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Home My WebLink AboutS-373503IMIN MINI MIN IMIN MINI • SEE DWG# HR -05 FOR MINIMUM STANDARDS :E OF CURB OR 3E OF PAVEMENT 2" CLASS 'B' CENTER LINE OR LANE LINE N.T.S. 6.5' MIN. 1' 1' 2.5' i' 1' MIN IMIN r MIN MINIMIN \ ACP CLASS 'E' OR '8' ` 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWASLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE ADOPTED CQT W IVImt ff� PLANS .�. 191' DATE: ryas OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425- 260 -3412 CONTACT: DARRELL OFFS, P.E. PAGE: 11032A SEWER LIMITS OF PIPE ZONE 1. GENERAL BOLTHOLES - 3 PLCS HAND TAMP UNDER HAUNCHES. A 4" MIN. 1/41.D. 12" MAX. NOTES • 3. 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY 23 1/16' (586nn) HAND TAMP ONLY. RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 4. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR N OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS. MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN co THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18'. PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. LO d j D.L. OFFE, P.E. O 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS O V: RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. BACKFILL MATERIAL w RE- r 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION DATE N- TO AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF SEWER o 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. 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 N ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. Y PLAN VIEW Cr 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE Q 25' DIA. I' 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 3/4• r [25nn1 LS SS DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE Z THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. O Cl) 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE J BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT B 3/4' 2 1/2' SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE 06 PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. �11. TYP DATUM SHALL BE CITY OF RENTON, 1988 NAVD. Q 12. 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. Z 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN 0 ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD 25 1/4• DIA [641 1 /I' <6nN DIP (I 1/< 1 vis• (27-1 1 SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING _I 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" ABOVE AND BELOW THE PIPE. (152--1 14. SANITARY SEWER 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 6 INCH AND MAXIMUM 12 INCH ABOVE Ram) GASKET GROOVE DETAIL FINISHED GRADE. IN PAVED AREA. COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. IMIN MINI MIN IMIN MINI • SEE DWG# HR -05 FOR MINIMUM STANDARDS :E OF CURB OR 3E OF PAVEMENT 2" CLASS 'B' CENTER LINE OR LANE LINE N.T.S. 6.5' MIN. 1' 1' 2.5' i' 1' MIN IMIN r MIN MINIMIN \ ACP CLASS 'E' OR '8' ` 6" CRUSHED SURFACING TOP COURSE CRUSHED ROCK, FLOWASLE FILL OR AS REQUIRED BY ENGINEER TYPICAL PATCH FOR FLEXIBLE PAVEMENT WHEN PERPENDICULAR TO ROADWAY CENTERLINE ADOPTED CQT W IVImt ff� PLANS .�. 191' DATE: ryas OFFE ENGINEERS 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 PHONE: 425- 260 -3412 CONTACT: DARRELL OFFS, P.E. PAGE: 11032A BACKFILL MATERIAL (SEE NOTE 5) - CONCRETE CLASS C (SEE NOTE 8) FOUNDATION LEVEL BACKFILL MATERIAL (SEE NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) FOUNDATION UEVEL- BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) - FOUNDATION LEVEL W (SEE NOTE 4) (CLASS A DESIGN) W (SEE NOTE 4) (CLASS 8, C, D, DESIGN) BEDDING FOR RIGID PIPE F- W (SEE NOTE 4) -I, (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE 1:3:5 MIX CONCRETE BLOCKING NOTES: LIMITS OF PIPE ZONE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL BOLTHOLES - 3 PLCS HAND TAMP UNDER HAUNCHES. A 4" MIN. 1/41.D. 12" MAX. ° EQUALLY SPACED 120' • 3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY OVER PIPE. APART ON 23 1/16' (586nn) HAND TAMP ONLY. C 4. DIP B.C. (SEE DETAIL) C 3/4 O.D. OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS. fl O.D. