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Home My WebLink AboutS-368802E-4 3 THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS >-( I� O DESCRIBED. 0- 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY \ SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY CITY OF RENTON. v 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METER m AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS o rn UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. Of y s REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. y 1 I C ° 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO P D- SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER TH COMPLETION OF CONSTRUCTION. ga 14. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARED FOUNDATION I ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 5 PLANNING /BUILDING /PUBUC WORKS DEPARTMENT AND THE LATEST EDITION OF THE a ¢ WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY ° OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE Y8 NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIA 4 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. a� W 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D `o 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 INCHE ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED A GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 6" BUILDING SEWER PIPE WITH 6' 51DE CUTLET 1:3:5 MIX CONCRETE BLOCKING SEWER EXTENSION NOTES AND DETAILS 3/ INDICATED - 4" SQUARES SPACED - 3/4" AS HT. 1/8 A PORTION OF THE NE 1/4 OF SECTION 14, TOWNSHIP 23 N. RANGE 5 E. W.M. 13000 ° 0 13 ° ❑ X1/2 11 11 KING COUNTY, WASHINGTON PROPERtt LINE FUTURE BUILDING SEWER 8 - == 6 "XB "XB' WYE \2 x e' STUD MARKING POST PAINTED rc SURFACE CLEANOUT WITH WHITE WITH THE WORD "SEWER' STENQLED CAST IRON RING & COVER N V HIGH BLACK LETTERS AND p6 HIRE (EAST JORDAN IRON WORKS MAPPED AROUND THE STUD AND 2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD. a SPECIFY "SEWER" ON LID, SEE SID. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VTRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CORE- DRILLED W GR A ROMAC SADDLE (OR APPROVED EQUAL). C. PVC MAIN - CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE - DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 6" SIDE CUTLET TEE SEWER 6" MIN, MAIN SE' CONCRETE RI.00KINO ANGLE OF T AT MAIN OVER 95 D FVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LONER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. 'GCX 2% MIN SLOPE HORIZONTAL R MAIN TYPICAL SIDE SEWER ELEVATION PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN - 406.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 REN- SEWER Y � p I SAOR COVER & FRAME Sy7 PLAN VIEW 25' DIA. II a m / [635mm] 24667 1' 3/4' c25mm] � �� ❑9mm] J1 J1. n ¢ s ONA LTEENG\�4, TT W 8 3/4' 2 1/2' �r �f 1222mm1 164mm] i Go Q /�� TYP COVER SECTION VIEW - Dm W P. > .w 0] = U U 0 z� ` !n 5 J W x 0 f Z Q Z W w N LL gz H7 N N 0 Q O N 00 Z M 00 CNI rl 5: Z CD t0 OD W W N a I I i rl 9 In Ln wo Z z in N N Z O H- ,n ,n N N Z N N J¢ 00 LLJ Y v v U N K GC1 0 'Dh/ J�v Sb�RJ Z Q � W t9 _ b °y Z 0 OON� DIA GASKET 5/8' J 23 3/8' DIA CL OPEN 16mm] � C594mm] 27 5/l6' DIA L694mm1 34 1/8' DON COVER BOTTOM VIEW (3T SOC. (ALLEN HEAD) 5 /B' -l1 X 1.5 SS ` > BUT D) RUBBER WASHER WL EON BOLTING DETAIL 1 1/16' 1/4' r 127mml [6rnT 1 :27.1 �, ve• _115' mml (3nn1 /B' (R3mm] GASKET GROOVE DETAIL 1867mm1 NOTES, FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). Y Q STD. PLAN - 401 n PUHIdC WORKS MANHOLE FRAME AND COVER IR ° DEPARTMENT 0 DECEMBER 2008 W (SEE NOTE 4) LIMITS OF PIPE ZONE RAISE -1/2" - WIDE BORDER 1 12/0` FIBER JOINT PACKING BEDDING NOTE 6) MATERIAL rC\ �i %� `� O.D. OF PIPE 2 -7/8„ ', 45 °(1/8) BEND SANITARY SEWER PIPE i FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH 'WDTH. 