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Home My WebLink AboutS-366503� Y Z O O 0 m a. W J IIIIIIIIIIII �� Q a° N n ,D N a' n 0 Z'5 n M a rc j c 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE W1774 THE STANDARDS AND SPECIRCA77ONS OF THE CITY OF REN70N PLANNING11BUILDING/PUBLIC WORKS DEPARTMENT AND THE LA TEST EDITION OF THE W5DOT /APWA STANDARDS AND SP£CIFICA DONS, AS APPROVED AND MQ01FIED BY 7H£ CITY OF REN701V IN THE RENTON STANDARD PLANS & SPECIRCATONS. A SET OF APPROVED PLANS SHALL BE KEPT ON 97E AT ALL 77MES DURING CONSTRUCTON. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS 07HERWTSE APPROVED IN WRITING BY 774E PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED 7RAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK W7771IN PUBLIC RIGHT OF WAY. J ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATON SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE- CON57RUC77ON CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR 70 STARRNG NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMI7S PRIOR TO STARRNG CONS7RUC7I01V ( INSPECTON WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTS RESPONSIBILITY TO NOTFY 7HE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTON. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7 . PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS & A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE KHENEVER CONSIRUC7701V IS IN PROGRESS 9. THE CON7RAC7OR SHALL PROVIDE THE CITY OF RENTON WIN AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED. AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS 111TH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH LAYER 70 95 PERCENT OF MAXIMUM DENSITY. 7HESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS 70 COMPLETE THE FILL OVER PIPE SHALL BE IHE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFYLLED Hf7H CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS 07HERKIW APPROVED BY THE CITY OF RENTON. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VER77CAL DATUM 1988 METERS, AND FOR HORIZONTAL CONT901. SHALL BE NORTH AMERICAN DATUM 198311991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF REN70N PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATONS ARE N07ED ON THE PLANS 13. ALL DISIURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SADSFACRON OF THE DEPARTMENT FOR 7HE PREVENTION OF ON -SITE EROSION AFTER THE COMPLERGN. OF CONSMUCRON. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WIN THE STANDARDS AND SPEORCATONS OF THE CITY OF RENTON COMPACTION OF REWIRED BEDDING MATERIAL, 70 UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED DN 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 AS7M D 3034, SDR 35, OR DUCTILE IRON CLASS $0, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTIUTY. 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. I-- W (SEE NOTE 7) LIMITS OF PIPE ZONE BEDDING MATERIAL FOR (SEE NOTE 5) �. SANITARY SEWER PIPE O.D. OF PIPE FOUNDATION LEVE BEDDING FOR SANITARY SEWER PIPE NOJE51 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HMO TAMP ONLY. 4 PIPE INSTALLATION SHALL BE PER SECTION 7 -08 OF THE STANDARD. SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF ME STANDARD SPECIFICATIONS OR PEA GRAVEL. B. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE ROW ' LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2 -08.4 OF THE STANDARD SPECIFICATIONS PUBLIC WORKS PIPE BEDDING MD' PLAIN - 485 ° DEPARTMENT FOR 'SANITARY, SEWERS. OCTOBER 2012 Cal 2 Waking Days Bellas SE 114 SE OF SECTION 32, TOWNSHIP 23N, RANGE 5E, W.M. BA DDL EBROOK MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2' MIN. SEE NOTE a MORTAR JOINT(S) (3/8' MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETEO JOINTS IN ACCORDANCE WITH ASTM 0-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL LADDER - POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SM - T CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER M. