HomeMy WebLinkAboutR-4214205SDCB RIM=31 25' -
IE(SE)-28.1' 6"RCP
SUMP-27A'
ASPH
CONIC
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VUMENT CASE
SDMH T2 RIM-31
IIE=2DEPE
5E(E)27 12 HD
IE(N)=22712"CPP
IE(S)=226 12"CPEP
SUMP=20T
IF
s 9 SDCB (13), TYPE 2d8"
2ND 20+33.76, 84.89 LT .
RIM EL=31.40 U
IE=28.42(8'E)IN
IE = 22.44 (12" N) IN,
IE = 22.44 (12" $) OUT
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a
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ss
SDMH RIM-31.59'
IE(W)=27.S 6-RCP
IE(Q-27.Y 12 RCP
IE(NE)=25.6 I2RCP
IE(S)=225' 12-RCP
TOP OF SED=228'
SSMH RIM=32.17'
IE(W)=21,48'PVC
ENTER ONLY
IE(S)=20.4' 24"DI
IE(E)=204- I5"DI
SDMH T2 RIM=32.24'
SSMH RIM=32.02'
.211Y 6"
RCP
IE(W)=20.4'
15' RCP
IE(N)=28.1' 6"
RCP
'S ASPH
6' CLF
IE(E)=20-3'
15- RCP
IE(E)-28.1' 12"
RCP
IE(N)=20.2'
12" RCP
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RAGS
sump=2SO'
TTT
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ND 17+23.58, 47.24 LT
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SDMH(1-E3),
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20+36.42, 51.05 LT
Do NOT ENTER
=28.10 IS"NE)IN
B
RIM EL = 31.67
=8.10 (12" E) INTOP
IE = 22.70 (12" N) IN
OF MONUMENT CASE
= 28.10 (12" W) OUT
O
-IE = 22.60 (12" S) OUT
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SDCB it RIM=31.93'
REACTOR DC8 TI
IE(E)=29.9' 6-RCP 4
5
NEW'STgUCNRE
SUMP=28.0'
17
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4 IEINW)=8"HOPFv
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SDCB Tl RIM=32.27
6-RCP
52 LF 8" SD
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IE(W)-29.6'
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IE(Q-29.5' 6"POP
SDCB (id), TYPE 1
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IE(N)=2s4' 6'RCP
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2ND20+03.8$81.54LT
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sump=29.r
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RIM EL=31.25
No PARKING
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IE=28.58(8"W)OUT
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2ND 17+28.03, 98.75
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RIM EL=32.13
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SDMH T2 RIM=3 N
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SDCB
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2ND i6+75.14, 47.22 LT
_RIMEL=32.31 -
Ld
-IE = 28.33 (12' M OUT
w
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IE=28.33(12'E)OU7
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TER
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SDCB Tl RIM=32.00'
IE(W)-29.8' 6-RCP
SUMP=28.1'
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DESIGNED. APPROVED'.
'IQN VOA/a SUBMITTAL Jacobs *810M`J(CDRAWNN P. ENGE v = OMWNH. JOHN80NKing County
D RaE�ND METRO
i oK J.ETULAN E60566E10�CHECKED: CCMRF NO'.
H x No. REVISION BY APR PATE
METRO PROJECT ENGINEER CXX%%%ffiX
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
0REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
OCONNECTION TO EXISTING DRAINAGE STRUCTURE
0 INSTALL CATCH BASIN TYPE 1 PER
CITY OF RENTON PWD STD PLAN 200.00
pINSTALL 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
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
N
0' 20' 40'
SCALE: 1"=40'
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE I LINE
RENTON SEGMENT
DRAINAGE PLAN
2ND 21+00 TO 2ND 16+00
NOVEMBER 2021
1 C7.03
No OF
205 XXXX
R-4214205