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING° IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOI BE USED IN THE BACKFILL MATERIAL. 6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS PIPE BEDDING STD. PLAN - 405 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 7' L T_ NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" LAIN.) SEE NOTE 6 MORTAR JOINT(5) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCOROMCE WITH ASTM C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL, LADDER - POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 'A' 1 B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5 "MIN 24" MIN. 21" I.D. 54 MH 54 8" MIN. 5.5 MIN. 24' MIN. 24" I.D. 60" MH 1 60" 1 8" MIN. 1 6" MIN. 42" MIN. 30" 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 STD. 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. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, 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 CHANNELING, COATED (SEALED) PATH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM 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 PAVNG. STD. PLAN - 400.1 14 PUBLIC WORKS STANDARD SANITARY MANHOLE I DEPARTMENT SEPTEMBER 2011 CAST IRON RING AND COVER PIPE MATERIAL AS BY THE ENGINEER O 0\ O� CO PLUG TO BE SEALED MAINSAME NER AS SEWER JONTS. 6" OR 8° CLEAN -OUT DETAIL NOT TO SCALE LANE LINE MARKING I 7P-8° STANDARD VEHICLE WHEEL PATH 4.5' MIN. ACP CLASS* \ MIN. MIN. 6" CRUSHED 2" CLASS 'B' SURFACING TOP COURSE 2" SAWCUT AND REMOVE EDGE OF PAVEMENT, - OR GRIND, SEAL WITH EDGE OF CURB & GUTTER, AR4000W OR CENTER OF LANE LINE MIN. CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER CONCRETE CLASS 3000 4_3/4„ *MINIMUM ACP CLASS 'E' or 'B' SHALL S=3 6 PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL or ACCESS STREETS - 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. 02 2DDS 1 M.'m NDIES 1 DCV OC 0] 20M DOME) NOTES DCVI 02 LAP RNKIrIN I RV IAPPR I CHECKED FOR COMPLIANCE TO CITY STANDARDS CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SEWER EXTENSION NOTES AND DETAILS 13414162ND AVE. S.E. - RENTON, WA PARCEL NO. 359000-0050 �&�'® I DATE 6/10/13 IP E ND. LW OD- CHECKED AS I SCAT F APPRI DIRECTOR a R19I Q Z m 0 Ld U m M 0 CITY OF RENTON SANITARY SEWER NOTES AND SPECIFICATIONS 3 N 1 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CRY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSOOT /APWA STANDARDS AND SPECIFICATIONS, AS V A APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & Z S SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS O O ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBUC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN Uj M MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. Z 3 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE 1L C CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. R w w A 2 Q Q 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR IL 3 T TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO O S SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL J 00 10 B BE ACCOMPUSHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE N Z C CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBUC WORKS INSPECTOR 24 HOURS IN r I A ADVANCE OF BACKFILUNG ALL CONSTRUCTION. Q Y 5 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION Z (0Y S SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. Y 7 jU[ P 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTI( IS IN PROGRESS. v, 9 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. 