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TAL-B 20+00.36, 33.02 RT
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(1-24C) TYPE 254"
SDCB (1-24B) TYPE 254"
IE=26.87(12"S)IN-
IE = 25.20 (36" N) OUT
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TAL-B 19r33.81, 33.40 RT. W
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EL=31.53
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IE =25.20 (36"S)IN-
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IE=28.25 (12"W)IN
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= 25.20 (36" N) OUT
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57 LF 48" SD
2 LF 36" SD 58 LF 48" SD-
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SDCB (1-22) TYPE 1 8
19+34.17,40.28 RT
427,
dHO O dI+D
dHO-RIM EL=31.29 HO
IE = 28.29 (12" E) OUT �`'
0
RIM EL=31.30
IE=28.30 (12" S) IN � 1
p IE=26.97 (12" N) OUT 1
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TALBOT RD S
SDCB (1-Ell)
(1-E17))
TAL-B 20+46.02, 29.63 RT 1 r6 ONO
RIM EL=31.35 _
= 26.50 I52
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ICB (1-E185 ) � 1 .�
�L-B 20+46.21, 4 RT d
MEL=31.01
= 28.41 (12' NE) OUT
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u, SDCB (1-26) CB TYPE 2-08� TAL-B 20r32.33, 53.92 RT
TAL-B 18+68.53, 54.38 RT NOTE TO REVIEWER: EXISTING CB WAS NOT LOCATED DURING RIM EL = 32.24 q5 OS OS
RIM EL =33.00 SURVEY. RECORD DRAWINGS INDICATE STRUCTURE MAY BE IE =26.36 (12" SE) IN
IE =25.54 (12" S) IN BURIED. EXISTING PIPES AND INVERTS WERE REFERENCED FROM IE =26.36 (12" N) OUT
IO dHo IE =25.10 (18" E) IN_ RECORD DRAWINGS PROVIDED BY CITY OF RENTON GIS. INVERTS
Ho aHo IE =25.10 (15" W) OUTd� -SHOWN ON RECORD DRAWINGS WERE CONVERTED FROM KCAS dpH11
DATUM TOANDNAVD88.
INVERT PRIORTO TO VERIFY EXISTING PIPE I Ho �dpp }- ddHS �b®�
o o dHo .quo LOCATION AND INVERT PRIOR TO CONSTRUCTION.
NOTE TO REVIEWER: CONTRACTOR TO VERIFY EXISTING PIPE
INVERT AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO
ORDERING STRUCTURES OR BUILDING FLOW CONTROL SYSTEM
60% SUBMITTAL
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CHECKED:
PRWECTNO:
J.ETULAIN
E00566E18
CHECKED:
CCMFACTND
METRO PROJECT ENGINEER
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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
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
(D INSTALL 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'XB' 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'XB' MODULAR WETLAND WATER QUALITY UNIT
16 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 12XV OIL WATER SEPARATOR UNIT PER CITY OF
RENTON PWD STD 240.10
LEGEND
0 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
TAL-B 18+50 TO TAL-B 23+50
NOVEMBER 2021
1 C7.10
rNO Of
212 XXXX
R-4214212