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Home My WebLink AboutS-339803Ld z z Q I- W U) Z CL oC z O MORTAR FILLET MANHOLE FRAME AND COVER SEE DRAWING BR29 (SP PAGE 8074) ADJUSTMENT (4°' MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C -443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVER EQUAL. MAX. PIPE SIZE - 'E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF, SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE 'A' I '8' I 'C' I 'D' 'E' MH 48 6" MIN. 5"MIN 24" MIN. 21" I.D. MH 54 t 8' MIN. 5.5 MN. 24" MIN. 24" I.D. MH 60" 8'° MIN. 6" MIN. 42 °' MIN. 30" I.D. SW 1/4, SEC. LIFT POCKET . 2 M. -- 11 N.C. SOCKET HD SCREW 1 X" LONG (BRONZE OR S.S.) JV x 2" RAISED PADS 12 A" — 14" — I 2t 0 Imo-- 11 " -�°I 12 Y." 14" QAST IRON RING AND COVER mum ANOUTS SMALL BE EASE JORDAN IRON WORKS,, INC. No. 384$ OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY, 2. IN UNWPRW0 AREAS. POUR A 1* -0. THICK. 2• -0` SQUARE CONCRETE. CLASS 3900. PAD AROUND THE RING AND COVER. &. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING MO COVER AS REQUIRED BY STANDARD DETAIL DRAWING 'BRX FIBER JOINT PACKING 45' (1 /8) BEND X+ �4 WATER TIGHT PLUG PIPE MATERIAL AS SPECIFIED BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. SANITARY SEWER NOTES: 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST ED177ON OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN 774E RENTON STANDARD PLANS & SPECIFICATONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SI7E AT ALL TIMES DURING CONSTRUCTION. 2 THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPART WENT. AN APPROVED 7RAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. J. ALL LOCA77ONS OF EXIS77NG U77LI71ES SHOKW ARE APPROXIMA7F AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY 7HE 7RUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE- CONS7RUC770N CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PRIOR TO STAR77NG NEW CONS7RUC77ON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONSTRUC770N. (INSPEC77ON WILL BE ACCOMPLISHED BY A REPRESENTA77VE OF 774E CITY OF RENTON.) IT SHALL BE 774E CONTRACTOR'S RESPONSIBILITY TO N077FY 7HE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR 774E MEANS, METHODS AND SEQUENCES OF CONSTRUC7ON AND FOR THE SAFETY OF WORKERS AND OTHERS ON 7HE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUC770N. Z 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 WHENEVER CONS77?UC770N IS IN PROGRESS 9 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON W H AN AS BUILT DRAWING OF 7HE 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 WIN 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. MA7FRIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR U77LITY 7RENCHES ON EXIS77NG 7RAVELED ROADWAY SHALL BE BACKFILLED Wl774 CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. CUTS INTO THE EXIS77NG ASPHALT SHALL BE NEAMINE CUT WITH SAW IN A CON77NUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BA CKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS 12. DA TUM SHALL BE CITY OF RENTON, 1988 NA VD. 13. ALL DIS7URBED AREAS SHALL BE SEEDED AND MULCHED OR 07HERW/SE STABILIZED TO THE SA77SFAC77ON OF THE DEPARTMENT FOR THE PREVEN77ON OF ON -SITE EROSION AFTER 7HE COMPLE77ON OF CONSTRUCT7ON. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA77ON IN ACCORDANCE WITH THE STANDARDS AND SPECIFICA7IONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND 774E LATEST ED177ON OF 774E WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICA77ONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR 7HE TOP OF 7HE FOUNDA77ON MATERIAL, AS WELL AS PLACEMENT AND COMPAC7ION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENG7H OF 774E PIPE WILL BE SUPPORTED ON 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, SOR 35, OR DUCTILE IRON CLASS 50, UNLESS 07HERWSE APPROVED BY THE WASTEWATER U77LITY. 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 DIREC77ONS TO MATCH PAVING. •:1 YOUNKER NISSAN 3401 EAST VALLEY ROAD RENTON, WASHINGTON 9805 SANITARY SEWER NOTE'S & DETAILS MISC -0166 b 9 r� 0 N O ITI O w ww' 7y l` V