HomeMy WebLinkAboutTESC UpdatesX
X
X
X
CONC
CONC
CONC
SIGN
DEBRIS
SIGN
SIG
N
SIGN
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/
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/
/
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CONC
UT
UT
UT
UT
H
H
H
H
H
HH
VLT
VLT
VLT
VLT
VLT
VLTS
VLT
/
/
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BUS SHELTERTRASHBIN TRASHBIN
SW SW
SW
SW
DRW DRW
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/BUS SHELTER
TRASHBIN
SW
SW
SW
DRW
DRW
SW
SW
DRW
SW
SW
SW
SW
DRWSD
SD
SD
SS
SS
SD
36" C
M
P
36" DI
30" CONC
30" CONC
27" CONC
27" CONC
27" CONC
24" CMP
12"
C
O
N
C
4" C
O
N
C
6" DI
12" C
P
P
12"
C
P
P
12"
C
O
N
C
6" CONC
6" CONC
6" CONC
6" P
V
C
12" DI
12" CONC
12" CONC
6" C
O
N
C
15"
C
M
P
15
"
C
M
P
6" CONC
8" VC
8"
C
O
N
C
18
"
C
O
N
C
TT
T
E
TMH
GV
2WV
FOFO
GVGV
GV
WV4WV
WV
WV
GV
2 MISCMH
GV
GV
FO FO FO TMH
ICVICV
2WV
TMH
GV
WVWVWV
ICV
ICVICVICVICV
WV
WV
ICV
ICV
WM
WV
2WM
WV
WM
ICV
GV
GATE
CW
SW
SW
FH
4' W
O
O
D
F
N
C
CW
SW
AR
T
W
O
R
K
DR
W
DRW
SW
CONC SEAMS (TYP)OE OE
OE
OE OE
OE OE
OE
OE
OE
SW
SW
SW
DR
W
DRW
E
CO
E
E
E
E
E
E
E
E
W
E
EE
EE EE
WV
WV
3WV
WV
WV
3WV
WV
WV
WV
WV3WVWV
WV
WV
3IRRG
2IRRG
2IRR
G
GV
GV
GV
WM
WM
E
2WV
WM
FOEG
G
GE
E
E
E
ET FO
E
E
E
E
W
W
FO
E
EE
T T
TT
T
E
E
E
E
E
E
WW
W
G G
G
G
CO
W
FO
GV
GV
GM
WM
WM
WM
WM WV
WV
3WV
WV
WM
W VLT
2VLTS
HH
T
E
W
T
T
T
E
T
T
E
E
E
E
TMH
GM
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E E
E
E
E
E
E
E
E
G
G
G
G
FO FO FO
FO
FO
FOFO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
W
W
W
W
W
W
W
SDSDSD
SD
SD
SD
SD
F
O
FO
FO
FO
FO
FO
FO
FOFO
FO
FO
FO
FO
FO
SD
SDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSDSD
SD
W
SS
SSSS
SSSSSSSSSSSS
SS
E
E
E
E
E
FOFOFOFOFOFO
6" CONC
12" RC
P
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X X
X
X
X
X
X
6' CLEF
X X6' TEMP CLEF
X X
X
XX
6' TEMP CLEF
X6' TEMP CLEF
X
6' TEMPCLEF
X
X
X
X 8' CLEF
/
/
//
X
X X X X X X
X
X
5.5' CLEF
SW
2' FNC
GATE
///
//6' CL
E
F
5.5' CLEF
6' CLEF
BLDGEQUIP
GAZEBO
CONC
SW
SW
SW
SW SW
SW
SW
SW
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//
/
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//
4 BLRD
3 BLRD
3 BLRD
2 BLRD
X
X
6' T
E
M
P
C
L
E
F
6' CLEF
2 BLRD
//
//
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/
//
/
/
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////
//
/
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/
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/
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/
/
/
/
/
/
/
/
/
/
/////
/
/
/
/
/
/
/
///
/
///
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
O
E
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
/
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/
/
/
/
/
/
/