6 0 1 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A �i L LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING O PERCENT O MAXIMUM THESE COMPACTED LAYERS 0 a o ` MUST EXTEND FOR ONE PIPE DIAMETER EACH SIDE OF THE PIPE OR TO THE SIDE OF 6" BUILDING SEWER PIPE WITH 6' 51DE CUTLET 1:3:5 MIX CONCRETE BLOCKING SEWER EXTENSION NOTES AND DETAILS 3/ INDICATED - 4" SQUARES SPACED - 3/4" AS HT. 1/8 A PORTION OF THE NE 1/4 OF SECTION 14, TOWNSHIP 23 N. RANGE 5 E. W.M. 13000 ° 0 13 ° ❑ X1/2 11 11 KING COUNTY, WASHINGTON PROPERtt LINE FUTURE BUILDING SEWER 8 - == 6 "XB "XB' WYE \2 x e' STUD MARKING POST PAINTED rc SURFACE CLEANOUT WITH WHITE WITH THE WORD "SEWER' STENQLED CAST IRON RING & COVER N V HIGH BLACK LETTERS AND p6 HIRE (EAST JORDAN IRON WORKS MAPPED AROUND THE STUD AND 2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD. a SPECIFY "SEWER" ON LID, SEE SID. PLAN 403.1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: A. VTRIFIED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B. CONCRETE MAIN - CORE- DRILLED W GR A ROMAC SADDLE (OR APPROVED EQUAL). C. PVC MAIN - CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A NEW TEE USING RIGID COUPLINGS. D. DUCTILE IRON MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE - DRILLED. 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. 6" SIDE CUTLET TEE SEWER 6" MIN, MAIN SE' CONCRETE RI.00KINO ANGLE OF T AT MAIN OVER 95 D FVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LONER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER. 'GCX 2% MIN SLOPE HORIZONTAL R MAIN TYPICAL SIDE SEWER ELEVATION PUBLIC WORKS STANDARD SIDE SEWER STD. PLAN - 406.1 DEPARTMENT INSTALLATION (SEWER MAIN TO PROPERTY LINE) SEPTEMBER 2011 REN- SEWER Y � p I SAOR COVER & FRAME Sy7 PLAN VIEW 25' DIA. II a m / [635mm] 24667 1' 3/4' c25mm] � �� ❑9mm] J1 J1. n ¢ s ONA LTEENG\�4, TT W 8 3/4' 2 1/2' �r �f 1222mm1 164mm] i Go Q /�� TYP COVER SECTION VIEW - Dm W P. > .w 0] = U U 0 z� ` !n 5 J W x 0 f Z Q Z W w N LL gz H7 N N 0 Q O N 00 Z M 00 CNI rl 5: Z CD t0 OD W W N a I I i rl 9 In Ln wo Z z in N N Z O H- ,n ,n N N Z N N J¢ 00 LLJ Y v v U N K GC1 0 'Dh/ J�v Sb�RJ Z Q � W t9 _ b °y Z 0 OON� DIA GASKET 5/8' J 23 3/8' DIA CL OPEN 16mm] � C594mm] 27 5/l6' DIA L694mm1 34 1/8' DON COVER BOTTOM VIEW (3T SOC. (ALLEN HEAD) 5 /B' -l1 X 1.5 SS ` > BUT D) RUBBER WASHER WL EON BOLTING DETAIL 1 1/16' 1/4' r 127mml [6rnT 1 :27.1 �, ve• _115' mml (3nn1 /B' (R3mm] GASKET GROOVE DETAIL 1867mm1 NOTES, FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). Y Q STD. PLAN - 401 n PUHIdC WORKS MANHOLE FRAME AND COVER IR ° DEPARTMENT 0 DECEMBER 2008 W (SEE NOTE 4) LIMITS OF PIPE ZONE RAISE -1/2" - WIDE BORDER 1 12/0` FIBER JOINT PACKING BEDDING NOTE 6) MATERIAL rC\ �i %� `� O.D. OF PIPE 2 -7/8„ ', 45 °(1/8) BEND SANITARY SEWER PIPE i FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH 'WDTH. 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING° IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOI BE USED IN THE BACKFILL MATERIAL. 