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SCALE IN INCHES / FEET _ m _ dL a a a — S
ROTI-'rl I LL
Roth Hill, LLC Tel 425.869.9448 www.rothhill.com
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004
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45274
�EGISTF,
�SSIONAL
NO. I REVISION
SURVEYED:
MJL
DESIGNED:
ELB/LDS
DRAWN:
CHECKED: BY DATE APPR APPROVED:
SCALE:
AS NOTED
ONE IN
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
e
CITY OF
RENTON
Planning/Building/Public Works Dept.
1� BR0�9
41;10
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�SSIONAL
FOR CONSTRUCTION
RECORDS ONLY
REVISED TO INDICATE
CONSTRUCTION RECORDS
REVISED BY: TERRY VAN WECHEL
DATE: JULY 20, 2012
CONTRACTOR: SHORELINE CONSTRUCTION
THESE CONSTRUCTION RECORD DOCUMENTS HAVE
BEEN PREPARED BY ROTH HILL, LLC. MOST FIELD
INFORMATION PROVIDED BY OTHERS. ROTH HILL HAS
NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS
OF INFORMATION PROVIDED BY OTHERS AND SHALL
NOT BE RESPONSIBLE FOR ANY ERRORS OR
OMISSIONS THAT MAY BE INCORPORATED AS A RESULT
OF ERRONEOUS INFORMATION PROVIDED BY OTHERS.
NOTES:
1. ALL DUCTILE IRON PIPING AND FITTINGS SHALL BE CEMENT
LINED CLASS 52 EXCEPT FOR FLANGED SPOOLS (CL. 53) OR
WHERE OTHERWISE NOTED ON DRAWINGS. ALL DI PIPING AND
FITTINGS WITHIN WET WELL SHALL HAVE EPDXY COATED
EXTERIOR PER SPECIFICATIONS.
2. BACKFILL AROUND STRUCTURES AND WITHIN 5' OF STRUCTURES
SHALL BE SELECT MATERIAL COMPACTED TO 95% PER ASTM
D1557.
3. ALL CONCRETE SUPPORTS TO BE FORMED.
4. ALL PIPE PENETRATIONS IN WET WELL, OVERFLOW STORAGE
VAULT, AND VALVE VAULT SHALL USE LINK SEALS UNLESS
OTHERWISE APPROVED. KOR—N—SEAL BOOTS SHALL BE USED
FOR PIPE PENETRATIONS IN MANHOLES. ALL PENETRATIONS
SHALL BE MADE WATERTIGHT.
5. ALL MECHANICAL JOINT FITTINGS SHALL BE RESTRAINED
w/MEGALUGS.
6. WET WELL, OVERFLOW FACILITY & VALVE VAULT SHALL BE
COATED INTERNALLY AND EXTERNALLY PER SPECIFICATIONS.
7. CORE DRILL ELECTRICAL & TELEMETRY PENETRATIONS IN
FIELD AS REQUIRED.
8. FOR EACH HATCH, PROVIDE ROLL —OUT SAFETY NET PER SPECS.
PROVIDE SS SAFETY CHAIN AT EACH OPEN END OF HATCHES.
STONEGATE
LIFT STATION REPLACEMENT
WET WELL AND OVERFLOW FACILITY PLAN
DATE:
6/25/2010
FIELDBOOK:
PAGE: