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MATCH LINE GRA 24+00 - SEE SHEET 1 C7.07
60% SUBMITTAL
No I REvrION I By I APPD I BATE
8"
TALBOT RD S
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TAL-B 10+99.55, 48.22 RT
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NOTE TO REVIEWER: AN ADDITIONAL OIL WATER
SEPARATOR IS SHOWN DUE TO MODULAR WETLANDS NOT
BEING GUILD APPROVED FOR OIL CONTROL. THESE COULD
BE REPLACED WITH A FILTERRA UNIT BASED ON CITY
PREFERENCES.
.;acobs
0
J. GREEN
DRINK:
H. JOHNSON
CHECKED
J.ETULAIN
CHECKED'
METRO PROJECT ENGINEER
09 mr
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
OREPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
OCONNECTION TO EXISTING DRAINAGE STRUCTURE
(D INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
OINSTALL CATCH BASIN TYPE 2 PER
CITY OF RENTON PWD STD PLAN 201.00
10 INSTALL 4'1 WATER QUALITY UNIT
11 INSTALL 4'1 WATER QUALITY UNIT
12 INSTALL 4'1 WATER QUALITY UNIT
13 INSTALL 4'1 MODULAR WETLAND WATER QUALITY UNIT
14 INSTALL 4'x6' MODULAR WETLAND WATER QUALITY UNIT
15 INSTALL 4'x8' MODULAR WETLAND WATER QUALITY UNIT
16 INSTALL FLOW CONTROL STRUCTURE PER
CITY OF RENTON PWD STD 237.00
17 CONNECTION TO EXISTING PIPE
18 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 12XV OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
LEGEND
o EXISTING CATCH BASIN
O EXISTING MANHOLE
-SD- EXISTING STORM DRAIN PIPE
m CATCH BASIN TYPE 1
O CATCH BASIN TYPE 2
-SD- STORM DRAIN PIPE
0' 20' 40'
SCALE: 1"=40'
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
DRAINAGE PLAN
GRA 24+00 TO TAL-B 14+00
NOVEMBER 2021
1 C7.08
210 XXXX
R-4214210