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 5. ALL JOINTS BETWEEN THE CONE RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. S. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS. BRICKS AND MORTAR OWLL BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNEUNG, COATED (SEALED) COM A HICK SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE. & RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WM ASIM C -443. e. CHANNEL HEIGHT SHALL BE AMINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12' ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS SID. PUN - 4001 E DEPAI,IBNT STANDARD SANITARY MANHOLE .. SEPTEMBER 2011 FUTURE e" BUILDING SEWER PIPE j BUILDING SEWER 6,%6'X6, WYE `MI 4" STUD MARKING POST PAINTED `TF£ Wnl B" VIDE OUTLET SURFACE CLEMIOUT WnM MITE WM ME WORD 'SEWER' S1ENtlIFD CAST IRON RING a COVER IN 3' HIGH BLACK LETTERS AND /B CORE (FAST JORDAN IRON WINKS WRAPPED AROUND THE STUD MID 3815 OR APPROVED EQUAL. EXTENDED TO THE TOP OF THE Mo. SPECIFY ,SEWER° ON MID, 6" SIDE SEWER AND BUILDING SEWER' .SEE STD. PLAN 103.1 FOR INBTALIAnON) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN UNES ARE AS FOLLOWS, A. MTRIFlED CLAY MAIN - CCOUPUNOS (F'ERNCO OR APPROVED EQUAL). B. CONCRETE MAN - CORE- DRILEO WITH A ROMAC BAWIE (OR APPROVED EQUA), C: PVC MAIN - CORE-0011,11) WTI A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE URNG RING COUPIAGeS. D. DUCTILE IRON MAIN - CORE -DPoLIID WM A MAC SAMIE (OLD APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS m MANHOLES SHALL BE AT MANUFACTURED KIMIK -OUTS OR ME STRUCTURE SHALL BE CORE- DRILLED. " ALLOWABLE MAX. R CAST IRON PIPE DUCTILE IRON PIPE. .yY\OOS CONCRETE COBLd N" MIN SHAPE HORIZONTAL 6" SEWER MAIN 8" MIN. MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OM .5' CO SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOVER. PUBLIC WORKS STANDARD SIM SEWER - 408.1 INSTALLATION �NNfff�� DEPARTMENT (SEWER MAIN TO PROPERTY LINE) k=; 2011 D.R. STRONG 1 CONSULTING ENGINEERS 2 ENGINEERS PLANNERS SURVEYORS TOM ME 38M PL, X101 KIRKIAND, WA 95033 0425.527.3083 F425.827.2423 wMl:drslrorp.awn No. REVISION SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING PATCHED AREA n CLASS PLAN NTS 11-0* OUTSIDE DIA.--t1'-O"1F2" ASPHALT OR AS BY THE ENGINEER. XE W4" SECTION NORM REMOVE PAVOUNT AND BASE MARDIALS FOR A DISTANCE WHICH B EQUAL To THE DIAMETER OF THE FRAME PLUS TWO FEET. ADJUST CASING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLDatS PER SID. PLAN 40011. REPLACE MIL BUT TOP 2" OF EXCAVATED MTMU_ WIN CLASS 3000 CONCRETE (3/4). f11EH PAVEMENT SURFACE WITH T' OF ASPHALT CVSS •B' OR As APPROVED BY THE ENGINEER PUBLIC WORKS TWPICAL UTILITY COVER SM. PLAN - 400A E DEPARTMENT ADJUSTMENT FOR PAVEMENT OR OVERLAY DECEMBER 2010 Grout adjusting rings Inside, and between. Grout under "EE Copolymer Polypropylene RECOMMENDED FOR APPOVAL BY: Date: Plastic Steps & Ladder. BY: Date: BY: Date: 48° MH I 48 6 MIN. 1 ! MIN 1 24 MIN. 21 I.D. 54' MH 54° 1 8" MIN. 5.5° MIN. I 24 MIN. 24" I.D. 60" MH 1 60' B' MIN. 1 6' MIN. 42' MIN. 1 307 I.D. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER M. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE 5. ALL JOINTS BETWEEN THE CONE RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. S. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS. BRICKS AND MORTAR OWLL BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNEUNG, COATED (SEALED) COM A HICK SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL: COLOR OF COATING SHALL BE WHITE. & RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WM ASIM C -443. e. CHANNEL HEIGHT SHALL BE AMINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12' ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. PUBLIC WORKS SID. PUN - 4001 E DEPAI,IBNT STANDARD SANITARY MANHOLE .. SEPTEMBER 2011 FUTURE e" BUILDING SEWER PIPE j BUILDING SEWER 6,%6'X6, WYE `MI 4" STUD MARKING POST PAINTED `TF£ Wnl B" VIDE OUTLET SURFACE CLEMIOUT WnM MITE WM ME WORD 'SEWER' S1ENtlIFD CAST IRON RING