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Home My WebLink AboutS-354802W 0 O W J_ LL CD O_ Ul Z W HIT Z W U W W O W a � W (n W W m W J u v R 0 W uJ Z W Z Z W O Z J W GRAPHIC SCALE 20 0 10 20 11111111 6mmi I" = 20' WOOD hN�4 -a \ tr, r TRAILER N 01 °03'12" E 134.0' A PORTION OF THE SE 1/4 SEC. 4, TWP. 23N., RGE. 5 E, W.M. I~_ I I I i I U: e= 1 Ln x5't 94 ' Et O/' WA TER VAL GE(TY,P pG yTS Q� PULL VOX,,,, NOTE TO CONTRACTOR: ALL DISTURBANCE TO PRIVATE OR PUBLIC PROPERTY ASA RESL TOF THEPRO✓ECT SHALL BE RESTORED TO PRE - EXISTING CONDITION OR BETTER TO THE 8"WATER SATISFACTION OF THE CITYINSPECTOR OR PRIVATE WTR 27889 - PROPERTY OWNER AS APPL ICABL E STORKA DRAI N TYPES fl CONTRACTOR SHALL POTHOLE AND VERIFY HIM 4,VA DEPTH PRIOR TO CONSTRUCTION NOTIFY IE 4248 ENGINEERAND CITY IF CONDITIONS VARY - THAN WHAT IS EXPECTED OR ANT ICIPATED, 3 PARALLEL 6" POD SIDE SEWER CLEANOUTS, SEWERS AT 1.00 %(M /N.). „ TYP. AT 100'MAX VIA. TF. E,'F.}+".,.° OVERHEAD POWF-RL ?NE\ PROVIDE 1' SEPARATION 213'- 6 PVC SPACING. ^v\ \ BETWEEN PIPES. 211 - 6'PVC u '1''B''uPe�"V FAfE \ 138 -6 "PVC (PRIVATE) BRICK BRICK - - �, IU _ � ., - ,., - 4,A 1_ - _� - .. _ ,,, - .. - I ) Yb gym" � Y4 Y 1 I° a IN +sin i r e: 3 i \ ti 6' SIDE SEWER (9 2 %MIN, RAILROAD TIE (TYP.) 3 / r PER DETAIL, SHEET 4. "P.) CRUSHED TRENCH WITH 6.6 INCHES OF x O OF CRUSHED HED SURFACING MATERIAL 1E=42501 (STORM) ^o (MIN /MUM). ROAD SURFACING TOP=4262 ±(STORM) HMA/GRAVEL SECTION TO MATCH 1E= 426.55 (SEWER) 3 THICKNESS OF THE EXISTING WITH THE MINIUMACCEPTABLE HMA =2.00 INCHES. p STA 10 -6726 W 1- FIRE TEE(Md TASSEMBLI 7 -8 X6 TEE (MJX ELI Z TALL NS I V _. NSTALL FIRE HYDRANT PER �MARKER MARKER �MARKER r I 1 TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A WHICH SIDE OF STREET MAIN TRAVELED STREET, THE HYDRANT IS ON (4" FROM MARKER IS TO BE NSTALLE) DOTS OR PAINTED LINE) ON THAT MAIN STREET MARKER MARKER i FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET MARKER TO INDICATE V,HICH MARKER TO INDICATE VMICH SIDE OF STREET HYDRANT E SIDE OF STREET HYDRANT IS ON (4" FROM DOM OR ON (4 FROM DOTS OR PAINTED LANE DIODES) PAINTED LANE EMDEN) HYDRANT MARKERS RAISED PAVMENT MARKER TYPE 88 AS STIMSONITE TWO -WAY (BLUE) HYDRANT MARKETS ADOPTED CIM Al 10iNN 9lM'1. 1 .N9 (� LET Dku: w/D4' DWG. NAME: 8103 SP SUPT CER.M01 JONT WIT 1NMi SIDE SEWER TO EXISTING LOT TO EXTEND FROM NEW MANHOLE TO FIRE 13+ 1 IB- 70 20- BACK OF DATE B B GALE VALVE (PL % NJ) AWNA FSC9. RE9LIENi SEAT hN�4 -a \ tr, r TRAILER N 01 °03'12" E 134.0' A PORTION OF THE SE 1/4 SEC. 4, TWP. 23N., RGE. 5 E, W.M. I~_ I I I i I U: e= 1 Ln x5't 94 ' Et O/' WA TER VAL GE(TY,P pG yTS Q� PULL VOX,,,, NOTE TO CONTRACTOR: ALL DISTURBANCE TO PRIVATE OR PUBLIC PROPERTY ASA RESL TOF THEPRO✓ECT SHALL BE RESTORED TO PRE - EXISTING CONDITION OR BETTER TO THE 8"WATER SATISFACTION OF THE CITYINSPECTOR OR PRIVATE WTR 27889 - PROPERTY OWNER AS APPL ICABL E STORKA DRAI N TYPES fl CONTRACTOR SHALL POTHOLE AND VERIFY HIM 4,VA DEPTH PRIOR TO CONSTRUCTION NOTIFY IE 4248 ENGINEERAND CITY IF CONDITIONS VARY - THAN WHAT IS EXPECTED OR ANT ICIPATED, 3 PARALLEL 6" POD SIDE SEWER CLEANOUTS, SEWERS AT 1.00 %(M /N.). „ TYP. AT 100'MAX VIA. TF. E,'F.