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HomeMy WebLinkAboutS-365702 (2)U11 L, C 10 a - IF I J 1 I 2 I 3 I 4 ( 5 I 6 7 I 8 I 9 I 10 I 11 12 I 13 I 14 I 15 A PORTION OF SW J, NW a SEC. 19, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 11BIEEL DENET ] Pl MI. FIRE R'PMryENT 'FE NTMAN, E.M.. 10 BE I4Y f2WRB RN ) ppwlm me mm WR . W 10 20' wC% D BAOrBEX FB CF 1Y SERAD BAC Ci u'eDA NO PEW. 1.AT. MDA,., I AXO x Yx wx uc as ru CURB A. 48)5^ • 5' STCR.' _PAD PECO GST IPM NAVE BO% ..LiG 5Y .. HDR CONCRETE PAD RTIRE CDf.A, EWA TD 0.1Yi0 FODNDRY W. RWM PRy N, ttE., FINISH t0 YAT¢I SOMISTANDARDSSECTOR!MB- TOR SECTMRELIRAR BASE W VE NVt IDUENEYPANSJN .CANT AT SECTOR URRUN TD rR NA9M BAC OR SOEI.AUF AS iSgARED. 5.1 Qv'IiEx SOEWU; RAIEEp aaVEUENE NAIMFA TYPE SO -A ry OF FUxTNC B1RA / STNSCABTE TNO-MTA a" PEr-EC RVE k. a YWVXF,OR AwJhO [. LIRALL CIPhA ONI BLM.I:NG a t4FF B 9LOCN INa i L A ^ A CNfADR 1' CNR- I MAIN LOE RE. WM 6 f AXCE BEE WRET. IF GATE VAEVE lR % At) A. C -SOI, RESLE T BEAT l' ¢EwVR'1 6' PKTI£ EON EYE. 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MEUBLIC wORlE9 8 OR B INCR CLEANOUT M' PUN - umA DEEARRIENT POR SARITARY SEWER MAINS SEPl'EMBER 2011 CONCRETE BLOCKING -HORIZONTAL & VERTICAL BENDS , SANITARY SEWER CLEAN-OUT SCALE: NTS Date Plotted: 4/18/2013 12:13:57 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\114770607-609 By: SCALE: NTS I- W (SEE NOTE 4; LIMIT,. OF PIPE ZONE I EEGDING MATERIAL FOR SANITARY SEWER PIPE '/ O.D.OF PIPE SEE NOTE 6) \ j FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE HOLES 1. FROMM UNIFORM SUPPORT JNDER BARREL, 2, HAND TAMP UNDER HAUNCHES, A COMPACT BEDDING MATERIAL TO 559 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP DNC(. i. ME E%CAVAF:ON AND PREPARATION OF TAI IN ME SANITARY SEWER SECTION CF THE STANDARD SPEGFlCATONS FOR FRENCH MOT. W AND RENCNINO OPTMS THE PIPE ZONE MILL 8£ THE ACTUAL TRENCH IRBIL. 5. TRENCH BACKFILL SCALL CONFORM TO *BACKFIWtTG' IN THE SANITARY SEAER SECtiON OF THE STANDARD SPELIFICAICNS. E%REPT THAT ROCKS OR LUMPS LARGER Max I• PER RODE P- PIPE DIAMETER SHALL NOT BE USED IN THE MWIEL MATERIAL. 6 PPE ZONE MATERIAL SHALL BE GRAVEL BACXFRA FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIRCATIONS. T PIPE MUST BE ANCHORED IN SUCH A BANNED AS TO ENSURE F_OW UNE IS MAINTAINED M. PUN - 40S a;'1!