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.0 8" PVC 0 1.49%
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SSMH #L. TYPE 1 MH 41
STA 21+99.57 (3.4' RT)
171.2 LF 12" PVC SS ® 0.81%
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CONSTRUCTION NOTES
O1 NOT USED
O2 CONNECT EXISTING PIPE TO NEW SEWER MANHOLE.
O3 NOT USED.
O4 NOT USED.
OS INSTALL 8 IN. DAM. SEWER CLEAN -OUT PER COR STD. PLAN
403.1
O PROTECT EXISTING SEWER, UNTIL NEW SS SYSTEM IS LIVE.
OREMOVE EXISTING MANHOLE AND EXTEND EXISTING PIPE TO
NEW MANHOLE
CALL 2 BUSINESS DAYS BEFORE YOU DIG Per'tee't
1 800 4 2 4— 5 5 5 5 206-436-0515 1 1-800-615-91
UTILITIES UNDERGROUND LOCATION CENTER 505 5th Avenue S, Suite 300
Seattle, Washington 98104
DEKO
aO
49442
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NW 1/ SEC 9, T 23 N, R 5 E, W.M.
SSMH #Q, TYPE/1 MH 4
STA 24+43.26 33.9' LT
50.6 LF 12" PVC SS ® 0.98%
SSMH #R, TYPE 1 MH 48"
NE 10TH ST STA 23+94.36 (21.0' LT)
SD
23
W 3 Q
—s-----SS-- —ss
108.1 LF 12" PVC SS 0 0.99%
SSMH S TYPE 1 MH 48"
STA 22+? (8.3' LT)
94.5 LF 12" PVC SS ® 1.337 W9
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GENERAL
GENERAL NOTES
1. THE CONTRACTOR SHALL POTHOLE ALL UTILITY CROSSINGS
PRIOR TO STARTING CONSTRUCTION OF THE PIPE RUN.
2.ALL NEW 12" SEWER PIPE SHALL BE C900 PVC.
SS
SANITARY SEWER PIPE
SD
STORM DRAIN PIPE
W
WATER LINE PIPE
— —SS— —
SANITARY SEWER PIPE (EXISTING)
— —SD— —
STORM DRAIN PIPE (EXISTING)
— — W — —
WATER LINE PIPE (EXISTING)
O
SANITARY SEWER MANHOLE
PIPE REMOVAL
O
CONSTRUCTION NOTE
esmxeoA JAIN
BE4N
: DE BOLDTN0. REVISION BY DATE AP4c
"rA D. DEKOEKKOEK
1 "=20'AT
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
KEY MAP
SCALE
20 0 20 40
FEET
RECORD DRAWING
THIS RECORD DRAWING WAS PREPARED USING
INFORMATION PROVIDED TO CONSULTANT AND
CONTAINS ONLY THE LEVEL OF DETAIL AS PROVIDED.
THE INFORMATION WAS NOT INDEPENDENTLY FIELD
VERIFIED. THE CONSULTANT DOES NOT WARRANT OR
GUARANTEE THE ACCURACY OR COMPLETENESS OF THE
INFORMATION SHOWN.
CITY OF RENTON
�.E 4/2016
SUNSET LANE NE IMPROVEMENTS
SS4
SEWER PLAN
46 ° 9,