HomeMy WebLinkAboutS-045501GENERAL NOTES.
PIPE : 6 "6 8" ASTM C -14 EXTRA (COt:'CKETE)
6 "5 B" ASTM C- 2r-65T- (L;Lr. j
6 "& 8" CLASS 2400 (ASBESTOS CEM)
V& 8" PVC D- •3034, SUR 35 WITH ELASTOMERIC ,LINTS AND
BEDDING TO TOP OF PIPE.
ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF CITY OF RENTON AND APPLICABLE PORTION OF THE
LATEST EDITION OF THE APWA STANDARDS AND SPECIFICATIONS.
MINIMUM SLOPE FOR SIDE SEWER IS 2%.
ALL SIDE SEWER STUBS SHALL BE EXTENDED TO PROPERTY OR EASEMENT
LINE AND MARKED WITH A 2 "X4" STAKE, PAINTED WHITE AND MARKED
"SEWER" AND DEPTH.
MANHOLES SHALL BE STANDARD PLAN NO 34 WITH ECCENTRIC CONES AND
SINGLE 1" LIFT HOLE IN CAST IRON COVER FITTED WITH 3/4 0 X 2 1/2"
GALVANIZED CARRIAGE BOLT WITHG BURRED END TO RESTRAIN NUT.
ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE, AND IT
SHALL BE THE CONTPACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL
NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION.
ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE WASHINGTON
INDUSTRIAL SAFETY AND HEALTH ACT (WISHA). '
INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY IN
ADVANCE OF BACKFILLING ALL CONSTRUCTION. BACKFILL FOR STREET
CROSSINGS SHALL BE 5/8" MINUS CRUSHED ROCK.
Plrn BEDDING SHALL BE PEA GRAVEL UNLESS OTHERWISE NOTED AND IN
ACCORDANCE WITH LATEST EDITION OF APWA. FILL MATERIAL PLACED ABOVE
PIPE SHALL BE COMPACTED TO 952 DRY DENSITY.
SIZE SEWER STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME
THE MAIN SEWER LINE -IS TESTED.
NEW CONSTRUCTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UNTIL
UPSTREAM CONSTRUCTION IS FINISHED, TESTED, CLEANED AND ACCEPTED.
ALL CONSTRUCTION DEBRIS AND WATER SHALL BE REMOVED PRIOR TO
OPENING THE SEAL.
TV INSPECTION OF TILE LINE IS REQUIRED
MH TO BE CORE DRILLED.
LvT /2
AS -QUILT
THIS AS- BUILT HAS BEEN PREPARED FROM
ACTUAL FIELD MEASUREMENTS AND INFORMATION
FROM CONTRACTOR.
C. E. B L. S.
DATED 12—IP-159817
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3
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CITY OF REN'T'ON
DEPARTMENT OF PUBLIC WORKS
HOLMQUIST- SANITARY
- °SEWER � EXTENSION
GNED -C%• DATE � ®� FILE NO._
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