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Home My WebLink AboutR-394047CITY OF RENTON SANITARY SEWER NOTES BEDDING FOR SANITARY SEWER PIPE 0 �f% SEWER Am PROPERTY UNE ro �sDL (MGM As xFEDED) � I 6 anSEWER SNBE fURM 4' SDC SEWER 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND A SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. �I H LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND ^ k� I WGPPED MOUND ME SND AND 3. COMPACT REDDING MATERIAL TO 95.5 MAX. DENSITY EXCEPT DIRECTLY MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF OVER PIPE. HAND TAMP ONLY. Mo APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 4. PIPE INSTALLATION SHALL BE PER SECTION 7—OB OF THE NMF CIEANWT CAST IRM FING750 AND CUYFq 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON O APPROVED SEMEFE SPECIFY •SEMEN' M WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS 5. PIPE HONE MATERIAL SHALL BE PER SECTION 2(3)' DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL B WORK WTHIN PUBLIC RIGHT OF WAY. N `FRRIE 4. 9M SEWER \S' �FUNRE 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE MAN SUE % On TEE N CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID N D. CONCRETE MAN - OUT M A NEW POD iL USWG'SMONG-BACR• FIEMBIE CWPUNGS (FMNCO M APPROVED EQUAL). DAMAGE OR DISTURBANCE. r (ON MPRMID EWA.). 4. A PRE—CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO O E MMI CIXISCRM - GL CONNECTIONS TO MANHOLES 91A11 BE AT MANUFACTURED KNOCK -MM M NE STRUCTURE STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL Z NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A LU C REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EC per-(, m NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 0 S• lED HORDONTAL 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CF 1i gET.Yd R� Aun L' MD.g: UNLESS OTHERWS: SHOWN ON PSN. BOE SEMER SHALL HAW A MINIMUM 25' COVER AT PROPERTY UNE OR 3-5' CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. X 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER Q RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. U 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN (aj PROGRESS. 9. 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. L W (SEE NOTE 7) LIMITS OF PIPE ZONE 1'r0" BEDDING MATERIAL FOR F SANITARY SEWER PIPE D.D. OF PIPE (SEE NOTE 6) FOUNDATION LEVEL � I BEDDING FOR SANITARY SEWER PIPE 0 J 10. 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 PERCENT 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. