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Home My WebLink AboutS-32981900 N M n N �•7 i 3 S x 0 G PAY LIMIT TRENCH BACKFILL 6' -0" FOR 18" TO 6" SEWER LINES AND 12" CPEP STORM PIPES d ° 18" TO 6" SDR 35 PVC SEWER PIPES SEE DETAIL FOR STREET RESTORATION REQUIREMENTS EXIST. CRACK AND SEATED -� CEMENT CONC. PAVEMENT, TYP. SEE CONSTRUCTION NOTE 16. SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9 -03.19 (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. PROPOSED 18 " -6" SEWER PIPE AND 12" CPEP STORM PIPE FOR SEWER PIPE: PIPE ZONE MATERIAL PER SECTION 9- 03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING. EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST AND 12" CPEP STORM PIPES TYPICAL TRENCH BEDDING AND BACKFILL NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 12° TYP TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH PAYMENT LIMIT OF PATCH ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL NTS SAWCUT FINAL JOINT TYP. EACH SIDE \- EXIST. ASPH. CONC. PAVEMENT, TYP. 2" OF 1/2" HOT MIX ASPHALT PATCH 6" OF 1" HOT MIX ASPHALT PATCH 6" CRUSHED SURFACING TOP COURSE BACKFILL (SEE BEDDING /BACKFILL DETAIL) NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. r a 3 i w 0 I NEW CATCH BASIN & 12" STORM EXPIRES 8 27 09 ' NO. NEWu - I -I - 111 1�. w z w F- z w U w Q ASPHALT PAVEMENT ALLEY RESTORATION NTS a� REVISION wiIiiM a 3 i w 0 I it - 1/2" HOT MIX ASPHALT PATCH (1 LIFT) WSHED SURFACING TOP COURSE ACTED TRENCH BACKFILL CONSTRUCTION NOTES 1. HORIZONTAL DATUM IS NAD '83 '91 BASED ON TERRESTRIAL TIES TO THE CITY OF RENTON CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS. VERTICAL DATUM IS NAVD '88 BASED ON CITY OF RENTON CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS. 2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 3. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 4. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 5. ALL MANHOLES SHALL HAVE LOCKING LIDS. 6. SET ALL MANHOLE LIDS TO FINISHED GRADE. 7. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 8. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. 9. ALL RESIDENTIAL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" THICK. ALL COMMERCIAL DRIVEWAYS SHALL BE 10" THICK. (IN ACCORDANCE WITH STANDARD PLAN #17006, DRAWING #FRO1N). 10. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD PLAN # F008, DRAWING # FR05 AND STANDARD PLAN # F001 "CEMENT CONCRETE CURB AND GUTTER." 11. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN # F007, DRAWING # FR02. 12. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 13. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 14. EXISTING SIDE SEWERS SHOWN ON THE PLANS WERE LOCATED USING TELEVIDEO. BECAUSE OF STANDING WATER IN THE SEWER DURING THE TELEVISION INSPECTION, SOME ACTIVE SIDE SEWERS MAY NOT BE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL REPLACE /RECONNECT ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAINS TO THE PROPERTY LINE UNLESS OTHERWISE SHOWN ON THE PLANS. CONSTRUCTION SEQUENCING 1, THE CONTRACTOR SHALL PERFORM FINAL PAVEMENT RESTORATION TO EACH ROAD /ALLEY /WORKSITE PRIOR TO BEGINNING WORK AT A NEW SITE. S- 329819 DEC 20(17 2008 SANITARY SEWER REPAIRS DETAIL SHEET S-9 9 '+ C_IYf ISI- 131219 a d a. a d a ° .4 d ° 18" TO 6" SDR 35 PVC SEWER PIPES SEE DETAIL FOR STREET RESTORATION REQUIREMENTS EXIST. CRACK AND SEATED -� CEMENT CONC. PAVEMENT, TYP. SEE CONSTRUCTION NOTE 16. SUBSEQUENT BACKFILL MATERIAL (NATIVE IF APPROVED BY ENGINEER) OR IMPORT PER SECTION 9 -03.19 (SELECT BACKFILL) OF THE SPECIAL PROVISIONS. PROPOSED 18 " -6" SEWER PIPE AND 12" CPEP STORM PIPE FOR SEWER PIPE: PIPE ZONE MATERIAL PER SECTION 9- 03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING. EXCAVATION OF UNSUITABLE SOIL AND