHMARK: NAIL
IN W. SIDE OF PP. NEAR NE:. PROP. CORNER.
770,.
FEETATION - 122.32
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