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//
////
/
/
/
/
/
/
////////
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/
/
/
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/
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/
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/
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/
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3 BLRD
6' TE
M
P
C
L
E
F
6' CLEF
OE OE
OE OE
OE
OE OE
OE OE
OE
OE
PIV
GATE
STORAGESHED
MISCVALV
SHELTERCANOPYBLDG
BLDG
BLDG
BLDG
CBRIM=25.13NEEDS TRAFFIC CONTROL
SD
12" RCP
8" CONC
8" CONC
4" CONC
30"
C
P
P
24" C
P
P
18"
D
I
18" DI
12" CP
P
12" CP
P
12" CPP
SS
E
SS
SS
SS
SS
SS
SS
SS
G
FO
FO
E
E
E
E
E
E
METAL POLE
METAL POLE
METAL POLE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
/
/
/
/
/
//////
/
//
/
/
///
/
//
SL
SL
G
G
G
E
E
E
E
E
E
E
E
E
E
E
FO
FOFO
FO
FO
FO
FO
FO
FO
FOFO
FO
FO
FO
FO
FOFO FOFOFOFOFOFOFOFO
FO
FOFO
FO
FO
FO FO
FO
FOFO
FO
F
O
FO
FOFO
FO
FO
FO
FO FO FO FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
WW
W
W W
W
W
WWWWW
W
W
W
W
WW
W
W
W
W
W
W
W
WWW
W
W
W
W
SDSD SDSDSDSDSDSDSDSD
SD
SD
SS
SS
SS
FO FO
FO
FO
F
O
FO
FO
SS S
D
SD
SD
SD
S
D
SD
SS
SS
SD
SS
SS
SD
SS
SS
SSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
SS SS
SS
SS
SS
SS
SS
SD
SD
SD
SD
SD
SD
SD
SD
SDSDSDSDSDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
W W W WW
SS
SS SS
SS
SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS SS SS
SSSSSSSS
SSSSSSSSSSSSSSSSSSSS
SS
FO
SS
SS
E
E
E
E
E
E
COM
C
A
S
T
COMC
A
S
T
COMC
A
S
T
COM
C
A
S
T
COM
C
A
S
T
CO
M
C
A
S
T
COM
C
A
S
T
COM
C
A
S
T
CO
M
C
A
S
T
CO
M
C
A
S
T
CO
M
C
A
S
T
COMCAST
COMCAST
COMCAST
CO
M
C
A
S
T
CO
M
C
A
S
T
CO
M
C
A
S
T
COMCAST
CO
M
C
A
S
T
COMCAST
COMCAST
F
O
COM
C
A
S
T
CENTURYLINK
CENTURYL
I
N
K
F
O
CENTURY
L
I
N
K
F
O
CENTURYLINK F
O
CENTURY
L
I
N
K
F
O
CENTURYLINK FO
CENTURYLINK FO
CE
N
T
U
R
Y
L
I
N
K
F
O
PS
E
2-PS
E
2-P
S
E
3-P
S
E
PSE
2-PSE
2-PSE
2-PSE 2-PSE
2-PSE
2-PSE
2-PSE
2-PSE
2-PSE
2-PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PS
E
PS
E
PSE
PSE
PSE
RENTONRENTON
RENTON
RENT
O
N
REN
T
O
N
REN
T
O
N
REN
T
O
N
RE
N
T
O
N
RENTON
RENTON
RENTON
REN
T
O
N
RENTON
REN
T
O
N
RE
N
T
O
N
RE
N
T
O
N
WSD
O
T
F
O
WS
D
O
T
F
O
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAY
O
F
O
2-ZAYO FO
PSE GAS
PS
E
G
A
S
PSE
G
A
S
PSE
G
A
S
PSE GAS
PSE GAS
PSE G
A
S
PSE GA
S
PSE GAS
PSE GAS
PSE GAS
PS
E
G
A
S
E
E
G
E
E
E
E
E
E
FOVLT
T
T
T
HH
GV
IRRG
BOREHOLEGA-10EL=26.31
BOREHOLESB-1EL=27.17
BOREHOLEGA-14EL=26.36
BOREHOLEP-14EL=25.43
BOREHOLEP-12EL=25.14
BOREHOLEGA-1EL=25.09
BOREHOLEGA-2EL=25.98
BOREHOLERW10EL=25.30
BOREHOLEGA-3EL=25.97
BOREHOLEGA-4EL=26.06
BOREHOLESH-5EL=26.22
BOREHOLEGA-8EL=26.69
BOREHOLEGA-5EL=27.71
BOREHOLEGA-7EL=27.67
