The URL can be used to link to this page

Home My WebLink AboutS-3341028 3 :V M 1 a � U O py o I o 1 9 3 8 - ° N � gU o f� J Q W o � WZLF- �0o� O p0�� m� z rr Q z Q I W (SEE NOTE 4) LIMITS OF PIPE ZONE NOTES: (� 3/4" SQUARES SPACED - 3/4" BACKFILL. MATERIAL „ AS INDICATED - HT. 1/8" (SEE NOTE 5) I- 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. M 6" a C.. 2. HAND TAMP UNDER HAUNCHES. ❑ 0 G ❑ 1/2° � 2' D" �I CONCRETE CLASS C Q °m 1:1 O -, CONCR ETE (SEE NOTE 8) C o 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. CLASS 3000 HAND TAMP ONLY. W _ i t' FOUNDATION LEVEL :g 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION N d OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS. x 4" A THE 'PIPE ZONE WILL BE THE ACTAUL TRENCH WIDTH, EXCEPT FOR CLASS A 4 -3 xa RAISE -1/2" 4-3/4" (CLAS WIDE BORDER 1 2 DESIGN) BEDDING THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18 �• S A 5. TRENCH BACKFILL SHALL CONFORM TO 'BACKFILLING SEWER TRENCHES" IN THE FIBER JOINT i-- W (SEE NOTE 4) LIMITS OF PIPE ZONE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS rA, �;wM -10" PACKING I OR LUMPS LARGER THAN I" PER FOOT OF PIPE DIAMETER SHALL 'NOT BE USED IN THE 6„3 cc ,, 9.. z BACKFILL MATERIAL BACKFILL MATERIAL. Uwe I,/z8 -3/4� 5/6 (SEE NOTE 5) a - /TL7 6 6. SEE ``BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE _ STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. W 45• (1/8) BEND BEDDING MATERIAL h o l FOR RIGID PIPE B C 7. SEE "BEDDING - MATERIAL FOR FLEXIBLE PIPE' IN THE AGGREGATES SECTION OF \\ STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS ,. 7/8, 3g (SEE NOTE 6) „ 8. PIPE MUST BE ANCHORED IN SUCH 'A MANER AS TO ENSURE FLOW LINE IS FOUNDATION LEVEL a MAINTAINED. o ✓ - Z o , .�" •° m S CAST IRON RING AND COVER PIPE MATERIAL AS SPECIFIED BY THE ENGINEER '__ II I ° PLUG TO BE SEALED BEDDING MATERIAL FOR FLEXIBLE PIPE (CLASS B, C, D, .DESIGN) BEDDING” FOR RIGID PIPE W (SEE NOTE 4) LIMITS OF PIPE ZONE B BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A / MIN. 1 1/.4': I.D. 12" .MAX. * ZERO B 1/4 O.D. i/2 O.D. 1/8 O.D. ZERO O.D. - C 3/4 O.D. /2 o.D. 1j8 o.D. o.D. — IN SAME MANNER AS (SEE NOTE 7) MAIN: SEWER JOINTS. * A = 4" MIN. 27" I.D. AND UNDER 6" MIN. .OVER 27" I.D. FOUNDATION LEVEL A C OR 8" CLEANOUT (CLASS F DESIGN) c3.z N.T.S. BEDDING FOR FLEXIBLE PIPE 3 PIPE BEDDING FOR SANITARY' SEWERS c3.2 N.T.S. PROPERTY LINE - SEWER NOTES & SPECIFICATIONS � — 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE WSDOT/APWA 3' –O° MIN. STANDARDS AND SPECIFICATIONS. FUTURE 6 BUILDING SEWER PIPE BUILDING :SEWER 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PY ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277 -6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE POLICE °L DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 2 4 HOURS IN ADVAN CE w `\ ? ` 2 "x 4" STUD SERVICE MARKER PAINT UPPER J. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER -TEE WITH 6" SIDE OUTLET* PORTION WHITE ANS STENCIL ON SIDE AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CRY OF RENTON STANDARD SPECIFICATIONS. WARDING "SEWER" WITH 3" HIGH BLACK LETTERS. w:. AND #6 WIRE WRAPPED AROUND THE STUD AND 6 SIDE SEWER AND BUILDING SEWER a EXTENDED TO THE TOP OF THE STUD. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO GE OR DISTURBANCE o AVOID DAMA a s H CITY, UNLESS OT ERWISE APPROVED BY THE MAKE TAP THROUGH CAST Innni _: cenpLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS 5. A PRECONSTRUCTION CONFERENCE AND A 24: HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY -A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE 'THE 'CONTRACTORS RESPONSIBILITY TO NOTIFY THE Cltt INSPECTOR 24 HOURS: IN ADVANCE, OF BACKFILLING ALL CONSTRUCTION. ' VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1: PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MFANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. \,NpvG Z IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. PNGLE� pG��N 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. �� GR� y, MIN sloPE 9. A COPY OF THESE APPROVED PLANS UST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRES G Z S 10. 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 HORIZONTAL PROFESSIONAL ENGINEER, OR LICENSED PROFESSIONAL SURVEYOR. SEWER MAIN 11. 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. TYPICAL SIDE SEWER. ELEVATION 12. OPEN :CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON, EXISTING TRAVELED ROADWAY SHALL BE BACKFLLLED WITH CRUSHED ROCK AND MECHANICALLY' COMPACTED. :CUTS INTO NOTE: THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN CONTINUOUS LINE. A TEMPORARY.MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN t 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS:' LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 13, DATUM' SHALL BE CITY OF RENTON, USGS., 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION o z STANDARD SIDE SEWER INSTALLATION AFTER THE COMPLEnoNOFCONSTRUCnoN. C 2 N.T.S. ® 15. ALL PIPE AND APPURTENANCES SHALL BE WD ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON � STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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`EN71RE 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. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17 IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6' INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. Z C3.2.5ANITA` SEWER DETAILS AN NOTES c IJ: 5- 334102 SCANNED OCT 2 7``2006 Z .. VI iF _ 3 • °. ¥s"c