•'; PUBLIC WORDS PIPE BEDDING ILi DEPARTMENT FOR SANITARY SEWERS MARCH 2008 SANITARY SEWER PIPE BEDDING SCALE: NTS FUTURE 6UigN63.EnErs PiPC. , WLLOWO BF'xEN B R x6- ff IN I H RE VOKPAVRDlEEWIME905QIIR£T WI IL NIY ME 4 , R' SI WREO E I FA%T E IXENNW MM N G EL IE INS SE Ap (6 GAPE5Wfl6LRINftVNTNARFHODROUNDIYPIATPNOgtEABbPAAnRCNUSA,.NI" Ex¢rme0 TO a E NDP CF TRE SND. Mn aP BOAR O ELVR! SPE PY $CARR A FI Fa, L C a .1IEsm.IIN) VIA, FIEIn^fAu A N] ADMITA^AE DURE6PROCEFOR SDE' SEWER CONNEVIDIS TO MAINLllFSMF8. EO.lOM5 A NNRIE, CLAY A WI IN A NL IEE J G 2CITLE Ct1TJE9 (TFIN MMP.ED EWA). B V,cl(w u CORE OR LEO MTH A ECM C SADSLE (W WOLOO U NA.N- OVIE IMLLLL IRUN RQM SAW'., (CN APPROVED LON)OV WILYA ILI,nE NIRC 1BV COL. B. GLOME, I1w ANN CW,-ORIULEA WITH A I,.-. aN.E(OR IpE.OVfO EWA) 111E L WJ - Au IAM ECi MS TO RAI ItIES 914E M T H..AONPED RNWR-OURS OR THE 3TR'JONRE SHn.L 8E WRE-POLLED. RU Aj,IOWAd4C MA%. CAST INOFt PPE Oit-0U6RLC IRON PERF OH REB1aK NG / ' app t .e^ GOTR g bIN SLOPE roarzDNTm. 6 11R OIIR-LT IEE SR i...CYlC2 I/Alfl8" MPL NPNJ IFTIIE1 CC4 AIN OV MINCES 1 ? ¢ N c R' F F\e A.QY R` TIE AT MATIN OYER35 ELEYGIlOtl eAMiOMEROGSHOWONPLAN, SINE SEYH£R SHAG HAVEAMit, OW LT HO !.Y PROPERTY INE CN 3-5 LOWERTHANTHELOWESTHW4iVA'ION, VMI(4F R Li LdVHFRR. e PUBLIC WORKS STANDARD SIDE BEWWER 970. PUN 4011 DEPARTMENT INSTALLATION ...........( SEWER MAIN TO'PROPERTY LINE) SEPTEMBER 2011 STANDARD SIDE SEWER INSTALLATION I E. AS .-I 1N. VEND V/ yJ RN ) ppwlm me mm x u'eDA NO PEW. l AXO x Yx wx uc as ru O1.,1T MBE. f A. 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PUN -390.9 DEPAR ENT MARCH 2010 CONCRETE BLOCKING FOR VERTICAL FITTING f - .y0 _.1 AS, (l!B) An'to 1 B S. 4.. IF B- 112 ' <D FAST IRON RING AND BEND SCALE: NTS RAND OR EXPANDABLE FOAM TER TIGHT PIPE MATERIAL AS SPEGFS) BY DIE ENGINEER NOTES L 8- AND 6- CIENJWRS ON SEINER MAINS SY.AUL BE EAST JORDAN IRON MAKE, THE. Nm, 3658 OR EDI CLEAN WIT SHALL BE A WATER TICNT AS4N3LY, t IN LMINPROV- AREA$ POUR A 1'-0' THOU. "-It' SRTARE. CCNCREFE, BASS 3000. PAD MOUND THE RING AND COVER. ME UBLIC wORlE9 8 OR B INCR CLEANOUT M' PUN - umA DEEARRIENT POR SARITARY SEWER MAINS SEPl'EMBER 2011 CONCRETE BLOCKING -HORIZONTAL & VERTICAL BENDS , SANITARY SEWER CLEAN-OUT SCALE: NTS Date Plotted: 4/18/2013 12:13:57 PM Filename: X:\PROJECTS\CIVIL\11000\11477.A1.00 - WA STATE AUTO DEALERS ASSOCIATION\CAD\BCRA\PRODUCTION DWGS\114770607-609 By: SCALE: NTS I- W (SEE NOTE 4; LIMIT,. OF PIPE ZONE I EEGDING MATERIAL FOR SANITARY SEWER PIPE '/ O.D.OF PIPE SEE NOTE 6) \ j FOUNDATION LEVEL BEDDING FOR SANITARY SEWER PIPE HOLES 1. FROMM UNIFORM SUPPORT JNDER BARREL, 2, HAND TAMP UNDER HAUNCHES, A COMPACT BEDDING MATERIAL TO 559 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP DNC(. i. ME E%CAVAF:ON AND PREPARATION OF TAI IN ME SANITARY SEWER SECTION CF THE STANDARD SPEGFlCATONS FOR FRENCH MOT. W AND RENCNINO OPTMS THE PIPE ZONE MILL 8£ THE ACTUAL TRENCH IRBIL. 5. TRENCH BACKFILL SCALL CONFORM TO *BACKFIWtTG' IN THE SANITARY SEAER SECtiON OF THE STANDARD SPELIFICAICNS. E%REPT THAT ROCKS OR LUMPS LARGER Max I• PER RODE P- PIPE DIAMETER SHALL NOT BE USED IN THE MWIEL MATERIAL. 6 PPE ZONE MATERIAL SHALL BE GRAVEL BACXFRA FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIRCATIONS. T PIPE MUST BE ANCHORED IN SUCH A BANNED AS TO ENSURE F_OW UNE IS MAINTAINED M. PUN - 40S a;'1!•'; PUBLIC WORDS PIPE BEDDING ILi DEPARTMENT FOR SANITARY SEWERS MARCH 2008 SANITARY SEWER PIPE BEDDING SCALE: NTS FUTURE 6UigN63.EnErs PiPC. , WLLOWO BF'xEN B R x6- ff IN I H RE VOKPAVRDlEEWIME905QIIR£T WI IL NIY ME 4 , R' SI WREO E I FA%T E IXENNW MM N G EL IE INS SE Ap (6 GAPE5Wfl6LRINftVNTNARFHODROUNDIYPIATPNOgtEABbPAAnRCNUSA,.NI" Ex¢rme0 TO a E NDP CF TRE SND. Mn aP BOAR O ELVR! SPE PY $CARR A FI Fa, L C a .1IEsm.IIN) VIA, FIEIn^fAu A N] ADMITA^AE DURE6PROCEFOR SDE' SEWER CONNEVIDIS TO MAINLllFSMF8. EO.lOM5 A NNRIE, CLAY A WI IN A NL IEE J G 2CITLE Ct1TJE9 (TFIN MMP.ED EWA). B V,cl(w u CORE OR LEO MTH A ECM C SADSLE (W WOLOO U NA.N- OVIE IMLLLL IRUN RQM SAW'., (CN APPROVED LON)OV WILYA ILI,nE NIRC 1BV COL. B. GLOME, I1w ANN CW,-ORIULEA WITH A I,.-. aN.E(OR IpE.OVfO EWA) 111E L WJ - Au IAM ECi MS TO RAI ItIES 914E M T H..AONPED RNWR-OURS OR THE 3TR'JONRE SHn.L 8E WRE-POLLED. RU Aj,IOWAd4C MA%. CAST INOFt PPE Oit-0U6RLC IRON PERF OH REB1aK NG / ' app t .e^ GOTR g bIN SLOPE roarzDNTm. 6 11R OIIR-LT IEE SR i...CYlC2 I/Alfl8" MPL NPNJ IFTIIE1 CC4 AIN OV MINCES 1 ? ¢ N c R' F F\e A.QY R` TIE AT MATIN OYER35 ELEYGIlOtl eAMiOMEROGSHOWONPLAN, SINE SEYH£R SHAG HAVEAMit, OW LT HO !.Y PROPERTY INE CN 3-5 LOWERTHANTHELOWESTHW4iVA'ION, VMI(4F R Li LdVHFRR. e PUBLIC WORKS STANDARD SIDE BEWWER 970. PUN 4011 DEPARTMENT INSTALLATION ...........( SEWER MAIN TO'PROPERTY LINE) SEPTEMBER 2011 STANDARD SIDE SEWER INSTALLATION I E. AS .