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Home My WebLink AboutS-365701I.1 C E F W J 1 I 2 I 3 I 4 I 5 6 I 7 I 8 I 9 I 10 I 11 I 12 A PORTION OF SW 14, NW a SEC. 19, TWP. 23 N., RGE. 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON TO I CY ONSEED Br p.". TIRE DEPWnwr I" HIANA, FAUSUSEN To BE 4WD GEWRED v11 Lw NFMI Su0 A' 10 W' III BATA BE 00 GF PIPE wlm a+ - mLND eACK rc 3' NNN ANAL IS ABOADENI TO �C6 m ` /! s8)5' X S' SitlC -1TG -OBOE EAST IRA! VALYE BOX'.w1N LUC As' epos sXAU. m+ Ik rscB`T... SI 'x5 b' T18C✓. COICREtE PAD ARW"D TPE LOA EQ1AL TO 0. \Y9C PWXORY L, . RLC P.A., FlmA la YAUCH gET4x_ STNnARD Y TOP SECTM MM RENUP BASE EMNAISCN NXIN AT SECRON LEMBTH TO EAT. VN.K NVl FORDIS. Q SAENMK AS AO AR O. _ 1 �INEA OXCAEIE 4OEV4% -RNffD P4VEVEHi vNAEp iYRE 80 A Q W OR PUNpn'v SIRY SpN5M4TE MG -WAY BLUE REFLECTIVE u ' T ➢E B ROCK oR as VE DC 36 4M AMR A S i+' eEw A+o PLDG COVER SETERATE M.I. p: d � - n 1 .A, @Oy' `: V \ yµ! LID TEE MM 8• RAN. ADE WREN. ' `B- BATE VALK RL N W) . C -S09. RESENT SEAT 6' CUCfiE FOp FIFE. CLASS 52 CLNENT LwEO. UEI 10 fR 1-3/e OT TDI SAIL NE pWb I6 . o 4. 00 LVXXLTN y2 YN0 OF 1 -1 /4• Y41FD MR. RWI B_OC:( ORWt NYJANrt ER UTC 1 ll BJDT FWHL RACE 8 u POLVET NAkX 1. A'QRN TOP AND 59E5 OF Q GRAVEL Qlcdl�rtDMa Virzi Plasys..�i'o' Yx cmu rs w,EwYx IEn II,w lrA. FIRE HYDRANT ASSEMBLY LEVEL 0.L RAISES �Y'R 4L GP0.0.9 !H! S 1 GRO Y PNXVS r' CNE MAN Rq}; D .... A COCKEYE PAD � 15 CONCRETE PAD CUT FILL HYDP.ANT LOCATION IN CUT OR FILL ® PUBLIC WORKS FIRE HYDRANT ASSEMBLY SAD. PLAN - 310.1 BEPARTNENT LARCH 2010 FIRE HYDRANT ASSEMBLY SCALE: rtes 11 -+ /4' BEND 22-1/2• BEND 45' BEND C LEE C STAI t MAX ANI I ND sII CF. ice NS I)AiN TYY I'. AS AYGM RA 11H, .'T., - naw S,I a a Onmvrm P. pE vwrEw. ]. Hr A.S MYL R P.. 1146 /4.Y1 rPf.RTMYd XI.R2 OtOLIL. A.LLPRCL4 NIP AIAHIMRSH R VYwi xEAOIPAPIP wIN4�BPMHL IS AY,y Bwe RSR<T . N. 2oowc s.kl M EAKANE a s V -.p} HAS N . AS-IT III PE.,ETAIT FF.rc� RI. AN ro1 a.0,. Ill.L .1 Bx+F RA aMOS A W0.NOS 4Wl. NPWY(F➢. ® PUBLIC WORK CONCRETE BLOCKING FOR 579. PLAN - 890.E DIfPARTLENT HORI20NTAL AND DOWNWARD VERTICAL BENDS NARCH 2010 NWT OU A'MW AFU w SMI.u[ ,RT ISEE Ix: Ril rCP MRLOMW. AAA WWMW ,rRM/l. FF+A FOR rt 1 S. 