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Home My WebLink AboutS-299309S s� 4 i i I i i i a a i e o I I J I z 0 U) of w al W d wwp. z r- SANITARY SEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF -° RENTON STANDARDS FOR MUNICIPAL CONSTRUCTION AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. la o w 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE 210 -- LIMITED TO 8:30 A.M. TO 3: 30 P.M. ON WEEKDAYS UNLESS �I I z OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE F EXISTING GROUND DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 0 z \� / WATER CROSSING x 3 ALL CONSTRUCTION SHALL BE ACCORDANCE WITH STANDARD /// 00 PROPOSED GROUND I.E. = 199.16 z SPECIFICA- p �� o ¢ — — — — — WASH FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY — _ INGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, ¢ h — — LATEST EDITION (APWA) AND CITY OF RENTON STANDARD ? SPECIFICATIONS. 00 T ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE 2 AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR - !n1 DISTURBANCE - l' 5- A PRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL SS CROSSING _ BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION_ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY I.E. = 196.21 - - SS CROSSING PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE WATER CROSSING - I.E. = 191.90 ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). iT I E = 198 99 - SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOP. THE SAFETY OF WORKERS _ - AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS 401 00 41 +00 42 +00 ` DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. PROFILE - ALIGNMENT 'E' CON -COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER SCALE: 1" = 20' (H.), 1" = 5' (V.) STRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 2.30 _... _.. _.. _.. _... _. _._. _ _... 230... O V 10 W :2 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE oz EXISTING GROUND z PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, o PROPOSED GROUND n J MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO _.. __ _..,. _ _._., _ _... _. to ¢ 95 PERCENT OF MAXIMUM DENSITY- THESE COMPACTED LAYERS MUST +� - -- -i< EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO ¢ V) z THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER ¢ x _ — — PIPE SHALL BE THE SAME AS DESCRIBED. �-~ — — — — — ? n T — _ 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING 220 -. -- _. _.. — - -.. _..__. _...... ___. -_ - __._ - _- _. _. _.__.. - -._.. __. __.. \ -- - - 220 TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND ME WATER CROSSING ° q ME- CHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL I.E. = 212.83 WATER CROSSING BE NEAT LINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY r ER = 21SING MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND ___.. _.. COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. _ 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. SS CROSSING I.E. = 213.12 - 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 210 210 OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SS CROSSING 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PREPARED I.E = 212.36 FOUN- DATION STATE BRIDGE OF ASHINGTONESTANDARDTSPE SPECIFICATIONS ORHROADRANDT CON- STRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL 50 +o0 51 +0D 52 +00 53 +00 AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE PROFILE - ALIGNMENT 'F' SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SCALE: 1" = 20' (H.), 1" = 5' (V.) SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. SUFFICIENT DISTANCE TO ALLOW FOR 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) FINISHED CONNECTION TO EXISTING MAIN RUBBER GASKETED ASTM D 3034, SOD 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND TO MINIMUM 6 12 °x10' TAPPING TEE (MJxFL) EXISTING 12" D.I. INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED EXISTING 12" D.I. WATER MAIN I WATER MAIN AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I A VA TEMPORARY 10" 10" GATTE E VALVE (FLxM J) NEW 10" D.I. MAIN TEMPORARY PLUG (MJ) NEW 10" D -I. MAIN 18. ALL PIPES (MAIN AND SIDE SEWER) WITH MORE THAN 15 FEET OF CONCRETE W /2" TAP & COVER SHALL BE C900 OR DUCTILE IRON, CLASS 50. BLOCKING BLOW -OFF ASSY. RECOMMENDED CONCRETE BLOCKING FOR APPROVAL O BY i 14 O BY BY 10" D.I. SLEEVE ` - �oR P OLY- Pi 66iN(S of F1 ulAiti4 11p�NS DALEY- MORROW- POBLETE, INC N. 10" VERTICAL CROSS (MJ) 10" VERTICAL CROSS (MJ) AX AUBURN WASH NGTONY 98002 2 - 10" PLUGS (MJ) 2 - 10" PLUGS (MJ) i� PHONE (253), 333 -2200; FAX: (253) 333 2L'. TOP PLUG W /2" TAP & 2" PLUG (MJ) TOP PLUG W /2° TAP & 2" PLUG (MJ), M2 o� wz O C) 3 E Ed Q 