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GENERAL NOTES
N
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
0 PROJECT SPECIFICATIONS.
W
H STORM DRAINAGE NOTES
0 ADJUST INLET OR CATCH BASIN TO GRADE
/ O2 ADJUST MANHOLE TO GRADE
SID `''G' O3 ADJUST STORM DRAIN MANHOLE WITH V RISER
e O REMOVE INLET OR CATCH BASIN
REMOVE STORM DRAIN PIPE
/ > Q
c�,,o�Q 6 REPLACE GRATE WITH SOLID LOCKING METAL COVER PER
CITY OF RENTON PWD STD PLAN 204.10
/ 4
\ / CONNECTION TO EXISTING DRAINAGE STRUCTURE
/ o 0
�o �_,/ //
/ ��J� o� ,o� O INSTALL CATCH BASIN TYPE 1 PER
® �i� v CITY OF RENTON PWD STD PLAN 200.00
�� ^"
" 06 ^co roC� ioQ� �v g INSTALL CATCH BASIN TYPE 2 PER
^Cb
N a Q Cb CITY OF RENTON PWD STD PLAN 201.00
0 0 _
Q� " \ Cy ��� r�°0 G INSTALL SHALLOW MANHOLE PER CITY OF RENTON PWD STD
/
'" z� o� \�_ \ �` PLAN 400.2
000 CO
`v' rn�o oQ �-�riw �S / a, �Q�
"" r°' Q Q (`o �_�� rr �`� /r Q 11 INSTALL OPEN CURB FACE FRAME AND GRATE PER CITY OF
�� _ ro _ _ _ _ - -��6 _ `� RENTON PWD STD PLAN 203.00
C�r��. -104 T 0 Vv ��s� � 12 INSTALL RECTANGULAR VANED GRATE PER CITY OF RENTON
m - - - - - - -102- �- - - PWD STD PLAN 204.40
r T S \
cn
T T D T moo �W \ �102- \ c 0INSTALL RECTANGULAR SOLID COVER PER CITY OF RENTON
S \ w
SD M M W W W w W \ o PWD STD PLAN 204.10
y nn � i � 02_
0 � 14 INSTALL 6'x8' MODULAR WETLAND WATER QUALITY UNIT
54+00 TALBOT RD S 55+00 \ +00 58+0 15 INSTALL 8'x12' MODULAR WETLAND WATER QUALITY UNIT
(TAL-21-LINE) G G G G G __7pG CLEANOUT G G G
o IE - 95.6 59+ G INSTALL FLOW CONTROL STRUCTURE PER
=
_ 00 CITY OF RENTON PWD STD 237.00
AD -READY SUBMITTAL
No. I REVISION
i 94 QQ
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BY I APRD I DATE
00
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CONNECTION TO EXISTING PIPE
— SD — _ _ _ _ OHP_ — — OHP — P100 / \ 6
N
[B / `- _ �- - 98 w t _ t 18 INSTALL STATION SHELTER DOWNSPOUT THROUGH CURB O
_ / CLEANOUT CLEANOUT CLEANOUT \ �� DRAIN, PER DETAIL 1, DRAWING NO. 1 DRD.02 O
O
IE = 95.85 IE = 95.65 IE = 95.85 ^ Q�z �96' - _ ( - _ 19 INSTALL STATION SHELTER DOWNSPOUT TO LANDSCAPING,
oo N
UNDERDRAIN gs _ - - r - - - _ - / PER DETAIL 1, DRAWING NO. 1DRD.03 N
o�Q -94
IE = 95.55 - - - \ �, a
WHERE DAYLIGHTING 4� - � �T 20 INSTALL 7.5'X5.0' OIL WATER SEPARATOR UNIT PER CITY OF
TO LANDSCAPED AREA RENTON PWD STD 240.10 J
4" PERFORATED PVC PIPE. SEE RETAINING 21 PLUG EXISTING INLET OR OUTLET DUE TO REMOVAL OF
1111, o WALL PLAN AND ELEVATION, SHEET 1R1.021:1) EXISTING STORM DRAINAGE PIPE
/ �
DINSTALL CONCRETE INLET PER CITY OF RENTON PWD STD
PLAN 200.30
INSTALL MANHOLE PER CITY OF RENTON PWD STD PLAN
400.1
ON
(425) 453-5000
1100 112TH AVE NE, SUITE 500
,jacobsBELLEVUE, WA 98004
l
0' 20' 40'
DEVELOPMENT ENGINEERING IL
Michael Sippo 09/11 /2024
SCALE: 1" = 40'
R-4214200
DESIGNED:
APPROVED:
METRO TRANSIT CAPITAL DIVISION
DATE:
J. GREEN
G. FRANCO
I LINE
JUNE 2024
DRAWN:RAPIDRIDE
King County
H. JOHNSON
RENTON SEGMENT
CHECKED:
PROJECT NO:
DRAWING NO:
J.ETULAIN
E00566E18
METRO
DRAINAGE PLAN
TAL-21 54+00 TO TAL-21 59+00
1 DR.09
CHECKED:
CONTRACT NO:
SHEET N0: OF
K. CHANG YUEN
CXXXXXXXX
222 473