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HomeMy WebLinkAboutR-4214207I =IK r(E) L� '"24.30 lE(SISs27�21 ' 1 1 RCP F 90 U / pcp LOAD TOP OF SEDa 72 19 RCP w 2 a SD SO Dce Tl elMa /D / x SDCB (1-7), TYPE 2d8• 9 ❑ No E)�zl.8 24se, / ///``'```��� GRA 10+82.93, 44.59 LT / No SUMP, RCP / O RIM EL=24.86 PARKING p �1oa o P a IE = 21.00 (12" W) IN 50 IE = 21.30 (12" NE) OUT —;L aOHP HP P OHP� OHP ` UMOHPs3HP 11 RCPP GRAB 1+87: 9, 38.69 LT 8 Hp L HP °P °P PjL ROHI P OH Co HP OHP OHP off o oHP P RIM EL=25.25 > i s IE=22.38(8"SW)OUT-OHP O r L O 20 P&R 17 SO (COF�3P 12R1J O oy ROIE U 17 SED<z cP I�H-- a P oHP. I°Hp"YtNrroa w V.. w g sld 4 CONC T i m Ld u I 16 LF 8"ED wfl Ld 1n a o 1 +00 x 14 ) 11+ — 12+00 _ _ O p o 0 1 6 SDCB (1-E2)18+29 —+ GRA 11+05.97, 27.BO LT _RIM EL=25.33 0 0-0 0 DIE=22.30 IF' NE) IN Q a io. u IE=22.30(12"SW) OUT CD p1 p P Z W T T P CON P cn —� p p P J 0 1 _Ts� _ — 1 F— S9� - SO— - oso - - - o,D. — - o,G. 016. o1p. a3 — - - — - - / 16 C O O ✓ L E6 1$(^1 '6 / APP�EBEFS I Ri L9NF MUST' MGCONqL £ ✓6TURN Ri 2 I I S 1sa l5q PARKING I SD SD SD SDCB kg I 62, 2 `c0 IE( )= i2 RIMa27 I © SUUA,7j 9' I4 Pm�RCP g L IEMW)a 1.6 11'RC 64 I QUVj I o� Blp I U 2 SULMPa,90'612"1RLP P SOCS TI I SOcb iSD SO I rop lc(w)oF GED ,2p 0cP I K I r IFi(NW)z22RIM=24.66' Sp — G a >i �o �o F % oy U G fin= =o' C m vi DESiCNED. APPROVED. ry=IQN 60% SUBMITTAL Jacobs *810N�`J(0J. GREEN P. ENG v i DRAWNH. JGHNSONKing County D RaE�ND METRO K J.ETULAN E00566E101' CHECKED: CCMFFCTNO'. No. REVISIOS Hy AP"J w[. METRO PROJECT ENGINEER 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'x4' FILTERRA 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 O EXISTING CATCH BASIN O EXISTING MANHOLE so EXISTING STORM DRAIN PIPE III CATCH BASIN TYPE 1 O CATCH BASIN TYPE —SD— STORM DRAIN PIPE N 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION DATE: RAPIDRIDE I LINE NOVEMBER 2021 RENTON SEGMENT DRAINAGE PLAN GRA 10+00 TO GRA 14+00 1 C7.05 NO: OF 207 XXXX R-4214207