HomeMy WebLinkAboutTED4001759.1���1E1�6IlQLv�_EQB__�I4BM__Q�fil��-_BLID_ _A�II®R_Y_._�EkLE-LL
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY
WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, 1981
(APWA) AND CITY OF RENTON STANDARDS.
2. CONTRACTOR SHALL PROV IDE AND MAINTAIN TEMPORARY
SEDIMENTATION/COLLECTION FACILITIES TO INSURE THAT SEDIMENT LADEN
WATER DOES NOT ENTER NATURAL DRAINAGE SYSTEM. THESE FACILITIES MUST
BE IN OPERATION PRIOR TO CLEARING AND CONSTRUCTION AND MUST BE
MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND THE
POTENTIAL FOR ON -SITE EROSION HAS PASSED.
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND
CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE.
4. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED
PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING
CONSTRUCTION. ( INSPECTION WILL BE ACCOMPLISHED BY A
REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE
OF BACKFILLING ALL CONSTRUCTION.
5. STORM DRAIN PIPE SHALL BE CONCRETE, RUBBER GASKETED ASTM C14, CL.2
OR ASTM C-76-11 OR 16 GA. GALVANIZED STEEL TREATMENT 1 ASPHALT
COATED OR 16 GA. ALUMINUM HELICAL CORRUGATED METAL PIPE WITH
WATERTIGHT CONNECTING BANDS.
6. BEDDING FOR STORM DRAIN PIPE SHALL BE CLASS "B" PER APWA STANDARD
PLAN NO. 62 (PEA GRAVEL FROM 4 INCHES BELOW PIPE TO SPRINGLINE FOR
PIPES 27 INCH AND SMALLER AND FROM 6 INCHES BELOW PIPE TO
SPRINGLINE FOR PIPES 30 INCHES AND LARGER.)
7. TRENCH WIDTH SHALL BE 40 INCH MINIMUM OR 1-1/2 TIMES THE PIPE
DIAMETER PLUS 18 INCHES WHICHEVER IS GREATER. BACKFILL SHALL BE
PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN 6 INCH LAYERS COMPACTED
TO 955% OF MAXIMUM DENISITY.
8. TYPE 1 CATCH BASINS SHALL BE APWA STANDARD PLAN NO. 52, TYPE 1-C
WITH APWA STANDARD PLAN NO. 49 FRAME AND GRATE AND TYPE 60 OUTLET
TRAP. TYPE'II CATCHBASINS SHALL BE APWA STANDARD PLAN NO. 55, TYPE
1 1 -C WITH THE SAME FRAME AND GRATE w OUTLET TRAP ,
9. CONTRACTOR IS S 0 L E Y RESPONSIBLE FOR THE MEANS, METHODS AND
SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS
ON THE CONSTRUCTION SITE.
10. SANITARY SEWER PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C14-CL.3
OR ASTM C76-11 OR POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
3,03 4 .
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