BOREHOLEGA-6EL=27.90
BOREHOLEGA12EL=26.45
BOREHOLEGA-13EL=26.06
BOREHOLEP-15EL=25.66
5'4" DP
6'8" DP
5' DP
4' DP
4' DP
3' DP
3'9" DP3'4" DP
2'11" DP 6'9" DP 1'DP
1'1
1
"
D
P
2'3"DP
2' D
P
2' DP 3'11" DP
3'6" DP
5'9" DP
7'2" DP 6'11" DP
7' DP 6'6" DP
4'4" DP
4'3" DP
3'7" DP
2' DP
4'10" DP
5'9" DP
4'7" DP 1'11" DP 1'11" DP 2'6" DP 5' DP 1'4" DP 2'6" DP
2'2" DP 3'1" DP2'6" DP 1'7" DP
1'9" DP 1'8" DP 1'6" DP 1'6" DP 1'7" DP 1'6" DP
1'9" DP
7'11" DP
11' DP4'9" DP4'9" DP13'6" DP
6'3" DP
5'8" DP
4'1"
D
P
3'6
"
D
P
4'8"
D
P
12'6" DP
13'6" DP11'6"DP10' DP
8'
5
"
D
P
8'1
1
"
D
P
8'1
0
"
D
P
9'
D
P
3'3" DP
3'1" DP
3'2" DP2'10" DP
1'6" DP
1'3" DP
1'9" DP1'7" DP
2'5" DP
1'7" DP1'7" DP
1'4" DP
1'5" DP
1'10" DP
3'1" DP
1' DP
1'10" D
P
1'11
"
D
P
2' DP
3'1" DP
3'1" DP
2'2" D
P
2'8" DP2'7" DP
2'8"
D
P
3'6"DP
3'6" DP
3'9" DP
3'10" DP
4'3" DP
2'3" D
P
1'7" DP
1'7" D
P
2'9"
D
P
2'1"
D
P
1'9"
D
P
1'6" D
P
2'1"
D
P
2'3" D
P
2'1"
D
P
2'3" D
P
1'11"
D
P
1'11
"
D
P
1'11"
D
P
2'5"
D
P
1'8"
D
P
2'1"
D
P
1'11
"
D
P
2'5"
D
P
2' D
P
2'4"DP
2'10
"
D
P
2'5"
D
P
2' D
P
2'4"DP
2'5" DP
5'4" DP5' DP5'5" DP4'8" DP
4'DP3'7"DP2'
D
P
4'11" DP
5'2"
D
P
4'6"DP 3'5"
DP
1'9" D
P
2' DP
1'9" DP
5'7"
D
P
2'7"DP
2'4"DP 2'4" DP
2' DP
1'10"
D
P
2'1" DP
5'8"
D
P
3' D
P
3'9"
D
P
3'6"DP
4'11"
D
P
6'7" D
P
3'9" D
P
2'2" D
P
2'4" D
P
5'8"
D
P
8'6" D
P
9'11"
D
P
10' D
P
2'DP
5'10
"
D
P
10' D
P
3'8" DP3'11"DP
5'1" DP5'3" DP
5'2" DP
6'4" DP
6'3" DP
6'7" DP
2' DP
3'2"DP2'6" DP
1'4" D
P
2'1"
D
P
7' DP
7' DP
2'8
"
D
P
4'11" D
P
6'3" D
P
8' DP
2'2" DP
1'3"DP
2'5"
D
P
1'10
"
D
P
2'3" D
P
4'11"
D
P
3'11
"
D
P
2'8" D
P
3'6"DP
3'10
"
D
P
2'7" DP 2'4" DP 3'4" DP
3'10" DP 3'5"
D
P
3'2"
D
P
3'11"
D
P
3'9" D
P
2'4"
D
P
3'3"
D
P
5'5"DP
4'10
"
D
P
4'4" D
P
5'3"
D
P
1'10
"
D
P
1'2"
D
P
1'6" DP
1'8" D
P
2'3"
D
P
5'6" D
P
4'8" DP
5'8" DP
3'11" DP6'1" DP
6'4" DP6'1" DP
5'4" DP
4' DP
5'4" DP4'11"DP
4' DP
3'6" D
P
5' DP
5'11" DP
6'9" DP
5'4" DP7'11" DP
6'7" DP
4'5" DP
2'8
"
D
P
6'9" DP
6' DP
7'6" DP 5'6" DP
1'9
"
D
P
2'5" D
P
2'DP
12"W
12"
W
12"
W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
ABAN-W
ABAN-W
ABAN-
W
ABAN-W
ABAN
-
W
ABAN
-
W
ABAN-W
ABAN-W
ABA
N
-
W
AB
A
N
-
W
12"W
12
"
W
12"
W
12"
W
12"W
12"W
400
404
418
CONC SEAMS (TYP)
WV
WV
SD
SD
SD
SD
CO
2 BLRD
FH
2'4'
3'11" DP4'11" DP
3'5" DP
5'5" DP
2'6" DP1'3" DP
1'11" DP3'9" DP
3'10" DP
2'2" DP 2'2" DP
1'5" DP
BROADBANDVAULT
2'11" DP
3' DP
2'3" DP
1'11" DP
1' 11" DP
2'3" DP3'11" DP
4'11" DP
5'2" DP4'4" DP
1'7" DP
4'5" DP5'6" DP
1' 8" DP
2'5" DP
1'11" DP
3'8" DP4'9" DP
1'4" DP
3' DP5'8" DP
5'10" DP6'2" DP5'5" DP
6' DP4' DP
1'5" DP 1'7" DP
2'8" DP
2'4" DP 2'6" DP
5'5"DP6'7" DP
4'2" DP
2'4" DP
12' DP
SS
SS
SS
6'11"
3'6"
4'8"
8'11
"
1'7"
2'
3'9"
4'10"
6'9"4'5"
ED(TYP.)
ED(TYP.)
ED(TYP.
)
ED
(TYP
.
