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Tm GENERAL NOTES
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41 1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE IN FEET.
O' 2. ALL CATCH BASINS, MANHOLES, AND MAINTENANCE HOLES
LOCATED IN A SIDEWALK, WALKING PATH, OR CROSSWALK
SHALL BE FITTED WITH A NON -SLIP OR NON-SKID COVER PER
PROJECT SPECIFICATIONS.
W
H STORM DRAINAGE NOTES
\0 ADJUST INLET OR CATCH BASIN TO GRADE
\ \ 02 ADJUST MANHOLE TO GRADE
0 �•
�OVO 0 cjs
3 ADJUST STORM DRAIN MANHOLE WITH 1' RISER
07c� Oc�� \p Opp cP
` oc`\ Cp s REMOVE INLET OR CATCH BASIN
s \\ \\ i- o \ '� 0') �\
O5 REMOVE STORM DRAIN PIPE
mo����� °n� ® �o a_ `��' REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
> SS CITY OF RENTON PWD STD PLAN 204.10
ti \� 110,
102,E 0 0 / 07 CONNECTION TO EXISTING DRAINAGE STRUCTURE
(� <1 \\ \\
�o _202 , INSTALL CATCH BASIN TYPE 1 PER
\\ \\ SDCB (1-30) CONC INLET /
o� o TAL-21 25+47.37, 33.93 LT 22 / / , / CITY OF RENTON PWD STD PLAN 200.00
os RIM EL = 194.97 /
`� } IE - 191.97 (12" N) OUT / i o v�`'�J� O INSTALL CATCH BASIN TYPE 2 PER
1 � CITY OF RENTON PWD STD PLAN 201.00
j ��� `.� _ _ 198
_ / / o �. o• \ "o aF� �\ 10 INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD
ohs o o �, 200�.-=�•-�� _--------- i `�� �o���\\\�d� PLAN400.2
el A
-196
/ Aga \\ \\ _--194y�o�,o — �
— INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF
_ RENTON PWD STD PLAN 203.00
/ 19 LF 12" DI SD-196 — _ 19 1gp� �- — —
o 4 _ _ _ �194_—_ — �n INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON
PWD STD PLAN 204.40
_ _ s -� od _
D� / -- M
P as (IS o / M M ^ — as \ \+00 13 INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON
\ os aS as as (IS as \ as 2 _ PWD STD PLAN 204.10
TALBOT RD S �,, o \r92 28+00 \ \ _ �,\ \CID. 14 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT
2 21 0 5 26+00 1 27+00 -
TAL-21-LINE / 'w �_ 0 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT
)C/x 0 M ►�°�R' M 0 ►�°��O 0 0 0 0 0 0 ,��� 0 0 COd 16 INSTALL FLOW CONTROL STRUCTURE PER
/ d CITY OF RENTON PWD STD 237.00
\ 1 Nk--
❑ �31 d 0 0 dH0 0 d !`0 17 CONNECTION TO EXISTING PIPE
dH0 _A94 1J�$ i �p
EX SDCB (1-E12) — — _ _ _ _ _ — 186 \ \\ ��� 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB
�C� 0
TAL-21 25+32.69, 21.30 LT o 0 9 �'
�186-� ssd� \
RIM EL - 195.73 -o. �s�°•°� _ �`\� DRAIN, PER DETAIL 1, DRAWING N0. 1DRD.02
\ IE = 191.19 (12" S) IN �o o `"� �� �''� \ \ 192 0 °v o �� \ � /
313?JONO� 1E = 192.90 (12" NE) IN �d'o\o \ ` �g2 \ _ :0 0 �o �y �/ I `P 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
s \ ul
IE - 191.20 (12" SW) OUT \ ���� `A\\ ° �� 2 0 `� °o�� 186 Q M° \ PER DETAIL 1, DRAWING N0. 1 DRD.03
\\ 6 0 \\
J o o m s \ y o \\ °N1°�ine 30 INSTALL 7.5 X5.0 OIL WATER SEPARATOR UNIT PER CITY OF
\ RENTON PWD STD 240.10
Z> 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF
U \ o o \ EXISTING STORM DRAINAGE PIPE
O / \ \ ' \ 22 INSTALL CONCRETE INLET PER CITY OF RENTON PWD STD
\ _ 0
_ \ \ -182 m o \ PLAN 200.30
\ — J w
\ < Q Y
\ \ i o \ 23 INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN
Uj \ 400.1
\ \ I
\ � I
0' 20' 40' DEVELOPMENT ENGINEERING
Michael Sippo 09/11/2024
SCALE: 1" = 40' FR--4214199
DESIGNED: APPROVED: METRO TRANSIT CAPITAL DIVISION DATE:
AD -READY SUBMITTAL 7 B. J. GREEN G. FRANCO JUNE 2024
1 100 l4 3_5000 NE, SUITE 500 titi� �� of w C� DRAWN: RAP I D RI D E I LINE
TH AVE
BELLEVUE, WA 98004 King County
�� z. H. JOHNSON
CHECKED: PROJECT NO: RENTON SEGMENT DRAWING NO:
1101 GIs 00
No. REVISION BY APP'D DATE w� J.ETULAIN E00566E18 MET DRAINAGE PLAN 1 DR.08
SIGNAL 06/12/24 ��� CHECKED: CONTRACT NO: TAL-21 24+00 TO TAL-21 29+00 SHEET NO: OF K.CHANG YUEN icxxxxxxxx 221 473
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