'l. \£R , DDMI v11 Lw NFMI Su0 UWACi SANG k tluW 00 GF PIPE (SEE NOTE 6) µT rrE /�? m ` /! As' epos sXAU. m+ Ik rscB`T... SI Hm RLC A aiSW RWa @rY r/3 Y1q IIC W Lw %W 6 E A Q W ° A t G � • . T u ' T ➢E B ROCK oR as VE DC SIP, AMR A S i+' eEw A+o PLDG rt2 HBE3 d � - 111 T x 3 I TV 4. 00 rNeAS Q Qlcdl�rtDMa Virzi Plasys..�i'o' Yx cmu rs w,EwYx IEn II,w lrA. w-NI a Txwzt Al . rnw a , nIw w .YA11T a ,XwsT arc. 1rN - a0. PFE .. z 'RnGM XM1 2 NRN @UCKLES 1 MIEN+ a'... �r 4a .rt I A`.ADP FOR rt 1 S. 'l. \£R , DDMI DESIGNED: 2 INNFN,N ES' y J' 00 GF PIPE (SEE NOTE 6) o s_ ETAI I1B II w LuxH A wrc .ND .sl gw. Focr:oAnoN Le.EL ` /! As' epos sXAU. m+ Ik rscB`T... SI _.. r BLVD ASR, wD uGA A ° g Q W ° A t G � • . T u ' T ➢E B ROCK oR as VE DC SIP, AMR A S i+' eEw A+o PLDG rt2 HBE3 d � - 111 T P 3 I TV 4. 00 Q 0 iI IWJSE �I xWR SI rWS ?IpISE it +P Rc 500 I.' I nx Z wRrAU -. nwR R ^ INSIDE. RAND$ OF $A ACE E ROD BEND 4UCYIP PW.S ('IT CONCRETE BLOCKING FOR VERTICAL FITTING C� T 00 OOC AS' (r /9) BrNO 1 1 f t J:' T1 eP ' TP NO j / r�T IRON PoNG AND CO`JER p�/ BEND SCALE: NTS TIGHT PIPE MAR. AL AS SPECIFIED BY WE ENGINEER NOTES 1. 0' AND O' CUTANO10S ON SEAR MAINS SHALL BE EAST JORDAN RON VKRKS. flC. L. MS. W ENAL CLEAN QIi SHp1 BE A WATER MITT AS41A3Y. .'. IN UWMPTA040 AREAS. POUR A 1' -0' MILK. £b' SOUNPE CONCRETE, CLASS 3100. PAD AROUND THE RHO AND COVER, •:,� PUBLIC WORKS S OR S INCH CLEAN•OVT " "• DEPARTMEAT FOR SANWFARY SEWER MAINS 9EPDENBER 2Di1 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.A7.00 - WA STATE AUTO DEALERS ASSOCIATION \CAD \BCRA \PRODUCTION DWGS \114770607 -609 By: SCALE: NITS W (SEE NOTE 4j --I,- LIMITS OF PIPE ZONE BEDDING MATERIAL FOR 5 DESIGNED: 2 INNFN,N ES' y J' 00 GF PIPE (SEE NOTE 6) o s_ ETAI I1B II w LuxH A wrc .ND .sl gw. Focr:oAnoN Le.EL ` /! As' epos sXAU. m+ Ik rscB`T... SI _.. r BLVD ASR, wD uGA A ° g Q W ° A t G � • . T u ' T ➢E B ROCK oR as VE DC NG BP O5 AMR A S i+' eEw A+o PLDG YI3 d � - 111 S ' I Q iI IWJSE �I xWR SI rWS ?IpISE Lu I.' I nx Z wRrAU -. nwR �O o ZU D ,. M A:y�:TAANA UK saBFN�. �p E(C G T W OMR 1NW Swa[ F.YLY 5 F W T(MCNJ .. Wu. l2S �.j ME MlM d e ' �` 0 Z it s WO 45 sq 20 a a • °s -a. as s .... ..... .....3'n -.. •. p ° / 5 t• Tv?