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Home My WebLink AboutS-339801Z Q U) U) Z w Y Z J Q MORTAR FiL_ 7 _ R M 1 NG Bt L_ 1 " j RUBB-R GA.S�E ED JCIN TS IN :. COR NCE A',,H AS_M C -443 '... STEPS 314" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE !NC.. OR AP ?ROVED EQUAL. MAX. PIPE SIZE -- 'E' LADDER —STD. ALUMINUM OR GALVANIZED STEEL CONCRETE STELE PRECAST BASE SECTION OR CAST IN SHELF. SAN' T ARY MANHOLE TYPICAL DETAiL NOT TO SCALE '.. .A 'B .G. .D. .F. MIN. i 5-MIN 1 24" MIN. 21" I -D. 54" ! B• MIN. 5.5" MIN 124" MIN. 24' I.D. ! 60' MH 1 60" 8 MIN. b" MIN i a2" M:N. 30- I.D. G �s S> S TB 3= 37 <- P BEFWMED BAR GALVAwzL-o SA,-ETY STEPS OR EouAL. '..£ BEFORE MANHRE SECTIONS ARE NSTA= CASBNG TO BE P-ENBRAMN'G BR- W10LE —TONS TO BE OF EOBC ,Te ED PRECAST CONCRETE. 5 ALL —11 — BE GRBU LB w SANITARY SEWER "NHRES m:TERIOR SURFACES. 1 1DNG CHAA.NELA DoATED (SEAtED)'MTH A H. soL�DS uRC:Pa;E PON.., —EN uc AROSHIE_G OR�G. APPBOMEp ECUAL CO OR CF COATIN 5 ALL BE —1 RUBBER GABKEIED JPITS SHALL BE N CON.ORMANCE W ASTM 3 e CHANNEL HEIGHT SHALL E A ZNRAUM - 3/4 THE NETJE o ETER OF HE LARGEST w E. SANITARY MANHOLE B. CONNECTIONS TO MANHO.E SHA1 BE MACE USING GPK ADAPTOR NOR N SEAL BOOTS OR AaPROvEG EGUAL TYPICAL DETAIL ,O oLES M "'AL TO AND FALL PRoMCB. SYSTEM Y ADOPTED CITY OP RENTON ` � • STPNOABD PIANB 1sT Dare: oa /oA < Reuses .rotes ADMC O II 4fi AC —1— Y G DATE .-.!ON BY APPR' DWG. NAME: 13071 SP PAGE: 8071 W o RECOMMENDED FOR APPROVAL er: Hate 7 �l A e EXPIRES 03/19/20079 SW 914, SEC. 30, TWP. 23 N., RGE 5 E, W M. %" 11 N C SOCKET HD SCREW 1 Ya" LONG r �n (BRONZE OR S.S.) CONCRE CLASS ) , Ul p `1'+ )j" x 2" RAISED PADS 1 G 4 - - �i FIBER JOINT J WATER TIGHT PACKING PLUG 12 4' 14" to 2.. Y. �• I 45'(1/8) BEND �P 2' o� 11 4'P 12 Ye" ZO a" 56' 0 CAST IRON RING AND COVER �P� PIPE MATERIAL AS SPECIFIED G - BY THE ENGINEER PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. 1. 11 ASPHAI-T RESTORE _LNG CUEAROUT RING AND COVER AS REQUIRED BY STANDARD DETAIL ORNG ER36. SANITARY SEWER NOTES - 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE C17Y OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF 774E WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY 774E CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIRCA77ONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SI7E AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN 774E STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WITO(DAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED 7RAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RICH a- WAY. J. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CON7RACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE 4. A PRE — CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO 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 70 NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILUNC ALL CONSIRUC770N. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONS7RUC7ION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF 7HE CONTRACTOR TO OBTAIN STREET USE AND ANY 07HER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPAR774ENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB S17E WHENEVER CONSTRUCRON 15 IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON K17H AN AS —BUILT DRAWING OF THE 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 BOIH 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 7HE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING 7RAVELED ROADWAY SHALL BE BACKRUED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS INSPECTOR. CUTS INTO THE EAIS77NG ASPHALT SHALL BE NEA77JNECUT W17H SAW IN A CONTINUOUS LINE A TEMPORARY MIX PATCH. MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER C17Y OF RENTON CURRENT STANDARDS. 12 DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR 07HERWISE STABILIZED TO THE SA77SFAC77ON OF THE DEPAR714ENT FOR THE PREVEN77ON. OF ON —Sl7E EROSION AFTER 774E COMPLETION OF CON57RUCTON. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS. OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST £D177ON OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED.. AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIRCA710NS THIS SHALL INCLUDE NECESSARY LEVELING. OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MA7ERIAL,.AS. WELL AS PLACEMENT AND COMPACTION OF REQUIRED.. BEDDING MA7LRIAI- TO UNIFORM GRADE SO THAT THE EN71RE LENGTH OF THE PIPE WILL BE SUPPORTED ONE A: UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6:INCHES ABOVE AND BELOW 774E PIPE.. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED AS774 D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 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. li4? :7 -.J7'1 JfJ 1 t FR { " u - -3 +_ IS 33901 n 'G 0 11TH w 4