}+".,.° OVERHEAD POWF-RL ?NE\ PROVIDE 1' SEPARATION 213'- 6 PVC SPACING. ^v\ \ BETWEEN PIPES. 211 - 6'PVC u '1''B''uPe�"V FAfE \ 138 -6 "PVC (PRIVATE) BRICK BRICK - - �, IU _ � ., - ,., - 4,A 1_ - _� - .. _ ,,, - .. - I ) Yb gym" � Y4 Y 1 I° a IN +sin i r e: 3 i \ ti 6' SIDE SEWER (9 2 %MIN, RAILROAD TIE (TYP.) 3 / r PER DETAIL, SHEET 4. "P.) CRUSHED TRENCH WITH 6.6 INCHES OF x O OF CRUSHED HED SURFACING MATERIAL 1E=42501 (STORM) ^o (MIN /MUM). ROAD SURFACING TOP=4262 ±(STORM) HMA/GRAVEL SECTION TO MATCH 1E= 426.55 (SEWER) 3 THICKNESS OF THE EXISTING WITH THE MINIUMACCEPTABLE HMA =2.00 INCHES. p STA 10 -6726 W 1- FIRE TEE(Md TASSEMBLI 7 -8 X6 TEE (MJX ELI Z TALL NS I V _. NSTALL FIRE HYDRANT PER �MARKER MARKER �MARKER r I 1 TWO LANE ROAD OFFSET ON SIDE STREETS WHERE THE MARKER TO INDICATE HYDRANT IS WITHIN 20' OF A WHICH SIDE OF STREET MAIN TRAVELED STREET, THE HYDRANT IS ON (4" FROM MARKER IS TO BE NSTALLE) DOTS OR PAINTED LINE) ON THAT MAIN STREET MARKER MARKER i FOUR LANE ROAD OFFSET FIVE LANE ROAD OFFSET MARKER TO INDICATE V,HICH MARKER TO INDICATE VMICH SIDE OF STREET HYDRANT E SIDE OF STREET HYDRANT IS ON (4" FROM DOM OR ON (4 FROM DOTS OR PAINTED LANE DIODES) PAINTED LANE EMDEN) HYDRANT MARKERS RAISED PAVMENT MARKER TYPE 88 AS STIMSONITE TWO -WAY (BLUE) HYDRANT MARKETS ADOPTED CIM Al 10iNN 9lM'1. 1 .N9 (� LET Dku: w/D4' DWG. NAME: 8103 SP SUPT CER.M01 JONT WIT 1NMi SIDE SEWER TO EXISTING LOT TO EXTEND FROM NEW MANHOLE TO FIRE CUT HYDRANT LOCATION IN CUT OR FILL NO. y REVISION � 111 WE MAN FOLK � 1 FILL FIRE HYDRANT ASSEMBLY DETAIL ESANAR ADOPTED CT' OP ... � od PLANE /09 DWG. NAME: B102 SP PAGE: 8102 BY I DATE I APPR 2,rvIPPSEc YM LOW PAINT I„ I 'W4 8WC � IWA I LINE VOW 6' RANGE SIDE W ➢£T. IB- 70 20- BACK OF DATE B B GALE VALVE (PL % NJ) AWNA FSC9. RE9LIENi SEAT DATE. 27 e' DATE: CURB OR IY BEHIND BACK OF HVN 2-3/C COR- T.T'SIMS. ME RODS. SEE SID DETAIL FOR ME RODS. THAT 1. 90EWAlK WAi IS POJACENi i0 LN /2 YARD WASHED DRAIN SURN UYTO 3/8-) MIN, RB POLMETIMI ENE FILM AROUND TOP AND ROES OF IRON YALYE BOX N1W LUG COYH. (RAKL. FIRE C APIECE _ V M EOVAL N OLYMPIC FOUNDRY CO. STANDARD B' TOP SHOT CN /EL ALL BRBVND S 4.075" 5" $TOR2 REGULAR SECME LENOTX 70 FlT. VALVE //////-- ----LEVEL ALL GROUND 3' rzpp1U5 x EXTENDER E %1ENSN]N A$ PEWIREO (SEE OWO BR96 / PAGE BOOOj. REWIRED 0). TRENCHLINE SURFACING HMA/GRAVEL SECTION TOMATCH 0 THICKNESS OF THE EXISTING WITH THE MINIUM MA%!!