� - -F. 4 ` PIJBIIC WORKS. CONCRETE BLOCKING FOR VERTICAL FITTINGS SIB. PIM - 3311.9 LARCH 2010 DEPARTMENT CONCRETE BLOCKING FOR VERTICAL FITTING C� T 00 OOC AS' (r /9) BrNO 1 1 f t J:' T1 eP ' TP NO j / r�T IRON PoNG AND CO`JER p�/ BEND SCALE: NTS TIGHT PIPE MAR. AL AS SPECIFIED BY WE ENGINEER NOTES 1. 0' AND O' CUTANO10S ON SEAR MAINS SHALL BE EAST JORDAN RON VKRKS. flC. L. MS. W ENAL CLEAN QIi SHp1 BE A WATER MITT AS41A3Y. .'. IN UWMPTA040 AREAS. POUR A 1' -0' MILK. £b' SOUNPE CONCRETE, CLASS 3100. PAD AROUND THE RHO AND COVER, •:,� PUBLIC WORKS S OR S INCH CLEAN•OVT " "• DEPARTMEAT FOR SANWFARY SEWER MAINS 9EPDENBER 2Di1 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.A7.00 - WA STATE AUTO DEALERS ASSOCIATION \CAD \BCRA \PRODUCTION DWGS \114770607 -609 By: SCALE: NITS W (SEE NOTE 4j --I,- LIMITS OF PIPE ZONE BEDDING MATERIAL FOR U) DESIGNED: SANITARY SEWER P IPE REVIEWED: 00 GF PIPE (SEE NOTE 6) 9/1VAREN/m/1 ETAI I1B II w LuxH A wrc .ND .sl gw. Focr:oAnoN Le.EL GADD FILE: W As' epos sXAU. m+ Ik rscB`T... SI _.. BEDDING FOR SANITARY SEWER PIPE JITTI :. PROU.DE UNIFORM SUPPORT UNDER BARREL, 2. HAND 'AMP UNDER HAUNCHES: 1 COMPACT BEDDING MATERIAL i0 559 MAX, DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "E LAVA-CH AHO PREPARATION OF TRENCH IN THE SANITARY SEWER SECT'6v OF TRL STANDARD SPECIFICATIONS FOR TRENCH MOTH W AND TALNCHNG OPTIONS. TIE PIPS ZONE WILL BE THE ACTUAL TRENCH 'M01H. 5. TRENCH SACKFILL S4AM CONFORM TO "'BACKFlLL.NG• N WE SANITARY SEWER SECTION OF THE STANDARD SPEOFICATONS, EXCEPT THAT ROCKS OR LUMPS LARGER MAN Y' PER FOOT OF PIPE DIAMETER SHALL NOT BE USED N THE SACKFIM MATERIAL. 6, PIPE ZONE MATERIAL SHALL BE 'GRAVEL BAEXPLL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE $TM:DARD 5PE01FEO.�TglS. ]. PPE MUST BE ANCHORED IN SUCH A MANNER AS W ENSURE FLUA UNE IS MAINTAINED. PUBLIC WORKS PIPE BEDDING ""N RAN - 406 •�' DEPAI MEM FOR SANITARY SEWERS - MARCH 2008 SANITARY SEWER PIPE BEDDING SCALE: NTS Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: 13 1 14 1 15 FUNK 6' B4LLD.HG SgEP %Pf ET UAO SE'RLR R C wl'H A ?ye UmLET I ...... YE -2 '. SILO NIAANG P.I RNNIED i,PFAS LEAHCT 91M WN 1E iX E ' LE AMER' SX IN G N d° HIGH ,DI DN STU Yp IB WRE L[ VAST YNN pIN6 A COVER pgAPPED ppWNO dE SND .W 0 r LM DAN IF:N WRNS TENDEr TD THE TOP N, M E S I ER STUD _ ft6 OR MNAOYEO F XA4. IT a sNOTT AFTER' ON 110. SEE sm INAN <m., PCP 11 .1 All "TAYlT NAYI R ACCEPTA U PROCEDURES AIR 4DE SEVER CANNECTp$ TO Y N RK< All AS MOLOASi A. NWFEO ITAY N - I1), I A GE.P TEE .. 