Loading...
HomeMy WebLinkAboutS-365702U11 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 .11 BIEEL DENET ] Pl MI. FIRE R'PMryENT 'FE NTMAN, E.M.. 10 BE I4Y➢ f2WRB µ,R N ) ppwlm me mm WR . W 10 20' wC% D BAOr BEX 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!M B- TOR SECTMRELIRAR BASE W VE NVt IDUEN EYPANSJN .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. CLASS 52 CEMENT LNEO. LENGM 10 FIT 1 2-31e 0.R' II STEL TE I.E. 16 . 6- . i YIui:VY J I/2 %Yp Q 1-1/r M'A91ED DRAOA PRIX KOOK BR (2 AHYR 61IXK URGE! HYDRANT 1 ABOVE MY II RACE 8 WL a TOI ETH LD:E IkU I. TN AND REDS OF de •°A" GRAVEL FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LE. AU d0.P9 MN S RACCVS YIN J' RzIg. Ff ONE YAN R III -1 6 RIl` COR REI RAD 6 � ' .I I- 1E PAR CUT FILL HYDP.ANT LOCATION IN CUT OR FILL PUBLIC WORKS FIRE HYDRANT ASSEMBLY BID. PUN IS - 910.1 DEPARTMENT MARCH 2010 FIRE HYDRANT ASSEMBLY SCALE NTS 11-1/4' BEND 22-1/2' SEND 45^ BEND CAP TrE 90' BEND nasi. BUSH, .W d sWu[ ¢ET ICE ROTER EW S.A.MpAM, . M... 6FASs MrySi 0WK15u0 WfACi`�kUU¢l H ya' 90' �5' HIF n • 0 Y Knu: �7�? wPtw er. il:'wC IIC �APUWl�iAY mRERIE ` A ,.O.urto Oh �uO PR T R rmsuE s `e wa OAER FORs nnawx ¢ THAN H. .1 p < A. Fm w.rzwcx ¢' Ot 4¢AYN" LIM .1 IX THMKt ¢OC[ ON - n5 . SPw OF 1RMa MN Haut OF TlsusF aa. RI • m. THE . Ia nH w»,AM rtk• I. OnE3NF AND 1S OF HpA:4 FM W( LV2J' MW C..R ARO FM yY TrtFS Au IT OL1V W®E. M OYAEP. 1 1'_.M 9Nil R P. FEY¢..,, IRdSnW® NA. fPJW 5 .VA ARMOR MNST 0. uAtt ME BKNLID KIN ax. I TAY'. HCRtia P31.4' `R1 OOVA` AFtu cuace x+s rcAgm weNW «w.nvYc I tRA. ."TDTP. AALa KK ary.. HRI.1,I ¢ ¢ .R.1."I .1. MT Ca.411 OR .5, K 5 1]F1 ea15 OR 4uD5 Aszu ro FW¢.KP AaRm. ® PUBLIC WORKS CONCRETE BLOCKING FOR SID. PUN - 990.2 DEPARTIIENC HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2010 RMS 4M1 TYPE A A . t.SCE RMI45 OP giAG4E ROD 9 -END DI.IERWS 2 TORN rvnLAD I; I CONCRETE BLOCKING FOR VERTICAL FITTING f - .y0 �_.1 AS, (l!B) An'to 1 B S. 4�.. IF B- 11 2 ' <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 VOKPAVRD \-lEE WIM E 905 QIIR£T WI IL NIY ME 4 , R' SI WREO E I FA%T E IXENNW MM N G EL IE INS SE Ap (6 GAPE `. 5 W fl 6 LRINft VNTNARF�HOD ROUND IYP IA T PNO g tEAB bP AA n RCN USA,.NI" Ex¢rme0 TO a E NDP CF TRE SND. Mn aP BOAR O ELVR! SPE PY $CARR A FI Fa, L� C a .1IEsm.IIN) VIA, FIE In^fAu A N] ADMITA^AE DURE6 PROCEFOR SDE' SEWER CONNEVIDIS TO MAIN Lll�FS MF 8. EO.lOM5 A NNRIE, CLAY A WI IN A NL IEE J G 2CITLE Ct1TJE9 (TFIN MMP.ED EWA). B V,cl(w u CORE OR LEO MTH A ECM C SADSLE (W WOLOO U NA.N- OVIE IMLLLL IRUN RQM SAW'., (CN APPROVED LON)OV WILYA ILI,nE NIRC 1BV COL. B. GLOME, I1w ANN CW,-ORIULEA WITH A I,.-. aN.E(OR IpE.OVfO EWA) 111E L WJ - Au IAM ECi MS TO RAI ItIES 914E M T H..AONPED RNWR-OURS OR THE 3TR'JONRE SHn.L 8E WRE-POLLED. RU Aj,IOWAd4C MA%. CAST INOFt PPE \ Oit-0U6RLC IRON PERF OH RE B1aK NG /� 'app t .e^ GOTR�g bIN SLOPE � \ roarzDNTm. 6 11R OIIR-LT IEE SR i...CYlC2 I/Alfl 8" MPL NPNJ IFTIIE1�CC4 AIN OV MINCES 1� ? ¢ N c R' F F\e A.➢QY R` TIE AT MATIN OYER35 ELEYGIlOtl eA Mi OMER OG SHOW ON PLAN, SINE SEYH£R SHAG HAVE A Mit, OW LT HO !.Y PROPERTY INE CN 3-5 LOWER THAN THE LOWEST HW4 i VA'ION, VMI(4F� R Li LdVHFRR. e PUBLIC WORKS STANDARD SIDE BEWWER 970. PUN 4011 ........ DEPARTMENT INSTALLATION ...........(SEWER MAIN TO'PROPERTY LINE) SEPTEMBER 2011 STANDARD SIDE SEWER INSTALLATION I E. AS .