)
SS
SS
SS
2'5"2'7"3'8"
2'2"
2'9"
4'2'
3'
3'
3'
3'
SS
3'10"
4'1"
4'9"
7"
4'1"
3'11"
5'9"
5"
2'1"
1'11"
9"2'4"
3'1"2'11"3'3"
3'11"
3'
5'2
"
4'1"
4'7"
2'11"2'9"1'4"1'7"
2'9"
2'1"
2'7"2'11"
3'4"
3'9"
2'10"
4'9"
4'11"2'8"2'1"
2'8"
2'7"2'5"
7"1'1"
1'4"
2'
2'1"
2'9"
6'3"
5'4
"
5'3"
4'9"
5'7"3'10"
4'11
"
5'11
"
6'8"
6'11"
3'10"
1'6"
4'1"
4'2"
4'7"
5'9"
5'8"4'8"
5'11"
3'11
"
4'1"
3'9"
4'5"
2'11"3'1"
5'2"
4'11
"
4'7"
4'1"4'6"
4'8"
4'6"
5'3"
4'6"
4'9"
4'11
"
3'7"
4'
1'
2 WM
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BIKESTORAGE
WV
6" TREE30' DLN
SD
SS
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2'10"
3'10"
3'0"
4'0"
4'3"
4'6"
4'11"
5'0"
5'5"
6'0"
6'3"
6'6"
7'0"
7'2"
7'9"
8'0"
8'2"
8'6"
10'0"
10'7"
SS
SS
CO
SD
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^
^
^
^
^
^
^
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F
/
//
/
/
/
//
/
//
//
/
//
//
////////////
SF
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1.50
CO COCOCOCOCOCO
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STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
TESC PLAN
AREA PLAN AND GENERAL NOTES
BT120-CTP100
BT120
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
1"=80'
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LIN
E
I
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1
"
A
T
FU
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
10
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S1-BT120-CTP100 FACILITY ID:
Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK020 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 202022-3-12 (ST DES TECH '23)
OSBORNCONSULTINGINCORPORATED
N
SCALE IN FEET
0
(CUSTOM)
60 30 60 120
HA
R
D
I
E
A
V
E
AREA MAP
1" = 80'
S GRADY WA
Y
LA
K
E
A
V
E
S
SR
-
1
6
7
RAIN
I
E
R
A
V
E
S
NORTH DRIVEWAY
SOUTH DRIVEWAY102
103
201
202
203
204
205
101 104
105
106
107
CROSS REFERENCING OF DRAWINGS
BASE SHEET TITLE
1"=20' DRAWING SETS S1-BT120-CTP101 S1-BT120-CTP102 S1-BT120-CTP103 S1-BT120-CTP104 S1-BT120-CTP105 S1-BT120-CTP106 NOT USED
101 102 103 104 105 106 107
CROSS REFERENCING OF DRAWINGS
BASE SHEET TITLE
1"=20' DRAWING SETS S1-BT120-CTP201 S1-BT120-CTP202 S1-BT120-CTP203 S1-BT120-CTP204 NOT USED
201 202 203 204 205
12-02-2024
0049
RTA/CN 0205-24
GENERAL NOTES:
1.CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL
(TESC), AS NEEDED.2. PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.
3. PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESS
NOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4. FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.5. CLEARING LIMITS IN LANDSCAPING AREAS WITHIN
THE PROJECT LIMITS SHALL BE DELINEATED WITHSILT FENCE INSTALLED AT A 2-FOOT OFFSET FROMTHE INSIDE OF THE CHAIN LINK FENCE EXCEPT ATDRIVEWAY AND SIDEWALK LOCATIONS.6. AT A MINIMUM, DISTURBED AREAS SHALL BE
SODDED OR SEEDED AND MULCHED TO ENSURETHAT SUFFICIENT COVER WILL DEVELOP SHORTLY
AFTER FINAL APPROVAL.7. USE WSDOT STANDARD SPECIFICATIONS UNLESSOTHERWISE NOTED.8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THENPDES CONSTRUCTION PERMIT FOR THE PROJECT.
STORMWATER TREATMENT AND SAMPLING ISREQUIRED AS PART OF THE PERMIT. SEE NPDES
PERMIT WAR314062 FOR DETAILS.
INLET PROTECTION
SILT FENCE
COMPOST SOCK
CONSTRUCTION FENCE
LEGEND:
SFSF
STABILIZED CONSTRUCTION ENTRANCE
CONCRETE WASHOUT AREA
KEY NOTES:
1 WHERE CURB INLETS ARE PRESENT, INSTALL INLETPROTECTION PER COR STD PLAN 216.30 AND PLACESANDBAGS BARRIER UPSTREAM OF CATCH BASIN PER COR
STD. PLAN 216.50. SEE DRAWING BT120-CTD102 ANDBT120-CTD103 FOR DETAILS.
CONSTRUCTION PHASES:
NOTE THAT THE CONSTRUCTION PHASING BELOW IS A RECOMMENDATION AND THE CONTRACTOR MAYREVISE THE PHASING AS SUITABLE FOR THE PROJECT CONSTRUCTION SEQUENCE.
PHASE 1
COMPLETE ALL DEMOLITION AND CONSTRUCTION ALONG RAINIER AVE S INCLUDE THE FOLLOWING:
·RAINIER AVE S/HARDIE AVE SW INTERSECTION IMPROVEMENTS.