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERIMSE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON—SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE IMTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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 GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. �f% SEWER Am PROPERTY UNE ro �sDL (MGM As xFEDED) � I 6 anSEWER SNBE fURM 4' SDC SEWER MOWS / \ 7 x A SND MARRING POST PNNTM 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. �I H 2. HAND TAMP UNDER HAUNCHES. ^ k� I WGPPED MOUND ME SND AND 3. COMPACT REDDING MATERIAL TO 95.5 MAX. DENSITY EXCEPT DIRECTLY N OVER PIPE. HAND TAMP ONLY. Mo 4. PIPE INSTALLATION SHALL BE PER SECTION 7—OB OF THE NMF CIEANWT CAST IRM FING750 AND CUYFq STANDARD SPECIFICATIONS. O APPROVED SEMEFE SPECIFY •SEMEN' M z 5. PIPE HONE MATERIAL SHALL BE PER SECTION 2(3)' REND As A RUG (M MPROWO EQUA.) OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL 0 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW N `FRRIE 4. 9M SEWER \S' �FUNRE UNE IS MAINTAINED. O MAN SUE % On TEE N A NTMRED CLAY NAM - WT M A NEW PVC 'T USING •SMMC-BAIX• F1EA&E CWPWGS (fIXNCO OR APPROVED EQUAL). 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE D. CONCRETE MAN - OUT M A NEW POD iL USWG'SMONG-BACR• FIEMBIE CWPUNGS (FMNCO M APPROVED EQUAL). STANDARD SPECIFICATIONS U (ON MPRMID EWA.). Z E MMI CIXISCRM - GL CONNECTIONS TO MANHOLES 91A11 BE AT MANUFACTURED KNOCK -MM M NE STRUCTURE SHALL BE CM2 -DRUID. S 3006 PS YM ow CONCRETE / NO g per-(, m I J 10. 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 PERCENT 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. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERIMSE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON—SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE IMTH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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 GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. E R/W SURFACE CLEANOUT IMM CASE IRON MG MO COYER I (EASTMAN RMI %9WKS PRWUCT NO M57502 OR APPROVED EQUAL SPED" SEWERS M UD), (SEE SN. PLM 403.1 FOR INSTALLATIM) I JAI___________________T_J---_—____ L --_J TH EADEE T ELIaEADm BOB As �� CLEAN—OUT ER6RMG 6" SEMER 51118 flEWIRED ADAPTER HU %(RENWVE TO R/Wj A PLUG M EIDSTNG SAMWTMY SEVER MAIN "PPRDVE° E `(RPAOYLj _ C(�r_________— —� ____ 6"x 4' REDUCER BEND AS REWIRED EMSTNG 4' WE SEW9i (NOT M EXCEED 45) \PROPOSED 6" SEVER SNB SEWER MAN sla % 6" TOE PROPOSES SEWER MGN sr°-PUMN-a' STANDARD SIDE SEWER SiD.PUW-906.1 pUBUOWORKS TYPICAL SIDE SEWER CONNECTION aTM t'1wN 4MT K Pu DEPARTMEUCWOMNT PIPE BEDDING PUBLICDEPARTMENT INSTALLATION DEPARTMENT 3 DEPARTTAENT FOR SANITARY SEWERS wa DEPARTMENT (SEWER MAIN TO PROPERTY LINE) FOR SEWER MAIN REPLACEMENT CITY OF RENTON PIPE BEDDING DETAIL CITY OF RENTON SIDE SEWER DETAIL 2 CITY OF RENTON STANDARD DETAILS NTS I CITY OF RENTON STANDARD DETAILS NTS L CITY OF RENTON 11/06/17 M•.AS NOTED �7'••' CITY OF CARAT STORE NO. 7252 _ 0 k0 Approved by.Date___ MET aaa w{ THE wuTo SUPERSTORE w WE RENTON Approved by.Date___ DATUM IMMIG °' 1505 Westlake Ave. N. T (206) 522-9510 �„,� Planning/Building/Public Works Dept. SANITARY SEWER NOTES & DETAILS Suite 305 F (206)522-8399 Approved by. __ Date___ seuE.d%aINUI.n Seatde,WA98109 W .PM(nND.wn Approved by.