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18'. IF 5. d j D.L. OFFE, P.E. SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS V: BACKFILL MATERIAL w RE- iv SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE LIMITS OF PIPE ZONE DATE N- TO /vrNwm:` 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF SEWER o STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 6" 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS A MAINTAINED. COVER BOTTOM VIEW COVER & FRAME PLAN VIEW 25' DIA. I' (3) HLT Sc N HEAD) 3/4• r [25nn1 LS SS MASHER B 3/4' 2 1/2' I� [222 - -1 [64- -1 TYP COVER SECTION VIEW EON BOLTING DETAIL 26 1/2' DIA [673--1 25 1/4• DIA [641 1 /I' <6nN DIP (I 1/< 1 vis• (27-1 1 NEOPRENE GASKET } VB' 1 (152--1 [inn] 5/8' D6nn1 23 3/8' DIA CL OPEN [s9a -m Ram) GASKET GROOVE DETAIL 27 5/16' DIA [694 - -] 34 1 /8' DIA 1861--1 NOTES: FRAME SECTION VIEW T. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 371701 OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY °DRAIN" ON COVER), SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). PUBLIC WORKS MANHOLE FRAME AND COVER STD. PLAN - 401 DEPARTMENT DECEMBER 2008 BACKFILL MATERIAL (SEE NOTE 5) - CONCRETE CLASS C (SEE NOTE 8) FOUNDATION LEVEL BACKFILL MATERIAL (SEE NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) FOUNDATION UEVEL- BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) - FOUNDATION LEVEL W (SEE NOTE 4) (CLASS A DESIGN) W (SEE NOTE 4) (CLASS 8, C, D, DESIGN) BEDDING FOR RIGID PIPE F- W (SEE NOTE 4) -I, (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE 1:3:5 MIX CONCRETE BLOCKING LIMITS OF PIPE ZONE 1' -0„ NOTES: LIMITS OF PIPE ZONE 1. PROVIDE UNIFORM SUPPORT UNDER BARREL CLASS C 2. HAND TAMP UNDER HAUNCHES. A 4" MIN. 1/41.D. 12" MAX. • • 3. COMPACT BEDDING MATERIAL TO 95% MAX DENSITY EXCEPT DIRECTLY OVER PIPE. B 1/4 O.D. HAND TAMP ONLY. C 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION C 3/4 O.D. OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W' AND TRENCHING OPTIONS. B A O.D. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH. EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18'. IF 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILUNG SEWER TRENCHES" IN THE D.L. OFFE, P.E. SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL 4T RRL xNE cr 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE LIMITS OF PIPE ZONE DATE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. /vrNwm:` 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 6" 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. LIMITS OF PIPE ZONE 1' -0„ * A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. 4-4-97 BEDDING CLASS DESIGN DIMENSION CLASS A CLASS 8 CLASS C CLASS D CLASS F A 4" MIN. 1/41.D. 12" MAX. • • ZERO PR B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. - * A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. 4-4-97 Corrected note 4 DcV OT 2 -21 -91 ReMsed notes. 4,5.7.& 8. Added note 6 KJ "°"®1teL "''D'R8"D°' DATUM DATE REVISION BY PR PIPE BEDDING FOR SANITARY SEWER ADOPTED CITY OF RENTON IRV STANDARD PLANS Isr T DATE: 4/97 DWG. NAME: BWI8C SP PAGE:13077 PIPE BEDDING FOR SANITARY SEWER 6" BUILDING SEWER PIPE WITH 6" SIDE OUTLET 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. � 6" SIDE OUTLET TEE SEWER MAIN 6" MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 ELEVATION 2"z 4" STUD MARKER POST PAINTED WHITE WITH THE WON "SEWER" STENCILED PROPERTY LINE IN 3' HIGH BLACK LETTERS AND B6 WIRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 12' fF UTURE UILDING SEWER wlz . CE WYE WITH A SURFACE CLEANOUT WITH w ' CAST IRON RING COVER ao I (EAST JORDAN IRON WORKS za 2975 OR APPROVED EQUAL. SPECIFY "SEWER* LID, SEE STD. PLAN 403.3. 1 FOR INSTALLATION) ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN LINES ARE AS FOLLOWS: t A. VITRIFIED CLAY MAIN -CUT IN A NEW TEE USING FLEXIBLE �� COUPUNGS(FERNCO OR APPROVED EQUAL). pyAO pOK O B. CONCRETE MAIN - CORE - DRILLED WITH ROMAC SADDLE 0T• (OR APPROVED EQUAL). GONOW� 2R IN SLOPE C. PVC MAIN -CORE- DRILLED WITH ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN NEW TEE USING RIGID COUPLINGS HORIZONTAL D DUCTILE IRON MAIN -CORE- DRILLED WITH ROMAC SADDLE 'I (OR APPROVED EQUAL). SEWER MAIN E. MANHOLE CONNECTION -ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE TYPICAL SIDE SEWER ELEVATION STRUCTURE SHALL BE CORE- DRILLED. NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. TANDARD SIDE SEWER INSTALLATION SEWER MAIN TO PROPERTY LINE) STD. PLAN - 406.1 5- 313503 RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: °� WILSON PARK & WILSON PARK 2 10/10/2013 ' CITY OF � ,pF 27460 �o G�Sµ�; •� ss /ONAL•F'NG 5/13/2014 SURVEYED � SCALE "°"®1teL "''D'R8"D°' DATUM i9 RENTON Planning/Building/Public Works Dept. ROBERT WILSON 720 SOUTH 55th STREET SANITARY SEWER DETAILS & NOTES OFFS, P.E. DL D.L. OFFE, P.E. a"T"'ETM 4T RRL xNE cr N0. REVISION BY DATE APPR /vrNwm:` s¢T: a: 11 14 Cam, S -3��s� SEWER L to 0 N T •• rooy ' ��z No�d w =� z W D N W