0 LLI -i 1� ¢ /^ U pW z m U2 H W as c c 0 8 LL_ E °iE W I c �I .c�. oy a, W W Q fn En E � W � u W Q S s� 4 i i I i i i a a i e o I I J I z 0 U) of w al W d wwp. z r- SANITARY SEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF -° RENTON STANDARDS FOR MUNICIPAL CONSTRUCTION AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. la o w 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE 210 -- LIMITED TO 8:30 A.M. TO 3: 30 P.M. ON WEEKDAYS UNLESS �I I z OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE F EXISTING GROUND DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 0 z \� / WATER CROSSING x 3 ALL CONSTRUCTION SHALL BE ACCORDANCE WITH STANDARD /// 00 PROPOSED GROUND I.E. = 199.16 z SPECIFICA- p �� o ¢ — — — — — WASH FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY — _ INGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, ¢ h — — LATEST EDITION (APWA) AND CITY OF RENTON STANDARD ? SPECIFICATIONS. 00 T ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE 2 AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR - !n1 DISTURBANCE - l' 5- A PRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL SS CROSSING _ BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION_ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY I.E. = 196.21 - - SS CROSSING PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE WATER CROSSING - I.E. = 191.90 ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). iT I E = 198 99 - SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOP. THE SAFETY OF WORKERS _ - AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS 401 00 41 +00 42 +00 ` DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. PROFILE - ALIGNMENT 'E' CON -COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER SCALE: 1" = 20' (H.), 1" = 5' (V.) STRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 2.30 _... _.. _.. _.. _... _. _._. _ _... 230... O V 10 W :2 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE oz EXISTING GROUND z PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, o PROPOSED GROUND n J MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO _.. __ _..,. _ _._., _ _... _. to ¢ 95 PERCENT OF MAXIMUM DENSITY- THESE COMPACTED LAYERS MUST +� - -- -i< EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO ¢ V) z THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER ¢ x _ — — PIPE SHALL BE THE SAME AS DESCRIBED. �-~ — — — — — ? n T — _ 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING 220 -. -- _. _.. — - -.. _..__. _...... ___. -_ - __._ - _- _. _. _.__.. - -._.. __. __.. \ -- - - 220 TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND ME WATER CROSSING ° q ME- CHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL I.E. = 212.83 WATER CROSSING BE NEAT LINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY r ER = 21SING MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND ___.. _.. COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. _ 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. SS CROSSING I.E. = 213.12 - 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 210 210 OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SS CROSSING 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PREPARED I.E = 212.36 FOUN- DATION STATE BRIDGE OF ASHINGTONESTANDARDTSPE SPECIFICATIONS ORHROADRANDT CON- STRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL 50 +o0 51 +0D 52 +00 53 +00 AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE PROFILE - ALIGNMENT 'F' SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SCALE: 1" = 20' (H.), 1" = 5' (V.) SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. SUFFICIENT DISTANCE TO ALLOW FOR 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) FINISHED CONNECTION TO EXISTING MAIN RUBBER GASKETED ASTM D 3034, SOD 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND TO MINIMUM 6 12 °x10' TAPPING TEE (MJxFL) EXISTING 12" D.I. INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED EXISTING 12" D.I. WATER MAIN I WATER MAIN AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I A VA TEMPORARY 10" 10" GATTE E VALVE (FLxM J) NEW 10" D.I. MAIN TEMPORARY PLUG (MJ) NEW 10" D -I. MAIN 18. ALL PIPES (MAIN AND SIDE SEWER) WITH MORE THAN 15 FEET OF CONCRETE W /2" TAP & COVER SHALL BE C900 OR DUCTILE IRON, CLASS 50. BLOCKING BLOW -OFF ASSY. RECOMMENDED CONCRETE BLOCKING FOR APPROVAL O BY i 14 O BY BY 10" D.I. SLEEVE ` - �oR P OLY- Pi 66iN(S of F1 ulAiti4 11p�NS DALEY- MORROW- POBLETE, INC N. 10" VERTICAL CROSS (MJ) 10" VERTICAL CROSS (MJ) AX AUBURN WASH NGTONY 98002 2 - 10" PLUGS (MJ) 2 - 10" PLUGS (MJ) i� PHONE (253), 333 -2200; FAX: (253) 333 2L'. TOP PLUG W /2" TAP & 2" PLUG (MJ) TOP PLUG W /2° TAP & 2" PLUG (MJ), M2 