-I ACCEPTABLEHM4= 2.00 INCHES. C17YRIGHT -OF -WAY MM 2.1 RAISED PAVEMENT MARKER TYPE BE ISDNQE - 'J Ip 1f= 426.38 A$ MU -Y/AY BLUE. 1: - 42' MIN i- CONCRETE BLOCKING CUT HYDRANT LOCATION IN CUT OR FILL NO. y REVISION � 111 WE MAN FOLK � 1 FILL FIRE HYDRANT ASSEMBLY DETAIL ESANAR ADOPTED CT' OP ... � od PLANE /09 DWG. NAME: B102 SP PAGE: 8102 BY I DATE I APPR 2,rvIPPSEc YM LOW PAINT I„ I 'W4 8WC � IWA I LINE VOW 6' RANGE SIDE W ➢£T. TY DATE B B GALE VALVE (PL % NJ) AWNA FSC9. RE9LIENi SEAT DATE. 27 e' DATE: G" OVOTIIE IRON PIPE. CUSS 52 CEMENT UNED, LENGTH TO FIT HVN 2-3/C COR- T.T'SIMS. ME RODS. SEE SID DETAIL FOR ME RODS. -1 /2 YARD WASHED DRAIN SURN UYTO 3/8-) MIN, 1' ABOVE B00i RANGE. 110E B AL POLMETIMI ENE FILM AROUND TOP AND ROES OF (RAKL. FIRE HYDRANT ASSEMBLY /EL ALL BRBVND S ON 3' RADIUS //////-- ----LEVEL ALL GROUND 3' rzpp1U5 I PIPE- x 5' / Si0R3 TRENCHLINE SURFACING HMA/GRAVEL SECTION TOMATCH �M% CUT HYDRANT LOCATION IN CUT OR FILL NO. y REVISION � 111 WE MAN FOLK � 1 FILL FIRE HYDRANT ASSEMBLY DETAIL ESANAR ADOPTED CT' OP ... � od PLANE /09 DWG. NAME: B102 SP PAGE: 8102 BY I DATE I APPR 2,rvIPPSEc YM LOW PAINT I„ I 'W4 8WC � IWA I ii° 12 Y" 14' CAST IRON RING AND COVER 2' 45'(1/6) BEND -� v� B' S p2 <G �P KO tii)� I OJ .P� 6D]ES I. T CIGNOU4 SNALL BE EASE ICAMN IRON MRM INC Ho. Moo OR "C"A" MEAN OUT SNALL BE A WATER MONT ASSEMBLY 2. IN UNIN%tOKO AREAS. POUR A 1 -0' THICK, 2' -0' SWARD CONCRETE. CLASS 3000. PAD AROUND THE RING AND COVER. C IN ASPHALT ROADWAYS, RESTORE AROUND CLEANDUT AND AND DR. AS SFOUIRED BY STANDARD DETAIL .... SAN& CLASS WATER TIGHT PLUG PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 8 OR 6 INCH CLEANOUT ADOPTED CMP' ar RPAION ISI DA10: 0.l /2DP5 SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORKMATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENTAND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE INACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWNAREAPPROXI MATEAND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SOAS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TOANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKSOEPARTMENTSHALL TAKE PRECEDENCE OVERALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUSTBE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. S. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- BUILTDRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BYA LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH ALOOSE AVERAGE DEPTH OF 6INCHES, MAXIMUM DEPTH OF 8INCHES, 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. 