HomeMy WebLinkAboutR-4214210r
N
O
0
W
H
.o
d
c
co
Y
. o
0
n
0
? NI
ry
w
1 Of
>�m
>�o
U
s m Y
n 0
%I M
j o O
N
i O U
0(5
> cV w
? aw
ca
i�cz
i 0 X
u1 cn
;I H w
w�
i X
1
S G RADY WAY
STA 19+35
DRAINAGE PROFILE
SCALE: SHOWN
NOTE: SEE DRAWINGS 1 DR.02 AND DR.03
1
AD -READY SUBMITTAL
No. I REVISION
BY I APP'D I DATE
30
20
0
SAME STRUCTURE
..W.
N.
.........
. .
.........
. . . . . . . >-.
H.
W.
. CO. Z. Z
:
G : :? : :
:Z .O .�
�:
: Z O
.....
. .......
.. .� ....
....
..
�.—
a0
n ZU1
W. ... ....
.....
50—.............................................
.«.
.........N L..0 ...
(0
. . .
7z
_
€
_..._._..._..._..._..._..._..._..._......_..._..._..._..._..._.._..._.....W
. . . . .
. . . . .
............................................
U}...U................_n...............
_€ ._. ._. ._ . . . .
..
. . . . . - 50
. .
CO
O O O O
cY3 N .0 .
o .� .� .
W
N N
O . N
�....�
N.N.
N.....�
M
CV ' 04. C'�I ' 00
. .� .� . . . .
%.
. . . . .
m.
(J.
M. �.
N N N N
G(.
00
M
. . . . . .
�. ,.. ... .
r
.� �.
.O .O. O' . . . .
N .� .O O
. . . . .
Q
— W W W. W
i13 ao .r` .
N
W
11€ CQ
CS? CQ
: : : :
: 2 .
: : : : :
U)�-----—Q—
O
.N
w'w'
W W
W W
.mcb:0:0:
Q
N N CV N
—
40-......+....-..
.........
— —
.............................................-40
:::::::::
:::::::
::::
FINISH
GR4DE:::::::::::::::::::::::::::::::::
.........
EX:
RAD:E:::::::
30-................................................................................................._........_..._
_..._..._....._..._..._..._..._..._........._..._...._..._..._..._.
.:.........:.........
30
.........
...6
........... ...
LF12"DI SD @ 0.99%......................
.......
...
.... . ..
...... ......
;.................
EX T -TO BE
::::::
:.... ::: :::::
: EX 24" W
::::::::::::::::::::
20=......................................................................
_ _. _. _. _......................................
...........
__ . _._..._..._..._..._..._..._..._..._..._..._......_..._..._..._..._..._
......................._.....................................................................................................
— 20
REMOVED
.... :......EX
P - TO
:........
.
.........
::::::::::1.6_
......:
...
BE REMOVED ::
.41 LF:12":
PP SD :@: 0.51 % .........
LF 12" DI SD @.....
0.62%
.........
.........
.........:........
......... .........
.
.........
......... .........
..1A LF:1:2":PP :SD
:0.63% :::::
....::::. .........
10-:................................................................................................_..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._..._...:........:....:....:....:....:....:....:....:....:........:....:....:..............................
,10
TALBOT RD S AND S G RADY WAY
STA 10+38 TO 10+75
DRAINAGE PROFILE
SCALE: SHOWN
NOTE: SEE DRAWING 1 DR.04
TALBOT RD S AND S G RADY WAY
STA 10+83 TO 12+80
DRAINAGE PROFILE
SCALE: SHOWN
NOTE: SEE DRAWING 1 DR.04
(425) 453-5000
1100 112TH AVE NE, SUITE 500
,jacobs.ELLEVUE, WA 98004
06112124
3
3
3
3
=20
0 3
DESIGNED: I APPROVED:
W
€
N
.........
. . . . . . . . . . . . . . . .
. . . . . . }
:LU W
50-.
.................................................Z._..._..._..._..._..._..._...__
FW_
._._..._
z
�
................................................. ............................................
=50
. . . . . . .
N
c\l
:
. . . . .
�
. . . . .
.
rOp.
..
. . . . .O.
-Wd .N
.N . . . . . . . . . . . . . .
.Nr
p.
. . . .
m
..
co
......r
. . . . . .
pp
O O. O.
m
M.
00 .00 . m
.......
M Q0. . . . . . . . . . . . . .
. . . .
U
i Q
co
.. CON
�
m
O€�
�: ., . 0 - . ,.
00 .00 CO-
.Q
N
� Q
LLJ W
—
.........
—
W
€N N N
(!}
...........................:......cn
�w.ul.u�...
.........:.........:
FINIS
GRADE:::
...
. ......... :........
.........
......... ~_
::::
�..
-
EX
...
FADE:::::
......
...
...
..........
......
......
......... .........
. ......... .........
. ......... .........
30-................................................................................................._........_..._..._..._..._..._..._..._..._..._..._..._..._..._
..
..
30
:.........:.........:..................:
.......:......
..:.........:.........:
31 LF12"DI SD@0.65%
........
31 LF12"DI SD@0.51%......:
.....................
::EX
T -TO BE RELOCATED BY OTHERS
::::::::::::::
EX T - TO
:::
20— ................................................................................................._..._..._..._..._..._..._................................_..._..._
._..._..._.
_..._..._..._..._..._..._..._..._..._..._...
BE REMOVED.. ...--
—20
:::::::::
EX P -TO BE ABANDONED
7 LF 12" DI SD @ -0.51 % ::::::::::::::
:.........:.........:.........:.........:.........:.........:.........:.........:
10-.................................................................................................
_... _... _... _... _... _... _... _... _...
_... _... _... _... _... _... _... _... _...
_... _... _... _... _... _... _... _...
_... _...
_... _... _... _... _... _... _... _... _... _..._.................................................................................................-10
TALBOT RD S AND S GRADY WAY
STA 10+38 TO 10+75
DRAINAGE PROFILE
SCALE: SHOWN
NOTE: SEE DRAWING 1 DR.04
m
370
360
350
340
330
105TH PL SE AND SE CARR RD
STA 10+90
DRAINAGE PROFILE
SCALE: SHOWN
NOTE: SEE DRAWING 1 DR.13 0' 20' 40'
E
:1,S'ippo
MENTENGINEERING HORIZONTAL SCALE
09/11 /2024
W. HICKEY
G. FRANCO
King County
METRO
DRAWN:
H. JOHNSON
CHECKED:
J. ETULAIN
PROJECT NO:
E00566E18
CHECKED:
CONTRACT NO:
K. CHANG YUEN I CXXXXXXXX
METRO TRANSIT CAPITAL DIVISION
RAPIDRIDE 1 LINE
RENTON SEGMENT
DRAINAGE PROFILES
2 OF 4
10, 20'
VERTICAL SCALE
R-4214210
DATE:
JUNE 2024
DRAWING NO:
1 DRP.02
SHEET NO: OF
232 473