a COVER IN 3' HIGH BLACK LETTERS AND /B CORE (FAST JORDAN IRON WINKS WRAPPED AROUND THE STUD MID 3815 OR APPROVED EQUAL. EXTENDED TO THE TOP OF THE Mo. SPECIFY ,SEWER° ON MID, 6" SIDE SEWER AND BUILDING SEWER' .SEE STD. PLAN 103.1 FOR INBTALIAnON) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN UNES ARE AS FOLLOWS, A. MTRIFlED CLAY MAIN - CCOUPUNOS (F'ERNCO OR APPROVED EQUAL). B. CONCRETE MAN - CORE- DRILEO WITH A ROMAC BAWIE (OR APPROVED EQUA), C: PVC MAIN - CORE-0011,11) WTI A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE URNG RING COUPIAGeS. D. DUCTILE IRON MAIN - CORE -DPoLIID WM A MAC SAMIE (OLD APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS m MANHOLES SHALL BE AT MANUFACTURED KIMIK -OUTS OR ME STRUCTURE SHALL BE CORE- DRILLED. " ALLOWABLE MAX. R CAST IRON PIPE DUCTILE IRON PIPE. .yY\OOS CONCRETE COBLd N" MIN SHAPE HORIZONTAL 6" SEWER MAIN 8" MIN. MAIN CONCRETE BLOCKING ANGLE TYPICAL SIDE SEWER ELEVATION OF TEE AT MAIN OVER 25 ELEVATION NOTE: UNLESS OM .5' CO SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOVER. PUBLIC WORKS STANDARD SIM SEWER - 408.1 INSTALLATION �NNfff�� DEPARTMENT (SEWER MAIN TO PROPERTY LINE) k=; 2011 D.R. STRONG 1 CONSULTING ENGINEERS 2 ENGINEERS PLANNERS SURVEYORS TOM ME 38M PL, X101 KIRKIAND, WA 95033 0425.527.3083 F425.827.2423 wMl:drslrorp.awn No. REVISION SEAL WITH AR 4000 OR APPROVED EQUAL AND DRY SAND AFTER PATCHING PATCHED AREA n CLASS PLAN NTS 11-0* OUTSIDE DIA.--t1'-O"1F2" ASPHALT OR AS BY THE ENGINEER. XE W4" SECTION NORM REMOVE PAVOUNT AND BASE MARDIALS FOR A DISTANCE WHICH B EQUAL To THE DIAMETER OF THE FRAME PLUS TWO FEET. ADJUST CASING FRAME TO PAVEMENT SURFACE USING RISER RINGS OR CONCRETE BLDatS PER SID. PLAN 40011. REPLACE MIL BUT TOP 2" OF EXCAVATED MTMU_ WIN CLASS 3000 CONCRETE (3/4). f11EH PAVEMENT SURFACE WITH T' OF ASPHALT CVSS •B' OR As APPROVED BY THE ENGINEER PUBLIC WORKS TWPICAL UTILITY COVER SM. PLAN - 400A E DEPARTMENT ADJUSTMENT FOR PAVEMENT OR OVERLAY DECEMBER 2010 Grout adjusting rings Inside, and between. Grout under "EE Copolymer Polypropylene RECOMMENDED FOR APPOVAL BY: Date: Plastic Steps & Ladder. BY: Date: BY: Date: per the Standard Detail. Locate as shown a 11 -14-12 BCGX: PIe on plan view below. Provide grout at knock -out. " B Provide sand collar for PVC s pipe. o n Mape Poured in place Class 4000 cement concrete base. Ian Seal boot by C.. Or approved .%%COL/_ Manhole steps / \,?'{ -I Frame and cover. // PLAN Manhole Frame and Cover per the Standard Detail. Locate as shown on plan. Minimum requirement for adjustment shall be (2) - 4" rings. Eccentric cone. 1 section below cone j is required. Confined O-ring rubber gasket )Dints and butyl sealant strips (typ.) growl bedding per ELEVATION the Specl6catlOns. oundation gravel per the SpeclOcatlons, if required. Notes: 1. Marker poste may be required in easements. MIN RENT0"'' o SEWER COVER & FRAME PLAN VIEW 25' DIA. [635nn17 t' 3/4' r [25ron] D9nn] J'JI. 8 3/4' 1222M3 E64M3 TYP COVER SECTION VIEW 25 114' DIA E641nN 1 LI6' 114' GM) DIA Ir- 127M,] NEOPRENE GASKET, l � [IS2r D_T 23 SM DIA CL OPEN 27 5/16' WA 1694.7 34 1/8' MA COVER BOTTOM VIEW (3> BLT SM, (ALLEN HEAD) 5/8' -11 X' 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1 /16• [6M1 [E7M1 VB' [3M] rRanm GASKET GROOVE DETAIL L867M1 MOTES. FRAME SEC110N VIEW 1. ALL COVERS SHALL BE LOCKING UD PER EAST JORDAN IRON WORKS INC. No. 3717CI OR EQUAL 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY SEWER"). OR WATER (SPECIFY "WATER"). PURIM WORKS 5171. PLAN - 401 IS DIPAWFURNII MANHOLE FRAME AND COVER .DECEMBER 2008 Sm3-66503 LP 01. 20.13 -.MAJ sew.YED: wuc NE111MlL wvo 1 1P 03.14.13 MAJ �„ AS NOTED IN6RaaxrM: N.n NBfioBBI CITY OF eRAWE MP RENTON . M rum Planning /Building /Public Works Dept. MAJ IMO qff wM BY DATE APPR AAPBOVTO: svLE AxoROw6w MM 0- &k s 36 (; 503 RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY: Date: BY: Date: SAD'DLEBROOK SEINER NOTES AND DETAILS a 11 -14-12 BCGX: PIe 1WVIG IM. SS3 0- &k s 36 (; 503