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HomeMy WebLinkAboutR-373222)R w^ a O U W J_ LL w I/—� Q V/ Z Q U W W 'o Y OP C^ a_ 0 W ^J LL Ca G w.xOJF.BIUBvmm SLUMB .TER LOTYETYP. F1 rl L° W 11 L PYVAIERWipiVN P91KSIpi]SY81FY O,,IMB. RFR RBVAlE3Tpi]£flwlt YH ]AY w.BEIWFFHC10. CFpPEAND0.0 W. SCi£ zRr. Yx. mfR 5 cIFANWi.A EVERYW', G10. RLI<'A. AATSW FT .. svAGNGPY STWJGRYCIIUXB 0.CLW.LHE FNYAIE.NXNf URlm FA9D1FM' qCK pLUNTOGOY1ECr IMO qtt SIT IN ..."WHE1 V.. NOTES: t, PIPE 1MTERNL4pLLONEp: PJC, LCPE, TRIFLE WAEL POLYETHYLENE (8 DUF NECESSARY FOR STRENGTH) 2 THE ROOF 6 FOOTING GRAIN SYSTEMS ARE PRNAMLY MNHTAIIffD 3. FLON PATTERN S]KKRD BE TO THE NEAREST CB IF GRADE ALLOW^, OR TO THE NEXT DOWNSTREAM CB. 1. ROOF BMW COLUSUO tS MOST BE PN UEG EO FOR CAPACITY, SIZED FOR 25YEAR PEAK FLOW. / TYPICAL ROOF DRAIN SM. PLAN — 225.00 .(_ �R PUBLIC WORKS COLLECTION STORM SYSTEM J DEPARTMENT CIVIL PLANS MARCH 2008 . AT yB IS BE ,uµgw r h. _f Rwew�ew r P.NER.v J eQawiesOtli.areblBl llHppfi wee BE6IRIROR lIW! DETAIL lss 1 ; mwlsa aMeT - WCL+e wtlMEUbiux {tle - meaBmEwAwmee b EPEMtla1/) NbIRTEIC A M1eme 6 BUTT orvtt I -t /2' mawKetl TRACK NN MAI LCM Mf1TEJ] • x] Rbo HITTPw 1. mimlml]m da s4'aa,Ylrl]Pez I -I /2 R aam AE SIXwW 5 TO BE PLACED A6u151 "I PIET'NO CATCH. THE uA.I xmfary Nki GW nN'.5. i/] ea' EnA.NS/Y I ATEaEu SHALL [.ERA rREMANABILIS UP n.AHWNN.AAT- bfiM OBm, 2 ]OOVearEnacpeD q nlnl mla— file] 5naa,RalewiN wnYo 4 E MlveleauWnn IN lY UY ARE, asrpyref �rwi Iw RRIPLAl Ngnml IT WNavml o ry tY Gy<,afii�pW W]1%mlle<w e]OI SEOTION MA TR m41. tlwaw Dmeredl m.+y RwTdemr IrcFVB'O e[ws BUT DATE. 04/04 A CEMENT I -t /2' A Mf1TEJ] CLASS 's' 3 1STµ A CAPE, 1. mimlml]m da s4'aa,Ylrl]Pez I -I /2 EBtS 1.11NU5 AE SIXwW 5 TO BE PLACED A6u151 "I PIET'NO CATCH. THE RUSHED '- aacm i/] ea' EnA.NS/Y I ATEaEu SHALL [.ERA rREMANABILIS UP rw Ro1wALS 9uu coNrau Eo >»: xmRnENTS o cuss B n /•') MA NR CLAI. 2 ]OOVearEnacpeD _ wwm THE CONCRETE zu. PALE A BRmM Rwsx Mm ALL EDas xAVOC A 2 1/2- TOOLED FINISH. ,TGo,n.aWay. peelLMx. SAem.mE CnoACRA DEALT BE nos (JOBBED PROCTER) TYPICAL SIDEWALK 3. MBIaI PBM: Can®mrxbOnt �rwi ADOPTED eutluawNeEEwn.ps NDAGW8,6zeD WEIR WwxYa �wfiamE Tmin. ImnTAIM wwxwsc Gy<,afii�pW W]1%mlle<w e]OI STANDARD PIONS Dmeredl / BUT DATE. 04/04 OTHxNMMAABn .a¢n l.BUOewmNmR. t FnmBmpIBEOV wabW dfW w: F007 SP PAGE: F007 0. ObaYIIP413 WIW M1pn IW. B. C6mDEwnepre iedaard rberatl P4N NEW C F IB C Fwrei. wada.e. 5. rtP1.Yl auux qW mnwnmaRbR WIb.1. dW:01RIeIwWIe IYVe N118dA O.D. B9Ma mmmBNpW I.D. bss )'. 