·SOUTHBOUND LEFT-TURN LANE AT RAINIER AVE S/HARDIE AVE SW INTERSECTION.
PHASE 2COMPLETE ALL DEMOLITION AND CONSTRUCTION ALONG NORTH SIDE OF S GRADY WAY INCLUDE THEFOLLOWING:
·ROADWAY ( TWO WESTBOUND LANES) AND DRAINAGE IMPROVEMENTS.
·SIDEWALK AND LANDSCAPE AREA.
PHASE 3COMPLETE ALL DEMOLITION AND CONSTRUCTION WITHIN THE LAKE AVE S INCLUDE THE FOLLOWING:
·TRANSIT CENTER EAST ENTRANCE/EXIT CONNECTION TO LAKE AVE S.
·ROADWAY AND DRAINAGE IMPROVEMENTS.
·SIDEWALK AND LANDSCAPE AREA.
CONCURRENT TO CONSTRUCTION PHASESCOMPLETE ALL DEMOLITION AND CONSTRUCTION WITHIN THE PROJECT SITE INCLUDE THE FOLLOWING:
·SRTC ZONE A - TRANSIT CENTER.
·SRTC ZONE B - BUS LAYOVER AREA.
·SRTC ZONE C - INTERNAL ACCESSES, SIDEWALK, BIORETENTION SWALE AND LANDSCAPE AREA.
·SURFACE PARKING AREA.
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2'
5
"
D
P
1'
9
"
D
P
1'
D
P
1'
1
1
"
D
P
2'10"1'9"
1'
1'5"1'7"1'7"1'10"1'8"
1'7
"
2'1
1
"
4'9"
4'1
1
"
H
H
RE
C
N
O
.
2
0
1
1
0
8
1
2
0
0
1
7
1
8
4'
S
L
O
P
E
&
U
T
I
L
I
T
Y
EA
S
E
M
E
N
T
/////////////
/////////////////////////////
GR
A
D
Y
1
4
9
+
0
0
GRADY 150+00
GR
A
D
Y
1
5
1
+
0
0
RAINIER 200+00
RAINIER 201+00 RAINIER 202+00 RAINIER 203+00
RAINIER 204+0
0RAINIER STA 200+00.07= GRADY STA 150+00.02
RAINIER AVE S
S
W
G
R
A
D
Y
W
A
Y
S
G
R
A
D
Y
W
A
Y
SF SF
SF
SFSFSF
CONC
CONC
CONC SIGN
DEBRIS
SIGNSIGN
SIGN
/
//
/
CONC
UT
UT
UT
UT
H
H
H
H
H
VLT
VLT
VLT VLT
VLT
VLT
HH
VLTS
VLT
TRASHBIN TRASHBIN
BUS SIGNPOWERCABINET
SW SW SW
SW
DRW DRW
TRASHBIN
SW
SW
SW
DRW
DRW
SW
SW
DRW
SW SW
SW
SW
DRW
CONC WALL
36" CMP
36" DI
30" CONC
30" CONC
27" CONC 27" CONC 27" CONC 24" CMP
12" CONC
4" CONC
6" DI
12" CPP
12" CPP
12" CONC
6" CONC
6" CONC
6" CONC6" PVC
12" DI
12" CONC 12" CONC
6" CONC
15" CMP
15" CMP
6" CONC
8" VC
8" CONC
18" CONC
HH
TTTETS SLHHTMHGV2WVFOFO2FOMHGVGVGVITSVLT2TS LTVLT
WV4WV
LTVLT TC SLHHLTHHCENTURYLINKVLTWV
ELECVLT
WV
GV
TS LTHH
TS LTVLTELECVLT2 MISCMH
TS-LTVLT
GVGVSLHHHHLTHHTCHH
FOFOMH FOFOMHFOFOMHTS LTHH LTHHTMHICVICV
2WV TMH
GV
WVWVWV
BROADBANDVLTLTHHICVICVICVICVICVHHWV
WV ELECVLT
HH
ICVICV
2HHWM
ELECVLTLT HHWV
ELEC VLT2WMWV
LT HH
ELECVLT LTHHWMICV
GV
GATE CW SW
SW
FH
CONCBENCH
4' WOOD
F
N
C
CW
SW
CON
C
B
E
N
C
H
CONC BENCH
ART
W
O
R
K
CONC
DRW
DRW
SW
CONC SEAMS (TYP)
SW
SW
SW
DRW
DRW
E
COEE
E
E E
E
E
E W
E
EE
EEEE
WV
WV
3WV
WV
WV
3WV
WV
WV
WV
WV3WVWVWVWV
HH
HH HH
HH
HH
HH
HH
HHHH
HH
HH
HHHH
HH
HHHH
HHHH
HH
HH HH3HHHH
HH
HH
HHHH
HHHHHHHHHHHHHH
HHHH HH 2 HH HH
ELEC VLT