111. (Al NAACO ES {➢MUHD EOVAL). r R M A "O"ke SAXAC W 9, CUC E[E Al .0 E MkLEO AFNWAIA LO]Aq C PVC N N CCRL -D '11" i IOVIAC: P.X (Ol APPROVED 01'1') . 1 I Err LEE UsNG Mm LYWJNGz D. DV R£.0 xp1 - CAPE .11. AIM A RWAC DAMN' (OR pIPOISD EWAU i.. YAN ME EERAFTVEN - ALL Im""TICNS !O YAMNYG LIALL K A M TUFAITURPD xNIX% -d115 OR ME 5WUCRIBE MN.. CORE- DALLED -so ALLOWABLE FAA FNi CAST IRAN PIPE OR OOCTILL IRON PP S / CV eA5 M.G CONCRETE 7 BLOONINO / e JPWT� '0' i� fi AAPC I� _G'3H 29 41N SLOPE NORMONTx 6" SIOC CURET TEL AIN AIN TASK MAIN S- 411N. M M Of'EEJ AT M MAIN OfdiiF. iYP fP <0 Sr R LNARIXi OF 'EE AT 7 OVER 25 ELEY6I9tl NOTE: UNLfES PTHERWISf SHOWN ON PLAN, SIDE SEVER SHALL HAVE A MINIMUM 2:5 COWET AT PROPERTY LINE OR 3 -5' LOWER LNAN ENT ONTST HOU4" F:IEVAFON. WICHFNER IS LOWER. PUBLIC WORKS STANDARD SIDE SEWER 51110L LA f. RUIN - "A ✓,�p INSTALLATION '---- - - -- -- DEPARTMENT (SEWER MAIN TO PROPERTY LINE) SEPER&IBER 2011 STANDARD SIDE SEWER INSTALLATION SCALE: NM 8 mEa,r iia ww. b PVdS 5[MH PIIIU, "E N pt3RNARV Y)_K qi AAACK0 W F4. L< 2 ' UN 111 PITY YA�Aa w \` EJ n N9YA ° AE EN LIA:RAA NA.. EIYEN.1 R \� ^mm�4 I /A p kd leaf.ne 3 £1 SJ CE r1E. 'W' tm vst6 G n1 4 m me M 6 Aye of o 9rode o I( AT ANA x ?Lan NA°R.,Im .I .I« ...n. tm 3 Il,H n .«,.:. UFV0UMA .1 m -I n.P. , .Iw «u M O CPERn ITS -I 5 a L'I�FI'1 <n ' sT ylu. r�DROYP VE .pE Rb1Y BV0.tw^ 'N � <tta-W M 1 �M Iny.WK i ~ SCE AMR WLLIHC 4Vk9 V S.VVA_ Mr o' I.nl .H z. e .. -A of IM taa L l- Z .. , « `B Td „emrs - leu T. Arm A., 11 AA1AF. aotm yL N e t Li n 1.) 3: `: B X61 yry} IAl l.,:w. A.1 ..-IA � -eI. ' NEST �` K'r.e mlaa m 1 ,4M Nnlm'.Iama Pa ,F,. SmW °nee. <".«"x..m� °<n,..:F os. Paa.< Kj! S m o. -F .Y. 1-1 « 1.