-I 1N. VEND V/ yJ RN ) ppwlm me mm x u'eDA NO PEW. Z EaRf ASWN. AXO x Yx wx uc as ru O1.,1T MBE. f Tq. PH"W 9nL r4pI' IS II nrx W PRy N, OHW,mMK W Na xws I ) Imus I ry H. k. S` YWVXF,OR AwJhO [. LIRALL I0' 9TRfKf 3[D 4Y% IM IIIe mwH f W oswWT2 q l' ¢EwVR'1 9 y AA 2p 1/a' pa Aali m 1 :nM 1 1Q{ M£MM RIWj yo- 1 ue ern1e M gA. Dan 1_.1..1. iEM SCALE: NTS R p REE V/ yJ RN ) xC5(YFH aK YE MORS 3 I T1. n0, AXO x Yx wx uc as ru W Tq. PH"W 9nL r4pI' IS II nrx W PRy N, TYPICAL BUILDING SEWER 2 INUm W M, 3w 0omU3r V/ yJ NOTES x PM A ..ea C) E ' Co' RWA' Wv 1 ImawNA. W 0O OZ RLtirtwac' EtlUVA OHW,mMK W Na IMPST0. J E I^ ry q0V re0ONB.T¢ 1S` YWVXF,OR AwJhO [. LIRALL VVI 11 WOH 1, 111 0. vaY f WSircy m 3[D 4Y% IM IIIe mwH f W L q LYSE .1j. WOO.O OR ".AHI 9 y AA 2p 1/a' pa Aali m 1 :nM yR E WH. eE yo- 1 ue ern1e M gA. Dan 1_.1..1. iEM At'P m Em o9A oL o B. o,1R PIAN ra oe >w. IA, I V-1 `RALAAtlLVAYTNIFRAPSEaoTH Y AAlitLA . 1 lait It- mE I-mib tlm nN.All AR... P woa 1. I. YN. T GR U L 5 6-V wPH1b rF MW YR RHUN R& S[ BV0.Lw^ MWN M [M 9d. M 11. IM .vinC 1 'wr M W MA w.6 SILO RMA 61AL I5 .EAG Y VW H LI..TR' 1 2 ie- w.er n JmAe vJ yr 1A, H 1 7,1- tl Z Z 1y, bAl. S YXre BAN r Y A- a as O a. ZV E PSR a 96. $H Nm A Ven0. ILwI..oI. X ep a 31 IWH ) BR EF b P VR F a'X'fiS ` aRNvaI.R RR OO a V/ Q o N amd.0 "n ISer .Rh MnnmHa A—. 1. AW. I L'X 01'10 JMLJJFR Rc.• ww naix 1`'HH a .Yvaxa en.na DEBIGNED: H mq HHn..n SrMea„s mr :. REVIEWED: Hs oc I e. .-.:.`Hao. E'ae°. wa re aA.a CALL FOR LOCATIONS BEFORE YOU DG 48HR LOCATORS, L-8VO-424-5555 A PUBLIC WORKS DEPARTMENT TYPICAL BUILDING SEWER FROM PROPERTY LINE TO SM. PUN - 405.2 BUILDING CONNECTION SEPTEEBER 2011 TYPICAL BUILDING SEWER 2 INUm W M, 3w 0omU3r CITY OF RENTON SCALE: NTS UJ Approved by: Date: S=365702 ZA Approved by:K, J E Date:10 Approved by: Date: JMJ vi Know what's below. Approved by: Date: Call before you V/ yJ D x O C) W 0O OZ r N u y W J I^ ry q0V Q W EADO m N.aVmLL W C, IN Qnn O r CITY OF RENTON SCALE: NTS UJ Approved by: Date: S=365702 ZA Approved by:K, JE Date:10 Approved by: Date: JMJ vi Know what's below. Approved by: Date: Call before you DATE 10.05.12 SCMNO. 11477 CADD FILE: 11477CSOO SHEET TIRE UTILITY DETAILS BCRA SHEET C6.07 PERMIT SET t t V/ yJ D x O C) W 0O OZu y J I^ q0V Q W EADO m W PC GOGO I nV, W O vJ 2 Z Z O O 0 O ZV Nm n m Q O OO a V/ Q o aZ DRAWN: JMLJJFR DEBIGNED: NJC/JFR REVIEWED: JJG DATE 10.05.12 SCMNO. 11477 CADD FILE: 11477CSOO SHEET TIRE UTILITY DETAILS BCRA SHEET C6.07 PERMIT SET t t D x O C) 0O OZu y o R1 -7.TI^ q0V EADO m W PC GOGO I nV,