ELECVLT
ELEC VLT
4ELEC VLTELECVLTELECVLT
2ELEC VLT
ELECVLT
3IRRG
2IRRG
2IRRG
GV
GV
GV
WM
WMELECVLT
E
HH
2WV
HHELECVLT
HH
HH
WM
CO
GV
GV
GM
WM
WM
WM
WM WVWV
3WV
WV
WM
W VLT
2VLTS
HH
T
TSHHHH
HH
HHHH
HHTMH
VLTTS VLTHH
VLT
2" DROP 2" DROP
HH
GM
6" CONC
HH HH
12" RCP
///
/
//
/
/
//
/
/
/
6' CLEF
6' TEMP CLEF
6' TEMP CLEF
6' TEMP CLEF
6' TEMPCLEF
8' CLEF
5.5' CLEF
PP PP
PP
SW
2' FNC GATE
//6' CLEF
5.5' CLEF
6' CLEF
BLDGEQUIPCONCELECEQUIP
SW
SW
SW
SW SW
SW
SW
SW
/
/
//
/
/
CONC BASEREMOVED LT
4 BLRD
3 BLRD
3 BLRD
2 BLRDPM
6' TEMP
C
L
E
F
6' CLEF
2 BLRD
/
/
/
///
/
/
/
//
/
////
///
/
//
/
/
//
///
3 BLRD
6' TEMP CLE
F
BLDEQUIP
SIGN POST ONCONC BASE
6' CLEF
PIVGATE
STORAGESHED
MISCVALV
INLETRIM EL=24.52NEEDS TRAFFIC CONTROL
CBRIM=25.13NEEDS TRAFFIC CONTROL
12" RCP
8" CONC 8" CONC4" CONC
30" CPP
24" CPP
18" DI
18" DI
12" CPP 12" CPP
12" CPP
SS
METAL POLE
METAL POLE
METAL POLE
////
SL
SL
FOFO
W
SD
SS
SSCOMCAST
COMCAST
COMCAST
COMCAST
COMCAST
COMCAS
T
COMCAST
COMCAST
COMCAST
COMCA
S
T
COMCAST
COMCAST COMCAST
COMCAST
COMC
A
S
T
COMCAST
COMCAS
T
COMCAST
COMCAS
T
COMCAST
COMCAST
COMCAST
COMCAST
COMCAST FO COMCAST
CENTURYLINK
CENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FOCENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FO
CENTURYL
I
N
K
F
O
RENTONRENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON RENTON
RENTON
RENTONRENTON
RENTON
RENTON
RENTONRENTON
WSDOT FO
WSDOT FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FOPSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GASPSE GAS
UTIL VLT
HH
HH
HH
UNKNOWN UTILITY
HH
HH
HHELECVAULT
HH2WM
HH
GV
IRRG
5'4" DP6'8" DP5' DP
4' DP4' DP
3' DP3'9" DP3'4" DP
2'11" DP6'9" DP1'DP1'11" DP
2'3"DP
2' DP2' DP3'11" DP
3'6" DP
5'9" DP 7'2" DP6'11" DP 7' DP6'6" DP 4'4" DP4'3" DP 3'7" DP 2' DP
4'10" DP 5'9" DP
4'7" DP1'11" DP1'11" DP2'6" DP5' DP1'4" DP2'6" DP2'2" DP3'1" DP2'6" DP 1'7" DP1'9" DP 1'8" DP1'6" DP1'6" DP 1'7" DP 1'6" DP 1'9" DP
7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP
4'1" DP
3'6" DP
4'8" DP
12'6" DP13'6" DP11'6"DP10' DP
8'5" DP
8'11" DP8'10" DP
9' DP3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP1' DP
1'10" DP
1'11" DP
2' DP
3'1" DP3'1" DP
2'2" DP
2'8" DP2'7" DP
2'8" DP
3'6"DP
3'6" DP
3'9" DP3'10" DP4'3" DP
2'3" DP
1'7" DP2'9" DP
2'1" DP1'9" DP1'6" DP
2'1" DP
2'3" DP
2'1" DP
2'3" DP
1'11" DP
1'11" DP
1'11" DP
2'5" DP
1'8" DP
2'1" DP
1'11" DP
2'5" DP
2' DP
2'4"DP
2'10" DP
2'5" DP
2' DP
