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60% SUBMITTAL
No. I REVsio%
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Jacobs
60%TO BE SUBMITTED AT A LATER DATE
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
BHP
CITY OF RENTON PWD STD PLAN 201.00
INSTALL 4'x4' FILTERRA WATER QUALITY UNIT
oyp DO10
— —
11
INSTALL 4'x6'FILTERRA WATER QUALITY UNIT
INSTALL 4'xB'FILTERRA WATER QUALITY UNIT
o
13
INSTALL 4k4' MODULAR WETLAND WATER QUALITY UNIT
bi
14
INSTALL 4'x6'MODULAR WETLAND WATER QUALITY UNIT
Oha (q
15
INSTALL 4'x8'MODULAR WETLAND WATER QUALITY UNIT
46+00 V
5
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J.GREEN
P. ENG
DRAWN
H. JOHNSON
CHECKED:
PROJECTND.
J.ETUTAIN
E00566E10
CHECKED:
CCMFACTNO
METRO PROJECT ENGINEER
CX%%%%ffiX
SS
rl
W16 INSTALL FLOW CONTROL STRUCTURE PER
(n CITY OF RENTON PWD STD 237.00
+� I 17 CONNECTION TO EXISTING PIPE
p 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
_ DRAIN, PER DETAIL 1/1 DRD.02
—LSD ^ ig INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
— d- PER DETAIL 1/1 DRD.03
V 1 Q 20 INSTALL I2'X6'OIL WATER SEPARATOR UNIT PER CITY OF
U RENTON PWD STD 240.10
o /6J W
Z LEGEND
J
o EXISTING CATCH BASIN
O Q 0 EXISTING MANHOLE
\\ So EXISTING STORM DRAIN PIPE
\(SX,
ry RTOP 35 / M
S SEpaydg�6' 4 A V,
�E (sjg S/.strp 4
/F ('Vfla�9p, p
\ CATCH BASIN TYPE 1
SpM O CATCH BASIN TYPE 2
/f(W @=asr a''9/M �� —so— STORM DRAIN PIPE
0' 20' 40'
SCALE: 1"=40'
King County
METRO
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
DRAINAGE PLAN
CAR 42+50 TO CAR 47+50
NOVEMBER 2021
1 C7.17
NO DF
219 XXXX
R-4214219