- �n g Io. m w en. a mam:,m rwTAnau -1 .rov.11m eS `,II S? Z naW.Yp vF ,H_ xl.er. wn,mY Mn a...:s mC d Wnn CALL FOR LOCATONS BEFORE YDJ DG 48HR LOCATORS 1 -WU- 424 -5555 IC WORKS TYPICAL BUILDING SEWER M. PLNI - 405.2 PUB OEPIC WORT FROM PROPERTY LINE. TO BUILDING CONNECTION sEPTE1[BER 2011 TYPICAL BUILDING SEWER SCALE: WS Sm36570 I Know wheys below. Call before you II �- 3570( ® AD �a AD 3 � a,C) �c mBj a � N N m j ry � Vm 0 N. IN Q U! o r AT 0 SEAL �1 U) DESIGNED: A «Arc A FlDDND REVIEWED: JJG w 10.05.12 ETAI I1B II w LuxH A wrc .ND .sl gw. 1W]I GADD FILE: W As' epos sXAU. m+ Ik rscB`T... SI r BLVD ASR, wD uGA l ,A a'1 BEAD) RE 1, Q W n' i/2 \ oR ;x.a <X:vlr W ff+A ARA 0 AMR A S i+' eEw A+o PLDG Tu IeawB A swr ¢ . 111 �/ . ...............• ' I Q iI IWJSE �I xWR SI rWS ?IpISE Lu I.' I nx Z wRrAU -. nwR �O o ZU D ,. M A:y�:TAANA UK saBFN�. �p E(C G T W OMR 1NW Swa[ F.YLY 5 F W T(MCNJ .. Wu. l2S �.j ME MlM Q N US 8 mEa,r iia ww. b PVdS 5[MH PIIIU, "E N pt3RNARV Y)_K qi AAACK0 W F4. L< 2 ' UN 111 PITY YA�Aa w \` EJ n N9YA ° AE EN LIA:RAA NA.. EIYEN.1 R \� ^mm�4 I /A p kd leaf.ne 3 £1 SJ CE r1E. 'W' tm vst6 G n1 4 m me M 6 Aye of o 9rode o I( AT ANA x ?Lan NA°R.,Im .I .I« ...n. tm 3 Il,H n .«,.:. UFV0UMA .1 m -I n.P. , .Iw «u M O CPERn ITS -I 5 a L'I�FI'1 <n ' sT ylu. r�DROYP VE .pE Rb1Y BV0.tw^ 'N � <tta-W M 1 �M Iny.WK i ~ SCE AMR WLLIHC 4Vk9 V S.VVA_ Mr o' I.nl .H z. e .. -A of IM taa L l- Z .. , « `B Td „emrs - leu T. Arm A., 11 AA1AF. aotm yL N e t Li n 1.) 3: `: B X61 yry} IAl l.,:w. A.1 ..-IA � -eI. ' NEST �` K'r.e mlaa m 1 ,4M Nnlm'.Iama Pa ,F,. SmW °nee. <".«"x..m� °<n,..:F os. Paa.< Kj! S m o. -F .Y. 1-1 « 1.- �n g Io. m w en. a mam:,m rwTAnau -1 .rov.11m eS `,II S? Z naW.Yp vF ,H_ xl.er. wn,mY Mn a...:s mC d Wnn CALL FOR LOCATONS BEFORE YDJ DG 48HR LOCATORS 1 -WU- 424 -5555 IC WORKS TYPICAL BUILDING SEWER M. PLNI - 405.2 PUB OEPIC WORT FROM PROPERTY LINE. TO BUILDING CONNECTION sEPTE1[BER 2011 TYPICAL BUILDING SEWER SCALE: WS Sm36570 I Know wheys below. Call before you II �- 3570( ® AD �a AD 3 � a,C) �c mBj a � N N m j ry � Vm 0 N. IN Q U! o r AT 0 SEAL �1 DRAWN: U) DESIGNED: KJ-F. REVIEWED: JJG w 10.05.12 SEDANS. 1W]I GADD FILE: W J Q W U) 0 111 OF_ Q Lu VJ 2 Z Z O '< �O o ZU m �p Lu 5 m W O a > > Q N US 0 Z it DRAWN: JMWFR DESIGNED: KJ-F. REVIEWED: JJG DATE: 10.05.12 SEDANS. 1W]I GADD FILE: 114T- SHEET TIME UTILITY DETAILS BCRA SHEET C6.07 PERMIT SET