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Home My WebLink AboutS-382423CA FE FF i FF E N T■ �i C) LLJ rr 11 Z LU LLJ C) Q LLJ J_ J J_ Z 0 Z LU TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH TEMPORARY PAVEMENT RESTORATION DETAIL NOTES: L 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, TEMPORARY COLD MIX PATCHES SHALL BE INSPECTED EACH DAY AND MAINTAINED TO PROVIDE A SMOOTH DRIVING SURFACE. 3. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITH HMA AT THE END OF EACH WORK WEEK UNLESS APPROVED BY THE ENGINEER. 6" TT6" I ASPH. CONC. CEMENT, TYP. LOT OR COLD MIX PAY LIMIT TRENCH BACKFILL 6' — SEWER & STORM SAWCUT FINAL JOINT TYP. EACH SIDE 12" TYP TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH PAYMENT LIMIT OF PATCH PERMANENT TRENCH RESTORATION DETAIL NOTES: EX. ASPH. CONC. PAVEMENT, TYP. 4" OF HMA (CLASS ?") PATCH PAVING SHALL BE DONE IN 2 — 2" LIFTS 6" CSTC BACKFILL (SEE BEDDING/BACKFILL DETAIL) 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 INCIDENTAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITH HMA AT THE END OF EACH WORK WEEK UNLESS APPROVED BY THE ENGINEER. SEE DETAIL FOR STREET RESTORATION REQUIREMENTS BACKFILL MATERIAL SHALL BE 100% SELECT IMPORTED BACKFILL PER SECTION 9-03.19 (BANK RUN GRAVEL FOR TRENCH BACKFILL) PROPOSED SEWER, WATER & STORM PIPES FOR SEWER & STORM PIPE ZONE MATERIAL PER SECTION 9-03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING OR PEA GRAVEL. FOR WATER PIPE ZONE MATERIAL BANK RUN GRAVEL FOR TRENCH BACKFILL PER SECTION 9-03.19 !� 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 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. • IXISTING UTILITIES ARE SHOWN FOR ® ONE -CALL REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL ENISTING 9-800-424-5555 Unum A MINIMUM OF 722 HOURS Know what's below. PRIOR TO CONSTRUCTION. Call before you dig. J NO. REVISION 7iel�lie�»J oESICNEo- AW o wN: AW CHECKED, w, Ac SEAL WITH Ar FULL SCALE IF NOT ONE INCH SCALE AccoaolNOLY IW I� I� 0 �z I TRENCH PATCHING AT DRIVEWAY APPROACH HOR�o .At�Nao°9sa�a�,ss, DATUM NTS HMA PATCH FOR STORM LINE AND CATCH BASIN LATERAL CONSTRUCTION. HMA PATCH FOR SEWER LINE AND SIDE SEWER CONSTRUCTION. 8'+ (T7 8± (TY WIDTH VARIES 't (TYP.) FOR 4TER SERVICE. HMA PATCH FOR WATER LINE AND WATER SERVICE CONSTRUCTION. (TYP.) TRENCH PATCHING FOR SANITARY SEWER SIDE SEWERS WATER MAINS, AND WATER SERVICES CONCRETE CURB AND GUTTER, ASPHALT WEDGE CURB, OR PLAIN EDGE OF PAVEMENT TO MATCH EXISTING CONDITIONS. SEWER TRENCH PAY LIMIT OF PATCH SEWER TRENCH PAY LIMIT OF TRENCH STORM TRENCH PAY LIMIT OF PATCH STORM TRENCH PAY LIMIT OF TRENCH NTS — WATER TRENCH PAY LIMIT OF PATCH WATER TRENCH PAY LIMIT OF TRENCH TRENCH PATCHING FOR SANITARY SEWER, SIDE SEWERS WATER MAINS, AND WATER SERVICES NTS NOTES: T THE DETAIL ABOVE IS A REPRESENTATION OF THE OVERLAP OF EACH PERMANENT PATCH FOR EACH NEW UTILITY PATCH. 