BACKFILL OF FOUNDATION MATERIAL (IF NECESSARY) DEPTH AS APPROVED BY ENGINEER. MATERIAL SHALL MEET SECTION 9- 03.9(1) BALLAST AND 12" CPEP STORM PIPES TYPICAL TRENCH BEDDING AND BACKFILL NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 90% MINIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 5. ALL EXCAVATION AND BEDDING AND BACKFILL MATERIALS BEYOND PAY LIMIT OF TRENCH SHALL BE INCLUDED WITHIN THE TRENCH EXCAVATION SAFETY SYSTEMS BID ITEM. 12° TYP TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH PAYMENT LIMIT OF PATCH ASPHALT CONCRETE PAVEMENT RESTORATION DETAIL NTS SAWCUT FINAL JOINT TYP. EACH SIDE \- EXIST. ASPH. CONC. PAVEMENT, TYP. 2" OF 1/2" HOT MIX ASPHALT PATCH 6" OF 1" HOT MIX ASPHALT PATCH 6" CRUSHED SURFACING TOP COURSE BACKFILL (SEE BEDDING /BACKFILL DETAIL) NOTES: 1. ALL TRENCHES IN ROADWAY AREAS SHALL BE BACKFILLED AND PATCHED PER SPECIAL PROVISION 5 -06.1 AT END OF EACH WORK DAY. THIS WORK IS INCIDENTAL TO ALL TRENCH RESTORATION WORK. 2. THE FINAL SAWCUT JOINT SHALL BE A MINIMUM OF 1' BEYOND THE UNDISTURBED EDGE OF THE TRENCH. 3. ALL ASPHALT PATCH AREA OUTSIDE OF PAY LIMIT SHOWN SHALL BE CONSIDERED INCIDENTIAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITHIN (2) WEEKS OF COMPLETION OF WORK WITHIN THE ROADWAY AREA UNLESS APPROVED BY THE ENGINEER. r a 3 i w 0 I NEW CATCH BASIN & 12" STORM EXPIRES 8 27 09 ' NO. NEWu - I -I - 111 1�. w z w F- z w U w Q ASPHALT PAVEMENT ALLEY RESTORATION NTS a� REVISION wiIiiM a 3 i w 0 I it - 1/2" HOT MIX ASPHALT PATCH (1 LIFT) WSHED SURFACING TOP COURSE ACTED TRENCH BACKFILL CONSTRUCTION NOTES 1. HORIZONTAL DATUM IS NAD '83 '91 BASED ON TERRESTRIAL TIES TO THE CITY OF RENTON CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS. VERTICAL DATUM IS NAVD '88 BASED ON CITY OF RENTON CONTROL POINTS AS SHOWN ON THE RESPECTIVE PLAN SHEETS. 2. UTILITY CROSSING LOCATIONS AND ELEVATIONS SHALL BE DETERMINED BY THE CONTRACTOR IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES. 3. EXISTING PRIVATE IMPROVEMENTS SHALL BE TEMPORARILY RELOCATED AND PERMANENTLY REPLACED TO ACCOMMODATE SERVICE CONSTRUCTION. 4. STATIONING SHOWN IN CENTERLINE OF ROADWAY OR SURVEY CONTROL LINES AS DEFINED BY THE CONTROL POINTS. 5. ALL MANHOLES SHALL HAVE LOCKING LIDS. 6. SET ALL MANHOLE LIDS TO FINISHED GRADE. 7. PROVIDE AS -BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLE AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 8. INSTALL SEWER MAIN AND SERVICES A MINIMUM 2' FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. 9. ALL RESIDENTIAL CEMENT CONCRETE DRIVEWAYS AND ALLEY APPROACHES SHALL BE 6" THICK. ALL COMMERCIAL DRIVEWAYS SHALL BE 10" THICK. (IN ACCORDANCE WITH STANDARD PLAN #17006, DRAWING #FRO1N). 10. REPLACE ALL DISTURBED CURB & GUTTERS IN ACCORDANCE WITH STANDARD PLAN # F008, DRAWING # FR05 AND STANDARD PLAN # F001 "CEMENT CONCRETE CURB AND GUTTER." 11. REPLACE ALL DISTURBED SIDEWALK IN ACCORDANCE WITH STANDARD PLAN # F007, DRAWING # FR02. 12. WHERE UTILITY PIPE LINE VERTICAL SEPARATION IS LESS THAN (1) ONE FOOT, INSERT ETHAFOAM HS 600 PLANK -FOAM BOARD OR EQUAL AS CLEARANCE SEPARATION. 13. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO BEGINNING CONSTRUCTION. 14. EXISTING SIDE SEWERS SHOWN ON THE PLANS WERE LOCATED USING TELEVIDEO. BECAUSE OF STANDING WATER IN THE SEWER DURING THE TELEVISION INSPECTION, SOME ACTIVE SIDE SEWERS MAY NOT BE SHOWN ON THESE PLANS. THE CONTRACTOR SHALL REPLACE /RECONNECT ALL ACTIVE SIDE SEWERS FROM THE NEW SEWER MAINS TO THE PROPERTY LINE UNLESS OTHERWISE SHOWN ON THE PLANS. CONSTRUCTION SEQUENCING 1, THE CONTRACTOR SHALL PERFORM FINAL PAVEMENT RESTORATION TO EACH ROAD /ALLEY /WORKSITE PRIOR TO BEGINNING WORK AT A NEW SITE. S- 329819 DEC 20(17 2008 SANITARY SEWER REPAIRS DETAIL SHEET S-9 9 '+ C_IYf ISI- 131219