HomeMy WebLinkAboutS-3685033
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2 %25 %= 236.72
`-S E= 236.62
A= 236.82
S 132ND STREET
SSMH
STA. 1+98.58, 7,23' RT
PER STD. PLAN 400.1
CB
RIM = 238.42
12 "ADS W= 234.49
12 "ADS E= 234.49
GRAVEL
EDGE
NE 13 -23 -4
I CB--\
RIM= 234.13
IE 12 "ADS W= 230.88
IE 12 "CMP NE= 231.43 CB
IE 12" ADS S= 230.73 RIM = 233.83
IE 12 "CMP E= 231.93
SDI IE 12 "CMP S= 231.93
GCB CB IE 12 "CMP E: - 232.21 "
�, IE 12 CMP W= 232.03
RAM =236 RIM= 234.67
,2 "ADS 4= 233.V2
!E ' 2"ADS W= 231.07 l
12„A DS E=233 02 !E 12 "ADS E= 231.07
,
rENCE GRAVE EDGE PITCH
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-SSMH BRICK AND ON CALL CORNER (F)(R1) SDMH
STA. 0 ♦1$,56 $,46' RT - CONC DRIVE 5 "HY 3 "MP ; RIM= 232.14
k C TRENCH OVERLAY
iE 12 "GONG N -- 228 24
PER STD. PLAN 400.1 �- --
SIDE SEWER M 0.4'CONC 5'HY
CONNECTION (TYP) cuRB
PER STD. PLAN 406.1 0 PASTURE
�
FOR CONTINUATION SEE SHT. 4
Oi SEWER CONNECTION LOCATIONS WERE
DETERMINED IN FIELD WITH PROPERTY
OWNER.
250
240
230
220
210
aoo
SSMH 06, 48wO
STA. 0+ 18.56
RIM = 239.65
SSMH E S A - $
RIM = 238.03
IE =225.33 W
IE =225,26 E
IE = 224.89 S
1+00 2 +00
Stantec
11130 NE 33rd Place, Bellevue WA 98004
phone: (425) 869 -9448 www.stantec.com
SCALE
20 0 20 40
(FEET)
1 INCH = 20 FT
N0.
REVISION
SURVEYED:
MJL
DESIGNED:
EJW /SMA
DRAWN:
SMA
CHECKED:
B Y DATE A P P R APPROVED
CONTRACTOR REPLACED TRAFFIC
BUTTONS AND FOGLINES (TYP)
IE 12 "ADS S= 227 74
SSMH
STA, 4 +54,30, 9.08' RT
PER STD. PLAN 400.1
3I Q
256 LF 8" PVC O 0.0050 FT/FT 18" MAN COVER
3 +00
SCALE:
1 " =20'
ONE INCH
r AT FULL SCALE
F NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL NAv'D 7988
HORIZONTAL NAD 1983, 1991
AL�s
DATUM
4 +00
5- 368503
t &0 CJY OF
,4R
RENTO��
Planning /Building /Public Works Dept.
_ I SSMH 059 48"0
S TA, 4 + 54,14
RI-M = 234.16
1E =226.54 W
REVISED TO INDICATE
CONSTRUCTION RECORDS
FIELD REP: PAT MILLER
REVISED BY: STEPHANIE M. ARD
DATE. 2/20/2015
CONTRACTOR: A ADVANCED SEPTIC SERVICES, INC.
8 "PVC PIPE: 436 L.F. SDR35
MANHOLES: 3-48 It CONCRETE
SERVICES: 1- SERVICE
SOUTH 132ND STREET
SEWER EXTENSION PROJECT
SEWER PLAN AND PROFILE
♦�S *ALlc
WA
■ ✓` �, 2 ■
�G R 38087 O �'
�CISTIE
10NAL
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CRD SHT. 3 OF 8
DATE
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PAGE
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