6. PLV.iaea MW YY 3•X.OW 98W wT41aR batAl0a4094mo]nfRbwffi (mammon rowan sWU19) 7. InaN aeow Lesddats)a: Peassanw xo448mmun xaaw.�amm. e. Coale Beduow la4Exvpeln suucluYeLmanamwmman Ylavaam lO a1o.' aaese ntlen a1N Davl b fi1nE wM wax. PUBLIC WORKS FLOW RESTRICTOR DEPARTMENT OIL POLLUTION CONTROL TEE STD. PLAN — 237.00 MARCH 2008 CITY OF RENTON Approved by: Date: UTILITY PERMIT Approved by: Date: NO. U 13002729 Approved by: Date: cDVAnDRazoaBmx woMMems, tLC.mRi ®16Resx]M. ADDroved bv: Rte/ Date: NO. NW 1/4, SEC.14, TWP, BAD ERPAN5SN JOINT TYP (SEE ETD PLAN rte) CEMENT INARKE -G` N. BUT camAa) ISIMALP OR A. `A v IS M R SORTIE) B T wil By BAT HER 150 STO G MrvCw.v ENTRANCE B. NUATE HER I LNrxr RM A� ..E vc 1 SO ( PSS)� R ROn -)� D B D BEEMIN N wT B BIT ]IER IT IL`- 5m. v.u, - ) ST11S, O TT 1BTLe o 55 NAPS C. TO D�WACT) BE YO (^.v_)C5 SDrr[ EATS OrojRs ml .AT.' O CEMENT CONCRETE DRIVEWAY ENTRANCE TYPES 1. 2, 3, & 4 Sheet 5 OF 6 RIF ADOPTED F/ . CItt OF BERGEN STANDARD VURS 0 LSF DATE. O</04 OniF REVISION I BY APP, q DYIG. NAME: F004 -4 SP PAGE: F004.4 i�� z -1 /z" I / 1 -1 /2T STD 90' BRACKET OR 360 ADJUSTABLE BRACKET IF SECUIRED. ot PIPE CAP 2" GALVANIZED STEEL PIPE - REVISION 42" MAX 24" MIN aw[E 3 B.. �U D B-6 T MIA CLEARANCE TREAT FACE N OF CURB. tG' ON CLEARANCE IF NO CURD. GROUND MOUNTED STREET NAME SIGNS CEMENT I -t /2' CONCRETE CLASS 's' 3 1STµ A CAPE, DWG. NAME: I -I /2 EBtS 1.11NU5 AE SIXwW 5 TO BE PLACED A6u151 "I PIET'NO CATCH. THE RUSHED ROCK REVISION 42" MAX 24" MIN aw[E 3 B.. �U D B-6 T MIA CLEARANCE TREAT FACE N OF CURB. tG' ON CLEARANCE IF NO CURD. GROUND MOUNTED STREET NAME SIGNS ADOPTED on OF REXroN HOT AS NOW THAN ]pa' J •�pJa ND ELEAST 1STµ A CAPE, DWG. NAME: G013 SP PAGE G013 BY I DATE I APPR SE., WX PEST PETER EVANS 1 /2X4' EXPANSION MATERIAL 1 /4'R AT JOINTS 1/Y %4' EXPANSION MATERIAL OEM. CONC. CURB AND CUIIER 1/4'R AT JOINTS A SCORE LINES TO BE RADIAL VI TO CURB AND CUTTER '� ♦ �' /W 1 /2'X4" EXPANSION MATERIAL I /4-R AT JOINTS SCORE LNES B - B _.. 