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HomeMy WebLinkAboutWWP2703713.1SANITARY SEWER NOTES AND SPECIFICATIONS IPORTIONS F THE W 1149 NE 1 / 1 47 NW 1 /4, SEC. ' 01 T P. 23 N.7 R: E. 5 E.� W.M. 1, ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 14, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATIONS, AS 8, A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON WHENEVER CONSTRUCTION IS IN PROGRESS. WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALT. STANDARDS AND SPECIFICATIONS AS APPROVED AND MODIFIED BY THE BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION, 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS- 2. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN LICENSED PROFESSIONAL SURVEYOR. OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT WRITING BY THE PLAN NINGIBUILDING/PUBLIC V1,'ORKS DEPARTMENT, AN AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM SURVEYOR: APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO 10, BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY, LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH ON A UNIFORMLY DENSE, UNYIELDING BASE, PIPE BEDDING SMALL BE HANSEN SURVEYING OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE, 17420 116TH AVE. S.E. 3- ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE MAXIMUM DENSITY, THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE 15, SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER I RENTON, WA 98058 PHONE: AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. TRENCH, MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE GASKETED ASTM D 3034, SOR 35, OR DUCTILE IRON CLASS 50, UNLESS 425-235 8440 SAME AS DESCRIBED. OTHERWISE APPROVED BY THE WASTEWATER UTILITY, 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND BENCH MARK: CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS TRAVELED ROADWAY SHALL BE BACKFILLED NTH CRUSHED ROCK AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COMER VERTICAL DATUM: NAVD88 CITY OF RENTON #1851 ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT CITY. ME IST SI__OPF IN AE_I, DIRFC;TIONS TO MATCH PAVING 3 1/2" DOMED BRASS DISC WITH PUNCH MARK ON SHALL BE, THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC CONCRETE STREET SURFACE AT THE: WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL 12• DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL CONSTRUCTED INTERSECTION OF NE 4TH STREET I f CONSTRUCTION, DATUM 1988 METERS. AND FOR HORIZONTAL CONTROL SHALL BE NORTH (SE 128TH STREET) & 140TH AVENUE SE. /199/ METERS UNLESS OTHERWISE APPROVED ELEVATION= 398-545' I 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. GRAPHIC SCALE I AND OTHERS ON THE CONSTRUCTION SITE. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 20 9 10 20 1 6, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF SCALE. IN FEET ORIGINAL SANITARY SEWER DESIGN BY: P TTMAN ENGINEERIN Civil Engineering and Consulting John J. Pittman, P.E. 12819 SE 38th Street, #159 Bellevue, WA 98006 (4251) 562-7226 4TERSECTION; TA. 10+00 (FIELD AVE. N CONSTRUCTION. CONSTRUCTION. 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IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATION AND DEPTH OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. SURVEY NOTE: EXISTING SURVEY FEATURES, BOUNDARY AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWNGS HAS BEEN PREPARED. W PANT, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, PITTMAN ENGINEERING CANNOT ENSURE THE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE SEEN INCORPORATED INTO THESE DRAVONGS AS A RESULT, M 475 470 465 M Cr h '�# s i 't : x , f / e Isil`u5r r>' ! 6" PVC, S=0,0200 FT/FT I"€¢ SIDE SEWER INSTALLATION s £CCMy f I� PER C.O.R. STD, PLAN 406.1 MSER (TYP ) 0a20 1". I" I 1; � I- � - . �gp 'rF# r' " ) t r' E' � j ^'`,I L f3 I i E f rr115 f � I I�--E .11 ji*f..'isAr•'e :a ,. '.l".`:"- r ,u... P....L......�, ._. .._ x S jGSN"a''9 s h, :.3 r, ,.�. 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