1 TRAVELED ROADWAY SHALL BE 10. OPEN CUT H ROAD CRUSHED ROCS FOR UTILITY MECHANICALLY COMPA EXISTING RA SHALL LL NEATLI CRUSHED A ANA CONTINUOUS N OUS L NE. ATEMPO CUTS IXPAT H M STING ASPHALT SHALL BE NEATLINE CUT WITH SAW INA CONTINUOUS LINE. A TEMPORARY MIX PATCH MUSTBE PLACED IMMEDIATELYAFTER BACKFILL AND COMPACTION. APERMANENT HOT MIX PATCHSHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS'.. IT- DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDEDAND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID DNA PROPERLYPREPARED FOUNDATION IN F WASHINGTON TANDARD SPECIFICATIONS FOR ACCORDANCE WITH SECTION 7 Of THEC SHALL S ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECE93ARYLEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENITAND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLYDENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL INCHES ABOVEAND BELOW THE PIPE. 14. SANITARYSEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 444 f 444 m1g] MS] 436 - 436 8 "IE=-24 49 432 I - - r -r 432 428 - i;- Ii 428 424 SEWED? MAIN " -42a - EX. SSMH STA. 10+00, 0.0' RT 1n= 5 VERT. (SSMH #1 PROS -413 RIM 432.6 IE= 424.2 (CONFIRM) 11 5 -354 7 REVISION Br PPR DWG. NAME: B075 -1 SP PAGE: B076.1 STAMP NOT VALID UNLESS SIGNED AND DATED ILE oExncAB xAw , = 20 NOAQON Rw °° a- CITY OF LEADBEITER SFR S RENTON cA,,TA� �p � Drs IKGH � DATUM J/`V,) AR 1 SEWER ER AT EU� Planning /Building /Public Works Dept. ES CIEIHGH FIRE HYDRANT, & COI BOXES KCOROINIY C ;5 -a54TO - KtC}UMMtIVUtU I-UK AF'YKUVAL RECESSED DATE.' Z12v /aL BY '�� ®/� DATE. 27 e' DATE: CONNECT TO EXISTING SSMH PER C.OR, BIDS i BY STA. 10-00 (THIS PROJECT) =STA. 0-04,8'R7. (CO.R. 11 N.C. SOCKET HD PRO✓ECTNO. S -013) SCREW 1 Y' LONG 1 `mf S TOBENEATLYSAWCUT. ROAD �• Fie,'.' �/ PP TRENCHLINE SURFACING HMA/GRAVEL SECTION TOMATCH T, t° L. THICKNESS OF THE EXISTING WITH THE MINIUM -�; ACCEPTABLEHM4= 2.00 INCHES. C17YRIGHT -OF -WAY INSPECTOR TOAPPROVEPRIOR TO PLACEMENT OF - 'J Ip 1f= 426.38 HMA. 1: FIBER JOINT "12 "SOCom' _FEPfFE NOTE.'APPLICANT TO COMPLY WITH CITY OF .1 IS RENTONTRENCHRESTORATION &STREET 14' STORM ORM DRAIN MANi1OLE OVERLAYREQUIREMENTS. RIM 432A IF. 424.5 LOCKEDL(D TYPE2 SSMH #i -STA 70+61.03 RIM 432.28 1E=426.87 WATERLINE B ( UE PAINT I`f'YR ) WATER METER LI) ii° 12 Y" 14' CAST IRON RING AND COVER 2' 45'(1/6) BEND -� v� B' S p2 <G �P KO tii)� I OJ .P� 6D]ES I. T CIGNOU4 SNALL BE EASE ICAMN IRON MRM INC Ho. Moo OR "C"A" MEAN OUT SNALL BE A WATER MONT ASSEMBLY 2. IN UNIN%tOKO AREAS. POUR A 1 -0' THICK, 2' -0' SWARD CONCRETE. CLASS 3000. PAD AROUND THE RING AND COVER. C IN ASPHALT ROADWAYS, RESTORE AROUND CLEANDUT AND AND DR. AS SFOUIRED BY STANDARD DETAIL .... SAN& CLASS WATER TIGHT PLUG PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 8 OR 6 INCH CLEANOUT ADOPTED CMP' ar RPAION ISI DA10: 0.l /2DP5 SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORKMATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENTAND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE INACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWNAREAPPROXI MATEAND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SOAS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TOANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKSOEPARTMENTSHALL TAKE PRECEDENCE OVERALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUSTBE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. S. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- BUILTDRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BYA LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH ALOOSE AVERAGE DEPTH OF 6INCHES, MAXIMUM DEPTH OF 8INCHES, 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. 1 TRAVELED ROADWAY SHALL BE 10. OPEN CUT H ROAD CRUSHED ROCS FOR UTILITY MECHANICALLY COMPA EXISTING RA SHALL LL NEATLI CRUSHED A ANA CONTINUOUS N OUS L NE. ATEMPO CUTS IXPAT H M STING ASPHALT SHALL BE NEATLINE CUT WITH SAW INA CONTINUOUS LINE. A TEMPORARY MIX PATCH MUSTBE PLACED IMMEDIATELYAFTER BACKFILL AND COMPACTION. APERMANENT HOT MIX PATCHSHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS'.. IT- DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDEDAND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID DNA PROPERLYPREPARED FOUNDATION IN F WASHINGTON TANDARD SPECIFICATIONS FOR ACCORDANCE WITH SECTION 7 Of THEC SHALL S ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECE93ARYLEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENITAND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLYDENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL INCHES ABOVEAND BELOW THE PIPE. 14. SANITARYSEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 444 f 444 m1g] MS] 436 - 436 8 "IE=-24 49 432 I - - r -r 432 428 - i;- Ii 428 424 SEWED? MAIN " -42a - EX. SSMH STA. 10+00, 0.0' RT 1n= 5 VERT. (SSMH #1 PROS -413 RIM 432.6 IE= 424.2 (CONFIRM) 11 5 -354 7 REVISION Br PPR DWG. NAME: B075 -1 SP PAGE: B076.1 STAMP NOT VALID UNLESS SIGNED AND DATED ILE oExncAB xAw , = 20 NOAQON Rw °° a- CITY OF LEADBEITER SFR S RENTON cA,,TA� �p � Drs IKGH � DATUM J/`V,) AR 1 SEWER ER AT EU� Planning /Building /Public Works Dept. ES CIEIHGH FIRE HYDRANT, & COI BOXES KCOROINIY C ;5 -a54TO - KtC}UMMtIVUtU I-UK AF'YKUVAL RECESSED DATE.' Z12v /aL BY '�� ®/� DATE. 27 e' DATE: LIFT POCKET DATE: BY DATE: 11 N.C. SOCKET HD SCREW 1 Y' LONG (BRONZE OR S.SJ T 2' RAISED PADS FIBER JOINT PACKING 12 Y" 14' ii° 12 Y" 14' CAST IRON RING AND COVER 2' 45'(1/6) BEND -� v� B' S p2 <G �P KO tii)� I OJ .P� 6D]ES I. T CIGNOU4 SNALL BE EASE ICAMN IRON MRM INC Ho. Moo OR "C"A" MEAN OUT SNALL BE A WATER MONT ASSEMBLY 2. IN UNIN%tOKO AREAS. POUR A 1 -0' THICK, 2' -0' SWARD CONCRETE. CLASS 