6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS PIPE BEDDING STD. PLAN - 405 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 7' L T_ NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" LAIN.) SEE NOTE 6 MORTAR JOINT(5) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCOROMCE WITH ASTM C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL, LADDER - POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 'A' 1 B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5 "MIN 24" MIN. 21" I.D. 54 MH 54 8" MIN. 5.5 MIN. 24' MIN. 24" I.D. 60" MH 1 60" 1 8" MIN. 1 6" MIN. 42" MIN. 30" 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 STD. 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. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, 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 CHANNELING, COATED (SEALED) PATH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM 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 PAVNG. STD. PLAN - 400.1 14 PUBLIC WORKS STANDARD SANITARY MANHOLE I DEPARTMENT SEPTEMBER 2011 CAST IRON RING AND COVER PIPE MATERIAL AS BY THE ENGINEER O 0\ O� CO PLUG TO BE SEALED MAINSAME NER AS SEWER JONTS. 6" OR 8° CLEAN -OUT DETAIL NOT TO SCALE LANE LINE MARKING I 7P-8° STANDARD VEHICLE WHEEL PATH 4.5' MIN. ACP CLASS* \ MIN. MIN. 6" CRUSHED 2" CLASS 'B' SURFACING TOP COURSE 2" SAWCUT AND REMOVE EDGE OF PAVEMENT, - OR GRIND, SEAL WITH EDGE OF CURB & GUTTER, AR4000W OR CENTER OF LANE LINE MIN. CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER CONCRETE CLASS 3000 4_3/4„ *MINIMUM ACP CLASS 'E' or 'B' SHALL S=3 6 PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL or ACCESS STREETS - 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. 02 2DDS 1 M.'m NDIES 1 DCV OC 0] 20M DOME) NOTES DCVI 02 LAP RNKIrIN I RV IAPPR I CHECKED FOR COMPLIANCE TO CITY STANDARDS CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SEWER EXTENSION NOTES AND DETAILS 13414162ND AVE. S.E. - RENTON, WA PARCEL NO. 359000-0050 �&�'® I DATE 6/10/13 IP E ND. LW OD- CHECKED AS I SCAT F APPRI DIRECTOR a R19I Q Z m 0 Ld U m Dm W P. > .w 0] = U U 0 z� ` !n 5 J W x 0 f Z Q Z W w N LL gz H7 N N 0 Q O N 00 Z M 00 CNI rl 5: Z CD t0 OD W W N a I I i rl 9 In Ln wo Z z in N N Z O H- ,n ,n N N Z N N J¢ 00 LLJ Y v v U N K GC1 0 'Dh/ J�v Sb�RJ Z Q � W t9 _ b °y Z 0 OON� DIA GASKET 5/8' J 23 3/8' DIA CL OPEN 16mm] � C594mm] 27 5/l6' DIA L694mm1 34 1/8' DON COVER BOTTOM VIEW (3T SOC. (ALLEN HEAD) 5 /B' -l1 X 1.5 SS ` > BUT D) RUBBER WASHER WL EON BOLTING DETAIL 1 1/16' 1/4' r 127mml [6rnT 1 :27.1 �, ve• _115' mml (3nn1 /B' (R3mm] GASKET GROOVE DETAIL 1867mm1 NOTES, FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). Y Q STD. PLAN - 401 n PUHIdC WORKS MANHOLE FRAME AND COVER IR ° DEPARTMENT 0 DECEMBER 2008 W (SEE NOTE 4) LIMITS OF PIPE ZONE RAISE -1/2" - WIDE BORDER 1 12/0` FIBER JOINT PACKING BEDDING NOTE 6) MATERIAL rC\ �i %� `� O.D. OF PIPE 2 -7/8„ ', 45 °(1/8) BEND SANITARY SEWER PIPE i FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH 'WDTH. 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING° IN THE SANITARY SEWER SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOI BE USED IN THE BACKFILL MATERIAL. 6. PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS. 7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. PUBLIC WORKS PIPE BEDDING STD. PLAN - 405 DEPARTMENT FOR SANITARY SEWERS MARCH 2008 7' L T_ NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" LAIN.) SEE NOTE 6 MORTAR JOINT(5) (3/8" MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCOROMCE WITH ASTM C -443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL, LADDER - POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 'A' 1 B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5 "MIN 24" MIN. 21" I.D. 54 MH 54 8" MIN. 5.5 MIN. 24' MIN. 24" I.D. 60" MH 1 60" 1 8" MIN. 1 6" MIN. 42" MIN. 30" 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 STD. 