HomeMy WebLinkAboutWWP2703235.22LJ
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\ I ` IN \ \ \ I �\ �� ELECTRICAL VAULT \
�N, CATCH BASIN TYP
CTR =453.41'
\ ATC1;i BASIN TYPE\1 \ WATER DLEVEL=44�
\ \ 4S 12
TR LI 450 32'
I 1 \\ \ \ 0 12" CP CI
)=44446.9' \\
18" C (S)=446.9' \ -CATCH BASIN TYPI
\ \ \ 24 EP (N)=46.�9 R LID=450.74'
\ \ \ I1`(W)=447.1'
— — \ TO OF NU A VAULT RIE 127-\CUP (E)=
'E 1 CATCH BASIN TYPE 1 x ICULVERT \ I EL= 450.2' EL
CTR LID=439.21' \\ I \\ IE 30" CPEP=441.28' ( \\ \ ® Z I i `-, ELE C(
3� IE 12" (S)=436.4' \ 1 ` I \ \ \ ` _ — — — UTI ITY VAU T \ — 3 OVE GRAD
CULVERT
IE 18" CMP=446.60' CATCH BA TYPE 1
CTR LID=4 0.06'
Rao \ \ \ — — — — \ IE 12" CIP (N)=44 .
all
IGE UGE UGE UGE \ UG UGE I UGE U T — _ _ SD SD
_ _ \
SSMH #17A // // EDGE OF ASPHALT/ - 160TH AVE SE ,
EDGE OF ASPHALT
W W W W N/ W
W \ W W W �W — — — — — _ W _ _
\ \ N\ 00 _---------
\ \ \ \ \\ ® \ \ \\ / / / TOP OF NUT ON
o o o \ N
67' \ \ \\ IE 30" CPEP=43'. IE 30 CPEP=440.44n \\ \ /
\ \ \ \ / � — 1-1 WATER VAULT
1 \ CULVERT ULVER CULVE T CULVERT) / CULVERT
IE 18
/ \ IE 30" PEP=439.74' E 18" CIP= \ IE 18" CIP=442.82' " JE-T8__C1P=445.94'
/ IP=444.95 � TOP OF NUT
` o / \ EL=445.1'
\ C z
= m W 1 I / I \ ( ELECTRICAL CABINET
N_ ? \\ I 16" SIDE SEWER STUB —ELECTRICAL RISER
M \ I (TYPICAL) / / I 1 \ TOP OF NU
EL=446.8'
SEWER MANHOLE
CTR LID=450.26'
z 1' BELOW RIM TO
\ STEEL LID BOLTEE
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— — — — — — — — — — — — — -
---------------------------------
W W
0
PIP
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SEWER MANHOLE I
CTR LID=450.02' � I
LVER
CTR STRUCTURE 1 W IE 18" C =449
12" PVC (W,N)=4�9.8' J1
I I CULVERT
/ I I 18" CIP=44
/ I
450........................:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:.........:..........................-------- ............------.450
- - - - EX. - k0AD CF-NTRLINE
------.................----------......--------------...............................
GROUND
:
. . . . . . . . . . . . .
440.....................:-........:----.....:---------_---------:-------..:-........:.........:.........:.........:......---:-........:.........:......---:.........:...-----.:..................................--- ...---- _ .--------..:..........------............440
- - - EX. SSMH -
................................................. ............... :....... D D 7 - - :.........:.. - - - N 177095 -
-----------------------------------------.
453 LF OF 10„ PVC � 2D - - - � - - - - - - - - E-1-32-0'57 5:20- :
- - RIM = 450.02
IE 10" PVC (N)=439.80
IE 10" PVC (W)=439.80 -
E10PVC
430...................................... _......---------_-------..........--_--------- ...... .............--- - Nn...:........ 430
PL U PIPE TO � WEST A
MH #1 i A - - - - - - - = = = = = = : RECHANNEL MANHOLE TO
N 176639.01 = = : : : : FLOW SOUTH
E 1320511.10 -
............................................................................................................................................................................... ------...........----------------..........------...........---------..............---------.................------
: : NEW 48" MH
RIM = 440.3+
1E 10" S = 430.09 :
420................................. N.. 430....1019 ......................----.........................------......---...........................................---.................................. 420
HORN
Wqs�/��� I r
SUS. SCAM
°DH :: �.3- CITY OF CENTRAL PLATEAU
°RAC JDH owIl DATUM RENTON INTERCEPTOR, SECTION 2
CFIECIQD: AT FULL SCALE
DMC IF NOT OPlanning/Building/Public Works Dept. SEWER PLAN AND PROFILE
N0. REVISION BY DATE APPR � SCALE A''I`Y
LH
EXPIRES 8/21 /09
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