HomeMy WebLinkAboutS-323532SCALE IN FEET
V -141b
NOTE: CONTRACTOR SHALL FIELD LOCATE EXISTING
BUILDING SEWERS TO DETERMINE SIZE, TYPE
AND LOCATION AND CONNECT AS REQUIRED.
CLEANOUT
RIM=356.28
=349.33 (8" PVC)
41
PUMP CHAMBER (APPROX.)
SEPTIC TANK (APPROX.)
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V40 25LF-8"
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CLEANOUT
RIM=357.46
[E=349.33 (8- PVC)
NOTE: SIDE SEWERS ARE SHOWN BASED ON
SURVEY INFORMATION AND/OR AS
DETERMINED FROM THE CCTV INSPECTION.
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CLEANOUT (TYP)
PVC 0 2% MIN. SLOPE
c� 26LF-8 0 0.0040
N,
RICHARDSON
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SEPTIC TANK (APPROX-)
-5-'\ Z—PUMP TANK (APPROX.)
DUNCAN
FIELD REP:_
REVISED BY:
DATE:
'I i1a 5,
=9
MARK WETHERBEE
'z_"RIAN WOLF
MARCH 10, 200•
O
Roth Hill Engineering Partners, LL C SURVEYED: SCALE:
04 ROTH HILL ENGRS VERTICAL NAVD 1988
1�1 HORIZONTAL NAD 1983/1991
2600116th Avenue NE#1 00 SCALE DESIGNED: 1 "=20' CITY OF
20 0 20 40 EJW/SKS
Bellevue, Washington 98004 DRAWN: RENTON
ffmmmmli DSH ONE IN
CHECKED:
RothHill Tel 425.869.9448 FEET r AT FULL Planning/Building/Public Works Dept.
r ---------- I BPW IF NOT ONE INCH
1 INCH = 20 FT SCALE ACCORDINGLY
Fax 425.869.1190 NO. RE\�SION BY DATE APPR APPROVED:
5- 313532
1011401"AMO-Immot MIN] -
,1 14 :