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. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, 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 CHANNELING, COATED (SEALED) PATH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM 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 PAVNG. STD. PLAN - 400.1 14 PUBLIC WORKS STANDARD SANITARY MANHOLE I DEPARTMENT SEPTEMBER 2011 CAST IRON RING AND COVER PIPE MATERIAL AS BY THE ENGINEER O 0\ O� CO PLUG TO BE SEALED MAINSAME NER AS SEWER JONTS. 6" OR 8° CLEAN -OUT DETAIL NOT TO SCALE LANE LINE MARKING I 7P-8° STANDARD VEHICLE WHEEL PATH 4.5' MIN. ACP CLASS* \ MIN. MIN. 6" CRUSHED 2" CLASS 'B' SURFACING TOP COURSE 2" SAWCUT AND REMOVE EDGE OF PAVEMENT, - OR GRIND, SEAL WITH EDGE OF CURB & GUTTER, AR4000W OR CENTER OF LANE LINE MIN. CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER CONCRETE CLASS 3000 4_3/4„ *MINIMUM ACP CLASS 'E' or 'B' SHALL S=3 6 PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL or ACCESS STREETS - 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. 02 2DDS 1 M.'m NDIES 1 DCV OC 0] 20M DOME) NOTES DCVI 02 LAP RNKIrIN I RV IAPPR I CHECKED FOR COMPLIANCE TO CITY STANDARDS CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SEWER EXTENSION NOTES AND DETAILS 13414162ND AVE. S.E. - RENTON, WA PARCEL NO. 359000-0050 �&�'® I DATE 6/10/13 IP E ND. LW OD- CHECKED AS I SCAT F APPRI DIRECTOR a R19I Q Z m 0 Ld U m 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 STD. 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. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY, 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 CHANNELING, COATED (SEALED) PATH A HIGH SOLIDS URETHANE COATING; WASSER MC- AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM 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 PAVNG. STD. PLAN - 400.1 14 PUBLIC WORKS STANDARD SANITARY MANHOLE I DEPARTMENT SEPTEMBER 2011 CAST IRON RING AND COVER PIPE MATERIAL AS BY THE ENGINEER O 0\ O� CO PLUG TO BE SEALED MAINSAME NER AS SEWER JONTS. 6" OR 8° CLEAN -OUT DETAIL NOT TO SCALE LANE LINE MARKING I 7P-8° STANDARD VEHICLE WHEEL PATH 4.5' MIN. ACP CLASS* \ MIN. MIN. 6" CRUSHED 2" CLASS 'B' SURFACING TOP COURSE 2" SAWCUT AND REMOVE EDGE OF PAVEMENT, - OR GRIND, SEAL WITH EDGE OF CURB & GUTTER, AR4000W OR CENTER OF LANE LINE MIN. CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER CONCRETE CLASS 3000 4_3/4„ *MINIMUM ACP CLASS 'E' or 'B' SHALL S=3 6 PRINCIPAL /MINOR /COLLECTOR ARTERIAL STREETS & INDUSTRIAL or ACCESS STREETS - 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. 02 2DDS 1 M.'m NDIES 1 DCV OC 0] 20M DOME) NOTES DCVI 02 LAP RNKIrIN I RV IAPPR I CHECKED FOR COMPLIANCE TO CITY STANDARDS CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SEWER EXTENSION NOTES AND DETAILS 13414162ND AVE. S.E. - RENTON, WA PARCEL NO. 359000-0050 �&�'® I DATE 6/10/13 IP E ND. LW OD- CHECKED AS I SCAT F APPRI DIRECTOR a R19I Q Z m 0 Ld U m CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SEWER EXTENSION NOTES AND DETAILS 13414162ND AVE. S.E. - RENTON, WA PARCEL NO. 359000-0050 �&�'® I DATE 6/10/13 IP E ND. LW OD- CHECKED AS I SCAT F APPRI DIRECTOR a R19I Q Z m 0 Ld U m