2'4"DP2'5" DP5'4" DP5' DP5'5" DP4'8" DP4'DP3'7"DP2' DP
4'11" DP5'2" DP
4'6"DP3'5"DP
1'9" DP
2' DP
4' DP
1'9" DP5'7" DP
2'7"DP2'4"DP2'4" DP
2' DP
1'10" DP
2'1" DP
5'8" DP
3' DP3'9" DP3'6"DP
3'11"DP 6'4" DP6'3" DP6'7" DP
2' DP3'2"DP2'6" DP
7' DP
7' DP
2'8" DP
4'11" DP6'3" DP
8' DP2'2" DP1'3"DP
4'11" DP
3'11" DP
2'8" DP
3'10" DP
2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP
3'2" DP
3'11" DP3'9" DP
3'3" DP
5'5"DP
4'10" DP4'4" DP
5'3" DP
4' DP1'9" DP2'8" DP
2' DP1'11" DP
4'4" DP
6' DP
5' DP2'8" DP3'8" DP3'10" DP2'8" DP2' DP
3'7" DP2'2" DP
2'4" DP3'8" DP
3' DP3' DP
3'11" DP
3'9" DP
3'7" DP
1'8" DP4' DP
5'11" DP
3' DP
1'10" DP1'2" DP1'6" DP
5'6" DP
2'4" DP
5'4" DP
2'4" DP1'6" DP1'4"DP1'8" DP 1'5" DP1'1" DP1'4" DP1'3" DP1'6" DP1'8" DP1'5" DP1'5" DP1'4" DP1'5" DP 1'8" DP1'7" DP2'3" DP
1'7" DP 4' DP
2'6" DP3' DP
1'5" DP
1'6" DP
1'7" DP2'2" DP2'5" DP
4' DP2'5" DP2'2" DP1'11" DP2' DP
2'1" DP
2'2" DP
1'11" DP
1'6" DP
2'4" DP
2'4" DP2'4" DP
1'8" DP
1'10" DP
2' DP2'8" DP2'4" DP3' DP
3'8" DP1'9" DP
4' DP
7'11" DP6'7" DP4'5" DP
2'8" DP
2'2" DP
2' DP2' DP
2'6" DP
2'2" DP
1'9" DP1' DP3' DP
3' DP
3' DP
2'5" DP
2'6" DP
2'2" DP
2'6" DP
2'5" DP
2'7" DP
2'8" DP
2'5" DP2'7" DP
2'6" DP
2'4" DP
2'6" DP'
3'4" DP
2'9" DP
5' DP2'8" DP3' DP
2' DP
2'10" DP
4'8" DP
5' DP
5'9" DP5'10" DP
5'8" DP5'10" DP
3' DP
6'9" DP 6' DP
7'6" DP
2'1" DP
5'6" DP4' DP2'4" DP
2'5" DP2'5" DP2'8" DP2'3" DP
1' DP
2'5" DP2'5" DP 1'6" DP1'5" DP
2'6" DP2'DP4'DP4'DP
2'5" DP
2'DP
PSE
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"WABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
12"W
12"W
12"W
12"W
12"W
12"W
400
404
418
CONC SEAMS (TYP)
WV
WV
CO
2 BLRDFH
2'4'
HH
3'11" DP4'11" DP
3'5" DP
2'6" DP1'3" DP1'11" DP3'9" DP1' DP3' DP
2' DP 4' DP3'10" DP
2'5" DP
2'3" DP2'2" DP
2' DP1'11" DP
1'5" DP
5'11" DP3'8" DP
1' DP2'8" DP
2' DP
2' DP
3' DP2'3" DP 1'11" DP
3' DP 1' 11" DP
2'3" DP3'11" DP1'8" DP1'10" DP 4'11" DP
5'2" DP4'4" DP1'7" DP 1'8" DP
4'5" DP5'6" DP
3'1"DP 3'3" DP1' 8" DP3'2" DP
2'5" DP
1'9" DP1' DP
1'11" DP
1'5" DP 1'5" DP3'8" DP4'9" DP
1'4" DP
3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP1'7" DP
1'9" DP3' DP
1'5" DP1'7" DP 2'8" DP2'4" DP2' DP
1'9" DP1'5" DP 1'5" DP2'6" DP1'4" DP
1'5" DP1'9" DP
2'4" DP2'4" DP2'6" DP3'10" DP
2' DP2' DP3'5" DP1'8" DP 4'2" DP2'4" DP12' DP
2'4" DP
1' DP
1' DP
6'11"
3'6"
4'8"
8'11"
1'7"
2'
3'9"
4'10"
1'1"
1'5"1'4"1'7"
1'10"
1'7"
1'11"
2'2"
1'0'11"
6'9"4'5"
1'
2'10"1'9"1'
3'
ED(TYP.)
ED(TYP.)
ED(TYP.)
ED(TYP.)
