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HomeMy WebLinkAboutR-4214208PHOro ENFO 'E(N)�D Tr RIO E(NW)=2ZE Z. p• G'f S. SUMP`z GOP RENrON P&R 1• RSNSIT \\ In RIM EL=25.37 Jp -°' P- O scIE=22.53(12'SE)IN� 'dE=22.53(120NW)OUT ,0 zo3• TOP OF S 5 IOOI P, 17 SOH - .. HP.;--.y' .. Ld corvc 9 LF 12" SD- LJ LJ 5 N I 6 O 0 1 6 SDCB (1-E3)- O - _ GRA 14+88.96 + RIM EL = 25.46 - - - - - IE=22.60(12"I r-- - --IE=22.60(12"I Ir LJ Z J U ENPp O oC) 11E(p D LT OUT ASPH a$ PARKING qf�( Socs rr 'f(NfN)'24.0. 8 PKC l CD It(S) )=230. to -DI TOP 23S' 8 RCP SRO rI OF SIED$JSP CD R IE(NEJ 2j5M 6RUC 17 6Rvc L . - a e s � o �_ o S x U G fin= gmo' 60% SUBMITTAL "90 0S yy j No. REVISIOS SL E(NE 'E(S SOMH VAULT Ri rop STAND SOMN f PIPfSNKNOWN28.jr. sacs IE(SF Pf=2 //�� /�/' SOCS SDC811-13), TYPE 1 (E)=23.0 36VIslB<EE SQ if (� 23 11 RIMs2> 'C(N) NO IV ) / NO TRUCKS �lf Tl M GRA 17+04.66, 38.65 LT 8 MP=cup230. \ (W)x230 36' OMp f CON 23 W Ri 1 SDCB (1-E4) GRA 1( 2.21, 047 RIM EL = 25.73 IE=23.03(8"N)IN IE = 22.70 (12' SNMP=zis' Izs.ac' RIM EL=26.87 SO sDMP=$o P OF r P IE=24.66(8"S)OUT \ O 'THO( S . . I E IE(NE9 Cl RI .ER TO,) 246 M=26 E0 L .. .. U DCB (1-10), TYPE 1 8 asvH OE SEo 2a CP 7 RA 15+86.41, 42.99 LT V�/ 6. IM EL=26.01.:�' =23.07(8"S)OUT y .y.'..! W IN T N y TC As W OHP LJ OHp P SOH Q� UP)SD T cRas' s`�4�wlM � P 11 LF 8" SD- H � _ OHP--()HP- 9 SDCB(1-E8) -OHP OHP- O 1 6 GRA 17+04.84, 27.55 LT �18+00 OHP -ajHp S �RADY WAY RIM EL=26.65 nQ--OHP 0) IE=24.60(8"N)IN1+Uu _ - _ �� �OHP CIE=24.60(8'E)OUT ��HP _ � Q Ld Z _ _ - - -BRUSH P P MWEL O j r T.. T T c P _IeC] _ T •. _ - 9 \� T_ - BRUSH IO" �� t P ZINC) I C) rJ ®MWE( P T P P �=+\ TpPNE0F.z'9 8. as- STOP " P V T SED= cP �B" SD •SDCB (1-1 G G G ROUNDED CU r _ 7 RA 15+53.60, 74.06 RT G8 ASPH R8 G s" _ RIM EL = 25.91 PARKING e" (n 4 IE=24.13(8"$)OUT / SDCB (1-E61, IE(s s rI RI GRA 15+52.48, 79.56 RT 1 / Q L • • _ , roP)o�a.E.' 2563, RIM EL=25.92 Y SDCB (1-11), TYPE1 sDc sE GNP. IE = 24.10 (8'N) IN GRA 15+02.29, 88.20 RT 8 le(N) 2a! erM IE=24.10 (8'SW)OUT i� RIM EL=25.90 ropo247 e cP I'-- IE=24.10'(B"W)IN SED=RcP Q IE=24.00'(100N)IN �3g 2 IE = 23.90' (8' NE) IN U) IE=23.90'(10-S)OUT Is U810MALVO EI WJ!<DRGREEN PENGDRAWN'. King C.OulYty H. JOHNBON ONEDKED: FROJECTNDMETRO C ECKLAN EONTNVr'0CHECKED: CCMFFCTNO'. HY AP'� 111'. METRO PROJECT ENGINEER GDOOODOCK GENERAL NOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON PWD STD PLAN 204.20 STORM DRAINAGE NOTES OADJUST INLET OR CATCH BASIN TO GRADE OADJUST MANHOLE TO GRADE OADJUST STORM DRAIN MANHOLE WITH V RISER OREMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE O6 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE Og INSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 Og INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 10 INSTALL 4'0FILTERRA WATER QUALITY UNIT 11 INSTALL 4'x6' FILTERRA WATER QUALITY UNIT 12 INSTALL 4'x8' FILTERRA WATER QUALITY UNIT 13 INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT 14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT 15 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT i6 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 17 CONNECTION TO EXISTING PIPE ig INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 20 INSTALL 12'X6' OIL WATER SEPARATOR UNIT PER CITY OF RENTON PWD STD 240.10 LEGEND 0 EXISTING CATCH BASIN O EXISTING MANHOLE so EXISTING STORM DRAIN PIPE CATCH BASIN TYPE 1 O CATCH BASIN TYPE -SD- STORM DRAIN PIPE 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN GRA 14+00 TO GRA 19+00 NOVEMBER 2021 DRAWING NO. 1 C7.06 SHEETNO: OF 208 XXXX R-4214208