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HomeMy WebLinkAboutR-4214223s 3 � _ o F % R x Emw U S fin= gmo' n g boo >iWPF1yy REW 0ax_ NQ. 0 G T G I 60% SUBMITTAL RE ISI('\ Nv IPp' )1 1 dHO Jacobs 60%TO BE SUBMITTED AT A LATER DATE I I I ilry I ollo�l I ^$GI E I rl3noiignn� .. �� WJNN \WN T T T dH0 dH0 108TH AVE SE (SR 515) T T dHO dHO dHO P. METRO PROJECT ENGINEER ICXwxxxxxX n�N'n moo GENERALNOTES 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET. 2. ALL PROPOSED CATCH BASINS SHALL HAVE VANED GRATES, PER CITY OF RENTON FWD 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 4O REMOVE INLET OR CATCH BASIN OREMOVE STORM DRAIN PIPE 6O REPLACE GRATE WITH SOLID LOCKING METAL COVER PER CITY OF RENTON PWD STD PLAN 204.10 OCONNECTION TO EXISTING DRAINAGE STRUCTURE OINSTALL CATCH BASIN TYPE 1 PER CITY OF RENTON PWD STD PLAN 200.00 9O INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON PWD STD PLAN 201.00 C/) 10 INSTALL 4'x4'FILTERRA WATER QUALITY UNIT - 11 INSTALL 4'x6'FILTERRA WATER QUALITY UNIT 00_ 12 INSTALL 4'x8'FILTERRA WATER QUALITY UNIT GLLl INSTALL 4'x4' MODULAR WETLAND WATER QUALITY UNIT 14 INSTALL 4'X6' MODULAR WETLAND WATER QUALITY UNIT — as 16 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT 16 INSTALL FLOW CONTROL STRUCTURE PER CITY OF RENTON PWD STD 237.00 —18+00 17 CONNECTION TO EXISTING PIPE INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB DRAIN, PER DETAIL 1/1 DRD.02 1S INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING, PER DETAIL 1/1 DRD.03 g5 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 1111 CATCH BASIN TYPE 1 O CATCH BASIN TYPE —sG— STORM DRAIN PIPE King County METRO 0' 20' 40' SCALE: 1"=40' METRO TRANSIT CAPITAL DIVISION RAPIDRIDE I LINE RENTON SEGMENT DRAINAGE PLAN 108TH 13+00 TO 108TH 18+00 NOVEMBER 2021 1 C7.21 W: of 223 XXXX R-4214223