______ Date___ NO. REVISION BY DATE APPR WFF AS—BUILT S-394006 R-394047 1 6 0 0 3 1 5 E �f% SEWER Am PROPERTY UNE ro �sDL (MGM As xFEDED) � I 6 anSEWER SNBE fURM 4' SDC SEWER / \ 7 x A SND MARRING POST PNNTM SERER MAIN ` ME % 8" TEE I a• GM WHITE WTI THE WORD "sEMR' SMIN°LLu IN an HIGH IMI TETTERS AND PE %M k� I WGPPED MOUND ME SND AND 'J EXTENDED TO ME TOP OF NE STUD. a `COUPUNL (m) NMF CIEANWT CAST IRM FING750 AND CUYFq (EAST IB PRODUCT AV. O]YTSpt M (FASO VMOM IRM WCFY APPROVED SEMEFE SPECIFY •SEMEN' M )UDI i.AH i (9EE SN. PLM 461.1 FM INSTILAWONJ I - -MREAMED CIEM-Wi MMIFEI Xu8 REND As A RUG (M MPROWO EQUA.) REWIRED EMISSIONS SMITHY MWER_] NER uux `FRRIE 4. 9M SEWER \S' �FUNRE SENFfl SNB GI 061E 81 4' REDUCER `51TMR MAN SUE % On TEE A NTMRED CLAY NAM - WT M A NEW PVC 'T USING •SMMC-BAIX• F1EA&E CWPWGS (fIXNCO OR APPROVED EQUAL). D. CONCRETE MAN - OUT M A NEW POD iL USWG'SMONG-BACR• FIEMBIE CWPUNGS (FMNCO M APPROVED EQUAL). C. PVC k CBW PVC MGM - OUT R NEW TEE U RING MOO CWPMNGS OR CME-ORNFD MTH A SMAC SMOE (ON MPRMID EWA.). 0. DUCATS IRM MAN - CME -MILLED MHN A ROME SOME (M APPROVED EQUAL) E MMI CIXISCRM - GL CONNECTIONS TO MANHOLES 91A11 BE AT MANUFACTURED KNOCK -MM M NE STRUCTURE SHALL BE CM2 -DRUID. S 3006 PS YM ow CONCRETE / NO g per-(, rd _'(x MIN 5y0'E S• lED HORDONTAL 6" Mlx. gi°R •SEWER MGN MAIN PWOI[iF pm[Iw' A NEE ix Twl�$Ai Our SOBER CF 1i gET.Yd R� Aun L' MD.g: UNLESS OTHERWS: SHOWN ON PSN. BOE SEMER SHALL HAW A MINIMUM 25' COVER AT PROPERTY UNE OR 3-5' LOWER THAN ME LOWEST HOUSE EIEVATON. WHENEVER IS LOMFR E R/W SURFACE CLEANOUT IMM CASE IRON MG MO COYER I (EASTMAN RMI %9WKS PRWUCT NO M57502 OR APPROVED EQUAL SPED" SEWERS M UD), (SEE SN. PLM 403.1 FOR INSTALLATIM) I JAI___________________T_J---_—____ L --_J TH EADEE T ELIaEADm BOB As �� CLEAN—OUT ER6RMG 6" SEMER 51118 flEWIRED ADAPTER HU %(RENWVE TO R/Wj A PLUG M EIDSTNG SAMWTMY SEVER MAIN "PPRDVE° E `(RPAOYLj _ C(�r_________— —� ____ 6"x 4' REDUCER BEND AS REWIRED EMSTNG 4' WE SEW9i (NOT M EXCEED 45) \PROPOSED 6" SEVER SNB SEWER MAN sla % 6" TOE PROPOSES SEWER MGN sr°-PUMN-a' STANDARD SIDE SEWER SiD.PUW-906.1 pUBUOWORKS TYPICAL SIDE SEWER CONNECTION aTM t'1wN 4MT K Pu DEPARTMEUCWOMNT PIPE BEDDING PUBLICDEPARTMENT INSTALLATION DEPARTMENT 3 DEPARTTAENT FOR SANITARY SEWERS wa DEPARTMENT (SEWER MAIN TO PROPERTY LINE) FOR SEWER MAIN REPLACEMENT CITY OF RENTON PIPE BEDDING DETAIL CITY OF RENTON SIDE SEWER DETAIL 2 CITY OF RENTON STANDARD DETAILS NTS I CITY OF RENTON STANDARD DETAILS NTS L CITY OF RENTON 11/06/17 M•.AS NOTED �7'••' CITY OF CARAT STORE NO. 7252 _ 0 k0 Approved by.Date___ MET aaa w{ THE wuTo SUPERSTORE w WE RENTON Approved by.Date___ DATUM IMMIG °' 1505 Westlake Ave. N. T (206) 522-9510 �„,� Planning/Building/Public Works Dept. SANITARY SEWER NOTES & DETAILS Suite 305 F (206)522-8399 Approved by. __ Date___ seuE.d%aINUI.n Seatde,WA98109 W .PM(nND.wn Approved by.______ Date___ NO. REVISION BY DATE APPR WFF AS—BUILT S-394006 R-394047 1 6 0 0 3 1 5 E