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Home My WebLink AboutS-271502N O O w V+ D QO mo o� 00 8Q LLJ (_5 � �a � cE all CIO E d � O II w B °g _ Bz� o JA n cn ~ z � i n 1'V J _ ry a w Y � a DU a ICI Q ry Vn z� w _J W (n Of z U r a O QO mo o� 00 8Q LLJ (_5 � �a � cE all CIO E d � O II w B °g _ Bz� Z i"91 O � !� _,. 5; MOVE __ - _ { AND SIDEWALK r t i XI .G ASPH115 J SAWCUT DOSING ASPHALT FOR SEWER E)CENSION - RESTORE PER C.O_R I TRENCH &.PAVING STANDARDS I I i 47—-- zo m� —�— EXIST- A HYDRANT //� n �" EXISTING DEAD �. �. z -rfi S1- ,I END WA -LINE 1 (CAST IRON OR STEEL) BY QTY ,OF G2 10N LJD_ YI'.1 Li I� x X SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE V STANDARDS AND SPECIFICATIONS OF THE CITY OF REN- LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLES APPROVED IN WRITING BY THE TRANSPORTATION DIVISIC 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL APPROVED BY THE TRANSPORTATION DIVISION 24 HOUR THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 `. NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTR PREPARED BY WASHINGTON STATE CHAPTER AMERICAN ASSOCIATION, LATEST EDITION (APWA) AND THE CITY 01 STANDARD SPECIFICATIONS. 4, ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE A AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY T TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAC DISTURBANCE. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUF BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NE( PERMITS PRIOR TO STARTING CONSTRUCTION ( INSPECTC ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIF aa INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEA AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFE 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIl' 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. S-471IS02 c,$UPE N y RECOMMENDED FOR APPROVAL 11332�cO l HY •! I 0 NSALfF1,' BY >:.7 in_m 11/30/98 BY UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY d"" ft I NOTE: before before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. you SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ®q � EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER - +{9 GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN e C HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1 -800- 424.5555 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1 -800- 424 -5555 C /J, �.- 27iSo2 o JA s m rn n n �o � a DU a Z i"91 O � !� _,. 5; MOVE __ - _ { AND SIDEWALK r t i XI .G ASPH115 J SAWCUT DOSING ASPHALT FOR SEWER E)CENSION - RESTORE PER C.O_R I TRENCH &.PAVING STANDARDS I I i 47—-- zo m� —�— EXIST- A HYDRANT //� n �" EXISTING DEAD �. �. z -rfi S1- ,I END WA -LINE 1 (CAST IRON OR STEEL) BY QTY ,OF G2 10N LJD_ YI'.1 Li I� x X SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE V STANDARDS AND SPECIFICATIONS OF THE CITY OF REN- LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLES APPROVED IN WRITING BY THE TRANSPORTATION DIVISIC 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL APPROVED BY THE TRANSPORTATION DIVISION 24 HOUR THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 `. NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTR PREPARED BY WASHINGTON STATE CHAPTER AMERICAN ASSOCIATION, LATEST EDITION (APWA) AND THE CITY 01 STANDARD SPECIFICATIONS. 4, ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE A AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY T TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAC DISTURBANCE. 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUF BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NE( PERMITS PRIOR TO STARTING CONSTRUCTION ( INSPECTC ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIF aa INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEA AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFE 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIl' 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 13. DATUM SHALL BE CITY OF RENTON U.S.C. AND G.S. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. S-471IS02 c,$UPE N y RECOMMENDED FOR APPROVAL 11332�cO l HY •! I 0 NSALfF1,' BY >:.7 in_m 11/30/98 BY UNDERGROUND SERVICE (USA) AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY d"" ft I NOTE: before before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. you SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE ®q � EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER - +{9 GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN e C HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1 -800- 424.5555 NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG: 1 -800- 424 -5555 C /J, �.- 27iSo2