3000. PAD AROUND THE RING AND COVER. C IN ASPHALT ROADWAYS, RESTORE AROUND CLEANDUT AND AND DR. AS SFOUIRED BY STANDARD DETAIL .... SAN& CLASS WATER TIGHT PLUG PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 8 OR 6 INCH CLEANOUT ADOPTED CMP' ar RPAION ISI DA10: 0.l /2DP5 SANITARY SEWER NOTES & SPECIFICATIONS 1. ALL WORKMATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENTAND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE INACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWNAREAPPROXI MATEAND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SOAS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TOANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKSOEPARTMENTSHALL TAKE PRECEDENCE OVERALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUSTBE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. S. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS- BUILTDRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BYA LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH ALOOSE AVERAGE DEPTH OF 6INCHES, MAXIMUM DEPTH OF 8INCHES, 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. 1 TRAVELED ROADWAY SHALL BE 10. OPEN CUT H ROAD CRUSHED ROCS FOR UTILITY MECHANICALLY COMPA EXISTING RA SHALL LL NEATLI CRUSHED A ANA CONTINUOUS N OUS L NE. ATEMPO CUTS IXPAT H M STING ASPHALT SHALL BE NEATLINE CUT WITH SAW INA CONTINUOUS LINE. A TEMPORARY MIX PATCH MUSTBE PLACED IMMEDIATELYAFTER BACKFILL AND COMPACTION. APERMANENT HOT MIX PATCHSHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS'.. IT- DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDEDAND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID DNA PROPERLYPREPARED FOUNDATION IN F WASHINGTON TANDARD SPECIFICATIONS FOR ACCORDANCE WITH SECTION 7 Of THEC SHALL S ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECE93ARYLEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENITAND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLYDENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL INCHES ABOVEAND BELOW THE PIPE. 14. SANITARYSEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 444 f 444 m1g] MS] 436 - 436 8 "IE=-24 49 432 I - - r -r 432 428 - i;- Ii 428 424 SEWED? MAIN " -42a - EX. SSMH STA. 10+00, 0.0' RT 1n= 5 VERT. (SSMH #1 PROS -413 RIM 432.6 IE= 424.2 (CONFIRM) 11 5 -354 7 REVISION Br PPR DWG. NAME: B075 -1 SP PAGE: B076.1 STAMP NOT VALID UNLESS SIGNED AND DATED ILE oExncAB xAw , = 20 NOAQON Rw °° a- CITY OF LEADBEITER SFR S RENTON cA,,TA� �p � Drs IKGH � DATUM J/`V,) AR 1 SEWER ER AT EU� Planning /Building /Public Works Dept. ES CIEIHGH FIRE HYDRANT, & COI BOXES KCOROINIY C ;5 -a54TO - KtC}UMMtIVUtU I-UK AF'YKUVAL BY Ft' e, DATE.' Z12v /aL BY '�� ®/� DATE. 27 e' DATE: BY DATE: BY DATE: EXTENSION epROFIL _ PION DETAILS