'W -WIUIH Or SIDEWALK 1/2$5 EXPANSION 114' /Pi. SLOPE ONLTRIAL CURB RETURN 7 1 /2-R /4-/FT SLOPE 1 /rPpVEMENi q5 PER PLANS S 1 PAVEMENT AS PER PLANS I / / STANDARD CEM. CORE PARAWY Y- STANDARD CEM, CURB AND GUTTER COLD. CURB AND GUTTER SECTION A -A SECTION B -B SEE SHEET 2.51 FOR ROADWAY DEVELOPMENT STANDARDS AANFRM NOTES AR NU BABY POINTS CHURL UP PLACED NOT TO NO DO IV CEO xW FW THAN 10 DEC . E L THEY HOT AS NOW THAN ]pa' CAMPT DONUT ABOUT ME R-ASUD At HIL COUP JURELLS AS DEREATED By ENQNEER AND BUILT EXTEND I AE SIXwW 5 TO BE PLACED A6u151 "I PIET'NO CATCH. THE xo PBAT 1/2'A CURB RETURNS. i/] ea' EnA.NS/Y I ATEaEu SHALL [.ERA rREMANABILIS UP rw Ro1wALS 9uu coNrau Eo >»: xmRnENTS o cuss B n /•') MA NR CLAI. _ THE CONCRETE zu. PALE A BRmM Rwsx Mm ALL EDas xAVOC A 2 1/2- TOOLED FINISH. SAem.mE CnoACRA DEALT BE nos (JOBBED PROCTER) TYPICAL SIDEWALK \t ADOPTED crrc OF TERI .� STANDARD PIONS (LT BUT DATE. 04/04 DATE REDESIGN BY PEP D DWG. NAME F007 SP PAGE: F007 7 -1/2" X 7 -1 /2" PRESSURE TREATED CEDAR POST 1 12" 0 45 CHAMFER ALL EDGES- (2)#4 HORIZ. TOP 4 DOTTER k CO#A VERncAL (PER SEE) 1 /A" CHAMFER 1 CRUSHED SURFACING TYPF 'R' /- 1" 0 45' CHAMFER ALL AROUND TOP /- PAINT TOP 5" WHITE ALL AROUND /- REFLECTIVE MARKER (TYPICAL BOTH SIDES) i- 1" DEEP NOTCH ALL AROUND '1 z GALVANIZED STEEL HASP FOR LOCK 2 vfi' STEEL HINGE MELDED TO 9- 1 /A "x9 -I /4" STEEL DOOR WITH 3/4' RADIUS ON 2 OPEN CORNERS ]O° ND PLATE SPACER, 1/4" GALVANIZED REEL PLATE SPACER 1/2" DIA. a I" ANCHOR BOLT. WELDED TO SPACER ... mu'.1W JOINTY MATERIAL 12" NOTE: 2" MINIMUM CLEARANCE BETWEEN REBAR & CONCRETE SURFACE. REMOVABLE WOODEN BOLLARD ADOPTED C /UD )I CT' De FLEXION MUCHA TEXT A �D D/KA LsT D < /Da DWG. NAME: H021 SP PAGE'. H021 R- 373222 CALL BEFORE rou Dlo i- BD�Z4JrJrJ.r1 CP H CONSULTANTS Site Planning • Civil Engineering Land Use Consulting • Project Management 7337N AWT UB. Sum 1001 M rI IBnd. WA 98033 MITI 25) 28523901 PAID (425) 2852389 IF wIT. CD ITGan s u Eta D( s. DOOR USE DNR N/A �°"PoI @9 MAPLEWOOD PARK EAST s /3o /ta CITY 0 F ROADWAY GRADING, DRAINAGE AND SANITARY SEWER IMPROVEMENTS 60A0A � qE4yN � RENTON_ AT1 1 DATUM Planning /Building /Public Works Dept. ROADWAY GRADING AND DRAINAGE DETAILS C3.103 • RO DRE KN SWE /DLgDTDIT 22 X36 A-NNN77 D b r a� TO aG zo . GO ED ED _D GAT En a -i