o� wz O C) 3 E 1� ¢ /^ U pW H W as c c 0 E °iE I c �I .c�. oy a, S s� 4 i i I i i i a a i e o I I J I z 0 U) of w al W d wwp. z r- SANITARY SEWER NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE TO THE CITY OF -° RENTON STANDARDS FOR MUNICIPAL CONSTRUCTION AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. la o w 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE 210 -- LIMITED TO 8:30 A.M. TO 3: 30 P.M. ON WEEKDAYS UNLESS �I I z OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE F EXISTING GROUND DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 0 z \� / WATER CROSSING x 3 ALL CONSTRUCTION SHALL BE ACCORDANCE WITH STANDARD /// 00 PROPOSED GROUND I.E. = 199.16 z SPECIFICA- p �� o ¢ — — — — — WASH FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY — _ INGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, ¢ h — — LATEST EDITION (APWA) AND CITY OF RENTON STANDARD ? SPECIFICATIONS. 00 T ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE 2 AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR - !n1 DISTURBANCE - l' 5- A PRE- CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL SS CROSSING _ BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION_ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY I.E. = 196.21 - - SS CROSSING PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE WATER CROSSING - I.E. = 191.90 ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). iT I E = 198 99 - SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOP. THE SAFETY OF WORKERS _ - AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS 401 00 41 +00 42 +00 ` DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. PROFILE - ALIGNMENT 'E' CON -COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER SCALE: 1" = 20' (H.), 1" = 5' (V.) STRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 2.30 _... _.. _.. _.. _... _. _._. _ _... 230... O V 10 W :2 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE oz EXISTING GROUND z PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, o PROPOSED GROUND n J MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO _.. __ _..,. _ _._., _ _... _. to ¢ 95 PERCENT OF MAXIMUM DENSITY- THESE COMPACTED LAYERS MUST +� - -- -i< EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO ¢ V) z THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER ¢ x _ — — PIPE SHALL BE THE SAME AS DESCRIBED. �-~ — — — — — ? n T — _ 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING 220 -. -- _. _.. — - -.. _..__. _...... ___. -_ - __._ - _- _. _. _.__.. - -._.. __. __.. \ -- - - 220 TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND ME WATER CROSSING ° q ME- CHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL I.E. = 212.83 WATER CROSSING BE NEAT LINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY r ER = 21SING MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND ___.. _.. COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. _ 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. SS CROSSING I.E. = 213.12 - 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 210 210 OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SS CROSSING 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PREPARED I.E = 212.36 FOUN- DATION STATE BRIDGE OF ASHINGTONESTANDARDTSPE SPECIFICATIONS ORHROADRANDT CON- STRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL 50 +o0 51 +0D 52 +00 53 +00 AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE PROFILE - ALIGNMENT 'F' SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE. PIPE BEDDING SCALE: 1" = 20' (H.), 1" = 5' (V.) SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. SUFFICIENT DISTANCE TO ALLOW FOR 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) FINISHED CONNECTION TO EXISTING MAIN RUBBER GASKETED ASTM D 3034, SOD 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND TO MINIMUM 6 12 °x10' TAPPING TEE (MJxFL) EXISTING 12" D.I. INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED EXISTING 12" D.I. WATER MAIN I WATER MAIN AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. I A VA TEMPORARY 10" 10" GATTE E VALVE (FLxM J) NEW 10" D.I. MAIN TEMPORARY PLUG (MJ) NEW 10" D -I. MAIN 18. ALL PIPES (MAIN AND SIDE SEWER) WITH MORE THAN 15 FEET OF CONCRETE W /2" TAP & COVER SHALL BE C900 OR DUCTILE IRON, CLASS 50. BLOCKING BLOW -OFF ASSY. RECOMMENDED CONCRETE BLOCKING FOR APPROVAL O BY i 14 O BY BY 10" D.I. SLEEVE ` - �oR P OLY- Pi 66iN(S of F1 ulAiti4 11p�NS DALEY- MORROW- POBLETE, INC N. 10" VERTICAL CROSS (MJ) 10" VERTICAL CROSS (MJ) AX AUBURN WASH NGTONY 98002 2 - 10" PLUGS (MJ) 2 - 10" PLUGS (MJ) i� PHONE (253), 333 -2200; FAX: (253) 333 2L'. TOP PLUG W /2" TAP & 2" PLUG (MJ) TOP PLUG W /2° TAP & 2" PLUG (MJ),