2. IT IS UNDERSTOOD THAT PORTIONS OF PREVIOUSLY PLACED PERMANENT TRENCH PATCHES WILL NEED TO BE REMOVED TO ACCOMMODATE THE "FINAL" PATCHES OF EACH SUCCESSIVE UTILITY PATCH. THE CONTRACTOR WILL BE PAID FOR EACH PATCH INSTALLED INCLUDING THOSE PORTIONS OF PREVIOUSLY INSTALLED PATCHES THAT WILL BE REMOVED BY THE SUCCESN VE PATCHES. E THE CONTRACTOR SHALL HAVE HIS SURVEYOR VERIFY THE ELEVATIONS OF THE EXISTING ROADWAY CENTERLINE, CROWN, AND EDGE OF PAVEMENTS TO ENSURE THAT THE ROADWAY IS PATCHED TO MATCH THE EXISTING GRADE. CITY OF RENTON HILL UTILITY REPLACEMENT PROJECT RENTON TRENCH SECTION AND PAVING DETAILS Planning/Building/Public Works Dept. WHO 06/19/17 TALKS H IASI oaawwc No: D-1 STEEL OF 67 88 WW4 d a A. a D a d a a a 4° as a Q I O d a a $ a Q a � a d d a ° a a SAWCUT FINAL JOINT TYP. EACH SIDE 12" TYP TRENCH (SEE DETAILS) PAY LIMIT OF TRENCH PAYMENT LIMIT OF PATCH PERMANENT TRENCH RESTORATION DETAIL NOTES: EX. ASPH. CONC. PAVEMENT, TYP. 4" OF HMA (CLASS ?") PATCH PAVING SHALL BE DONE IN 2 — 2" LIFTS 6" CSTC BACKFILL (SEE BEDDING/BACKFILL DETAIL) 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 INCIDENTAL TO OTHER ITEMS OF WORK. 4. ALL TEMPORARY PATCHES ON TRENCHES SHALL BE PERMANENTLY PATCHED WITH HMA AT THE END OF EACH WORK WEEK UNLESS APPROVED BY THE ENGINEER. SEE DETAIL FOR STREET RESTORATION REQUIREMENTS BACKFILL MATERIAL SHALL BE 100% SELECT IMPORTED BACKFILL PER SECTION 9-03.19 (BANK RUN GRAVEL FOR TRENCH BACKFILL) PROPOSED SEWER, WATER & STORM PIPES FOR SEWER & STORM PIPE ZONE MATERIAL PER SECTION 9-03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING OR PEA GRAVEL. FOR WATER PIPE ZONE MATERIAL BANK RUN GRAVEL FOR TRENCH BACKFILL PER SECTION 9-03.19 !� 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 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. • IXISTING UTILITIES ARE SHOWN FOR ® ONE -CALL REFERENCE ONLY. CONTRACTOR SHALL FIELD LOCATE ALL ENISTING 9-800-424-5555 Unum A MINIMUM OF 722 HOURS Know what's below. PRIOR TO CONSTRUCTION. Call before you dig. J NO. REVISION 7iel�lie�»J oESICNEo- AW o wN: AW CHECKED, w, Ac SEAL WITH Ar FULL SCALE IF NOT ONE INCH SCALE AccoaolNOLY IW I� I� 0 �z I TRENCH PATCHING AT DRIVEWAY APPROACH HOR�o .At�Nao°9sa�a�,ss, DATUM NTS HMA PATCH FOR STORM LINE AND CATCH BASIN LATERAL CONSTRUCTION. HMA PATCH FOR SEWER LINE AND SIDE SEWER CONSTRUCTION. 8'+ (T7 8± (TY WIDTH VARIES 't (TYP.) FOR 4TER SERVICE. HMA PATCH FOR WATER LINE AND WATER SERVICE CONSTRUCTION. (TYP.) TRENCH PATCHING FOR SANITARY SEWER SIDE SEWERS WATER MAINS, AND WATER SERVICES CONCRETE CURB AND GUTTER, ASPHALT WEDGE CURB, OR PLAIN EDGE OF PAVEMENT TO MATCH EXISTING CONDITIONS. SEWER TRENCH PAY LIMIT OF PATCH SEWER TRENCH PAY LIMIT OF TRENCH STORM TRENCH PAY LIMIT OF PATCH STORM TRENCH PAY LIMIT OF TRENCH NTS — WATER TRENCH PAY LIMIT OF PATCH WATER TRENCH PAY LIMIT OF TRENCH TRENCH PATCHING FOR SANITARY SEWER, SIDE SEWERS WATER MAINS, AND WATER SERVICES NTS NOTES: T THE DETAIL ABOVE IS A REPRESENTATION OF THE OVERLAP OF EACH PERMANENT PATCH FOR EACH NEW UTILITY PATCH. 2. IT IS UNDERSTOOD THAT PORTIONS OF PREVIOUSLY PLACED PERMANENT TRENCH PATCHES WILL NEED TO BE REMOVED TO ACCOMMODATE THE "FINAL" PATCHES OF EACH SUCCESSIVE UTILITY PATCH. THE CONTRACTOR WILL BE PAID FOR EACH PATCH INSTALLED INCLUDING THOSE PORTIONS OF PREVIOUSLY INSTALLED PATCHES THAT WILL BE REMOVED BY THE SUCCESN VE PATCHES. E THE CONTRACTOR SHALL HAVE HIS SURVEYOR VERIFY THE ELEVATIONS OF THE EXISTING ROADWAY CENTERLINE, CROWN, AND EDGE OF PAVEMENTS TO ENSURE THAT THE ROADWAY IS PATCHED TO MATCH THE EXISTING GRADE. CITY OF RENTON HILL UTILITY REPLACEMENT PROJECT RENTON TRENCH SECTION AND PAVING DETAILS Planning/Building/Public Works Dept. WHO 06/19/17 TALKS H IASI oaawwc No: D-1 STEEL OF 67 88 WW4