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Home My WebLink AboutS-339802Ld z z < I_ U) 0 Lli U) 0 ry z CL cr W v z D 0 MORTAR FILLET MANHOLE FRAME AND COVER SEE DRAWING BR29 (SP PAGE B074) 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 APPROVED 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 NOTES: 1. STEPS TO BE 3/4" o DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. �48" MH 48;; 6" MIN. 5 MIN 24" MIN. 21 I. D. 1 54 MH 54 8" MIN. 5,5" MIN. 24" MIN. 24" I.D. 1 60 " MH 60" 8" MIN. 6" MIN. 42" MIN. 30° I.D. NOTES: 1. STEPS TO BE 3/4" o DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5 ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD DR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. B. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. SANITARY MANHOLE 9. CONNECTIONS To MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. TYPICAL DETAIL 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 04/04 104/10/OA Revised notes. jnH DMC 107' -96 Added notes. lnry I AG I DWG. NAME: B071 SP PAGE; B071 I DATE 1. REVISION I BY JAPPR'D ........ .. . S W 114, SEC. 30, TWP. 23 N., RGE 5 E y W M. 12Y4„- 14" - 11" - 12 )14" 14" CAST IRON RING RECESSED LIFT POCKET NOTES: 1. 8" CLEANOUTS SHALL BE EASE JORDAN IRON WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A I , -0" THICK, 2'-D" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. 4. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR35. 8 OR 6 INCH CLEANOUT tiS p, ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 03/2005 DWG. NAME: B076-1 SP PAGE: 13076.1 CONCRE] CLASS R TIGHT I ED 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 WSDOTIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED By THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICA77ONS. A SET OF APPROVED PLANS SHALL BE KEPT ON S17E AT ALL 71MES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICA77ONS ON WEEKDAYS UNLESS 0774ERWSE APPROVED IN WRI77NG BY 774E PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY J. ALL LOCA77ONS OF EXIS77NG U77LI77ES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCA77ON SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE-CONS77?UC77ON CONFERENCE AND A 24 HOUR N077CE SHALL BE REQUIRED PRIOR TO STAR77NG NEW CONSTRUC770N. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STAR77NG CONS7RUC770N. (INSPEC770N WILL BE ACCOMPLISHED BY A REPRESENTA77VE OF 7HE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO N077FY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR 7HE MEANS, METHODS AND SEQUENCES OF CONS77?UC770N AND FOR THE SAFETY OF WORKERS AND 07HERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN S77?EET 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. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB S17E WHENEVER CONS7RUC77ON IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WTV AN AS-BUILT DRAWING OF 7HE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR la BACKFILL SHALL BE PLACED EQUALLY ON 80774 SIDES OF 774E 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 7HE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR U77LITY TRENCHES ON EXIS77NG TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPAC7ED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR CUTS INTO THE EXIS77NG ASPHALT SHALL BE NEA7LINE CUT WITH SAW IN A CON77N000S LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIA TEL Y AFTER BA CKFILL AND COMPA C 770N. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS 12. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 0774ERWSE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR 774E PREVEN77ON OF ON -SITE' EROSION AFTER THE COMPLE77ON OF CONSTRUC770N. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDA77ON IN ACCORDANCE W774 THE STANDARDS AND SPECIFICA77ONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND 7HE LATEST ED177ON OF 774E WSDOTIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN 774E RENTON STANDARD PLANS & SPECIFICA77ONS, 7HIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR 774E Top OF THE FOUNDA77ON MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, To UNIFORM GRADE SO THAT THE EN77RE LENG774 OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW 7HE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED AS7714 D 3034, SDR 35, OR DUC77LE IRON CLASS 50, UNLESS 0774ERWSE 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. MAY 20 - MISC-01 66