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GENERAL NOTES:
A. MAINTAIN OPERATION OF EXISTING LIFT STATION DURING
CONSTRUCTION OF NEW LIFT STATION.
B. INSTALL 4" SSFM AND 8" SS PIPE PER WSDOT
STANDARD SPECIFICATIONS. BACKFILL WITH GRAVEL
BORROW PER WSDOT SECTION 9- 03.14(1).
C. RESTORE AC PAVEMENT PER DET 1 /C-05.
D. BACKFILL AROUND STRUCTURES WITH GRAVEL BACKFILL
FOR WALLS OR CONTROLLED DENSITY FILL PER WSDOT
STANDARD SPECIFICATIONS.
E. PROTECT EXISTING SHRUBBERY AND TREES UNLESS
OTHERWISE INDICATED.
KEY NOTES:
O1 POINT OF CONNECTION. LOCATION IS APPROXIMATE. CITY
PROVIDED POTHOLE DATA ON AUGUST 3, 2010 INDICATE 3'-5"
FROM GRADE TO TOP OF PIPE. NEW SSFM SHALL SLOPE
UPWARDS TO POINT OF CONNECTION.
O2 WATERLINE AND SERVICE METER TO BE SUPPLIED AND INSTALLED
BY CITY. SEE SPECIFICATION SUBSECTION 10.01110 FOR
ADDITIONAL REQUIREMENTS.
OSEE PROFILE FOR SSMH AND WET WELL CONNECTION AND
COUPLING DETAILS
4O PROVIDE NEW UTILITY METER AND TRANSFER SWITCH CABINET.
PROVIDE CONDUIT FROM UTILITY METER AND TRANSFER CABINET
TO NEW LIFT STATION CONTROL PANEL CONNECT TO EXIST
UTILITY TRANSFORMER SUPPORT ON EQUIPMENT SLAB PER TYP
DET 5300 SEE ELECT DWGS FOR FURTHER DETAILS.
OAC PAVEMENT RESTORATION LIMITS. SAW CUT MIN 1' -0" BEYOND
EDGE OF TRENCH UNLESS OTHERWISE INDICATED.
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RECORD DRAWING SITE AND PIPING PLAN
THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED SCALE: 1"= 20'
IN PART ON INFORMATION PROVIDED BY OTHERS FILE: 82356 - 010- 100.dwg
THIS DRAWING WAS PREPARED ONLY FOR THE
PROJECTAND SITE SPECIFICALLY IDENTIFIED ORIGINAL
HEREON AND IS NOT TO BE USED ELSEWHERE 1. RECORD DRAWINGS TJW 2/8/12: BMC sumfvea
® STAMPED BY PACE ENGINEERS, INC s" ` ��� iii
BRIAN M. CASEY ossK++en 1 " =2 °' �� CITY OF
Date 2�8�2012 9 /46632° JLS "" RENTON
�°xE °°I DATUM
BY IX RJN " " """^" Planning/Building/Public Works Dept.
NO. REVISION BY DATE APPR —1 srueemrnmmriv
BRIM
5- 355105
LAKE WASHINGTON BEACH
LIFT STATION REPLACEMENT
SITE AND PIPING PLAN
'k- 9: S -3S S7US-
SEPT 2010
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