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IE = 31.68 (8" S) OUT\ SDCB (1-20), TYPE 1
TAL-B 15+39.27, 39.51
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RIM EL=33.37
IE=31.56(8"N)IN
IE = 30.56 (8" W) OUT
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P. ENG
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H. JOHNSON
CHECKED:
PRDJECTND.
J.ETUTAIN
E00566E10
CHECKED:
CCMFFCTNO
METRO PROJECT ENGINEER
GOOOD OCK
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King County
METRO
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
m 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
TAL-B 14+00 TO TAL-B 18+50
NOVEMBER 2021
1 C7.09
ND: DF
211 XXXX
R-4214211