-I 1N. VEND V/yJ µ,R N ) ppwlm me mm �x u'eDA NO PEW. >l AXO x Yx�wx uc as ru O1.,1T MBE. f A. II nrx W �' PRy N, OHW,mMK W U t xws I �) Imus �I ry � H. k. ,. a ♦� YWVXF,OR AwJhO [. LIRALL ` 4 w I t4FF B 9LOCN INa 4Y�%IM IIIe mwH f _ A ^ A (�oswWT 2 ° ` l' ¢EwVR'1 9 y AA 2p 1/a' pa Aali m 1 :nM 1 P 5'EHLA I V9 BES 11 ING IL a -At'P m de •°A" aI PIAN ., ra oe >w. .-IA, I V-1 `RA LAA tlL VAYTNI FRAPSE a o TH Y A Alit LA . 1 la it It- mE I-mib tlm J nN.All AR... P woa 1. I.YN. T GR U L 5 6-V 57 rF MW YR RHUN R& S[ ' ~ ...... BV0.Lw^ MWN .. . M [M 9d. M 11. IM .vinC 1 'wr M W MA w.6 SILO RMA 61AL I5 .EAG Y VW 'H L I..TR' 1 xx ITICE yr 1A,H 1 7,1- tl Z Z '< .' 1y, n �8$ YXre 'BAN r Y A- a as O a. ZV E�PSR a 96. $H Nm A Ven0. ILwI..�oI. X ep a 31 IWH ) BR EF b P VR F a'X'fiS �` a ,RN va I.R RR O c20 V/ Q o N amd.0 "n �I ° 30 as -_ _ a ,,. JMLJJFR Rc.• e < ° .g AD AD DEBIGNED: �H . REVIEWED: •Hs�oc�I e.� .-.:.`Hao. E'ae°.� wa re aA.a CALL FOR LOCATIONS BEFORE YOU DG 48HR LOCATORS, L-8VO-424-5555 ''• 5 A� PUBLIC WORKS DEPARTMENT Twti..4. SM. PUN - 405.2 PUBLIC WORKS ' CONCRETE BLOCKING FOR VERTICAL FITTINGS 279. PUN -390.9 DEPAR ENT MARCH 2010 CONCRETE BLOCKING FOR VERTICAL FITTING f - .y0 �_.1 AS, (l!B) An'to 1 B S. 4�.. IF B- 11 2 ' <D FAST IRON RING AND ) BEND SCALE: NTS RAND OR EXPANDABLE FOAM TER TIGHT PIPE MATERIAL AS SPEGFS) BY DIE ENGINEER NOTES L 8- AND 6- CIENJWRS ON SEINER MAINS SY.AUL BE EAST JORDAN IRON MAKE, THE. Nm, 3658 OR EDI CLEAN WIT SHALL BE A WATER TICNT AS4N3LY, t IN LMINPROV- AREA$ 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 VOKPAVRD \-lEE WIM E 905 QIIR£T WI IL NIY ME 4 , R' SI WREO E I FA%T E IXENNW MM N G EL IE INS SE Ap (6 GAPE `. 5 W fl 6 LRINft VNTNARF�HOD ROUND IYP IA T PNO g tEAB bP AA n RCN USA,.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, FIE In^fAu A N] ADMITA^AE DURE6 PROCEFOR SDE' SEWER CONNEVIDIS TO MAIN Lll�FS MF 8. 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 RE B1aK NG /� 'app t .e^ GOTR�g bIN SLOPE � \ roarzDNTm. 6 11R OIIR-LT IEE SR i...CYlC2 I/Alfl 8" MPL NPNJ IFTIIE1�CC4 AIN OV MINCES 1� ? ¢ N c R' F F\e A.➢QY R` TIE AT MATIN OYER35 ELEYGIlOtl eA Mi OMER OG SHOW ON PLAN, SINE SEYH£R SHAG HAVE A Mit, OW LT HO !.Y PROPERTY INE CN 3-5 LOWER THAN THE LOWEST HW4 i VA'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 µ,R N ) ppwlm me mm �x u'eDA NO PEW. Z EaRf ASW N. 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 (�oswWT 2 q l' ¢EwVR'1 9 y AA 2p 1/a' pa Aali m 1 :nM 1 �.1 Q{ M£MM RIWj yo- 1 ue ern1e M gA. Dan 1_.1..1. iEM SCALE: NTS R p REE V/yJ µ,R N ) �x C 5(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 IN U m �W M, 3 w 0 o m U 3 r V/yJ NOTES �x PM A ..ea C) E ' Co' RWA' Wv 1 ImawNA. W 0O OZ RLtirtwac'EtlUVA OHW,mMK W Na I M PST0. J E I^ ry � q0V re0ONB.T¢ '1 ,. S` 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 `RA LAA tlL VAYTNI FRAPSE a o TH Y A Alit LA . 1 la it 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 L I..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 �` a ,RN va I.R RR O O a V/ Q o N amd.0 "n �I � -Ser .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 SrM ea„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 IN U m �W M, 3 w 0 o m U 3 r 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 � EA DO m N.a V m LL W C,IN Q n n O� r 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 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 OZ u y J I^ q0V Q W � EA DO m /W PC GOGO I n V, W O� vJ 2 Z Z '< O O 0 O ZV < Nm n _ m Q O O O 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 OZ u y o R1 -7.T I^ q0V EA DO m /W PC GOGO I n V,