1'2"1'10"
2'9"
2'3"
2'
2'
3'3'4"1'3"4'3'2"3'4'
2'6"
2'
3'
3'
1'8"1'2"1'2"
2'7"
2'5"2'7"3'8"2'2"
1'7"
2'9"
4'2'
3'3'3'3'
3'10"
4'1"4'9"7"
4'1"3'11"
5'9"
2'1"
1'11"
1'9"
2'1"1'8"
4'3"3'9"4'7"3'11"3'7"3'11"
10"
1'9"1'7"
5"
2'1"
1'11"
9"2'4"
3'11"3'
5'2"
4'1"
4'7"2'11"2'9"1'4"1'7"
2'9"
2'1"2'7"2'11"
3'4"3'9"2'10"
2'2"
2'11"1'9"
1'5"
1'7"
1'7"1'10"
1'8"
1'7"2'11"2'1"2'2'3"1'9"
1'6"
1'8"
1'7"1'11"2'1"
1'7"
1'6"1'6"1'2"1'4"
1'5"
2'3"
2'1"
2'7"3'1"3'1"2'3'4"3'3"1'11"3'5"2'1"2'3"
2'9"
2'1"
2'4"
1'4"1'5"1'4"1'3"1'6"1'6"1'11"1'5"2'3'10"1'3"1'6"1'4"3'9"1'5"1'11"
3'11"3'9"1'7"
3'10"4'10"4'9"
4'10"1'3"
1'8"
4'1"4'9"4'9"2'7"2'10"
4'1"6'6"5'7"2'9"1'1"
2'7"
3'4"
2'10"
2'3"1'10"8"10"
2'9"
2'6"
2'1"1'8"1'11"
2'5"2'3"
2'7"
2'11"
1'7"1'9"2'2"2'2"1'7"
4'9"
4'11"2'8"2'1"2'8"2'7"2'5"
7"1'1"1'4"2'2'1"2'9"
6'3"
5'4"
5'3"4'9"
5'7"3'10"
4'11"
5'11"
6'8"6'11"3'10"
1'6"4'1"4'2"4'7"
5'9"5'8"4'8"5'11"
3'11"
4'1"
3'9"
4'5"
2'11"3'1"
5'2"
4'11"
4'7"4'1"4'6"
4'8"4'6"5'3"4'6"4'9"4'11"
3'7"
4'
1'
HH
HHHHHH
ELEC VLT
2 WMELEC VLT HHHH
SLHH
SLHH
WV
ELECPEDGROUNDROD
6" TREE30' DLN
1.5' RET WALLPLANTER
1.5' RET WALLPLANTER2'10"
3'10"3'0"
4'0"4'3"4'6"4'11"5'0"
5'5"
6'0"6'3"6'6"7'0"7'2"
7'9"
8'0"8'2"8'6"10'0"
10'7"
CO
2 WV
ELECVLT HH
HH
CO COCOCOCOCOCOCOCO
COCOCO
CO
CO
CO
INLET PROTECTIONSUMPSILT FENCETEMPORARY CURBTEMPORARY SLOPE DRAINHIGH VISIBILITY FENCEHIGH VISIBILITY SILT FENCECONSTRUCTION STORMWATERCONVEYANCE PIPETEMPORARY DRAIN PIPEINTERCEPTOR DIKESTRAW BALESSTRAW WATTLESBIODEGRADABLE CHECK DAMSCONSTRUCTION STORMWATER STORAGESLOPE PROTECTIONSTABILIZED CONSTRUCTION ENTRANCE(STEEL PLATE)LANDSLIDE HAZARD AREANEW RIGHT OF WAY AREATEMPORARY CONSTRUCTION EASEMENTAREA
20 40
SCALE IN FEET
01020
(1" = 20')
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
TESC PLAN
RAINIER STA 200+00 TO RAINER STA 204+00
BT120-CTP101
BT120
50 0
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
1"=20'
N
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LIN
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
01
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S1-BT120-CTP101-106 FACILITY ID:
Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001
OSBORNCONSULTINGINCORPORATED
1
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BT120-C
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2
0
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MATCHLINE:SEE DWG BT120-CTP205
102
103
106
201
202
203 204
205
SW 7TH ST
RAIN
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
KEY MAP
SW GRADY
WAY
101 104
105
107
01-20-2025
RTA/CN 0205-24
Stormwater Flow Direction
Sanitary Flow Direction
GENERAL NOTES:
1. CONTRACTOR SHALL MAINTAIN AND ADJUST
TEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.2. PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, AND
BT120-CSP201-205.3. PROTECT EXISTING DRAINAGE STRUCTURES SUCH
AS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4. FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.
5. CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITHSILT FENCE INSTALLED AT A 2-FOOT OFFSET FROMTHE INSIDE OF THE CHAIN LINK FENCE EXCEPT ATDRIVEWAY AND SIDEWALK LOCATIONS.6. AT A MINIMUM, DISTURBED AREAS SHALL BESODDED OR SEEDED AND MULCHED TO ENSURE
THAT SUFFICIENT COVER WILL DEVELOP SHORTLYAFTER FINAL APPROVAL.7. USE WSDOT STANDARD SPECIFICATIONS UNLESSOTHERWISE NOTED.8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THE
NPDES CONSTRUCTION PERMIT FOR THE PROJECT.STORMWATER TREATMENT AND SAMPLING IS
REQUIRED AS PART OF THE PERMIT. SEE NPDESPERMIT WAR314062 FOR DETAILS.
KEY NOTES:
1 WHERE CURB INLETS ARE PRESENT, INSTALL INLETPROTECTION PER COR STD PLAN 216.30 AND PLACE SANDBAGS
BARRIER UPSTREAM OF CATCH BASIN PER COR STD. PLAN216.50. SEE DRAWING BT120-CTD102 AND BT120-CTD103 FOR
DETAILS.
2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEEDRAWING BT120-CTD102 FOR DETAILS.
4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02.
WHEN COMPOST SOCKS ARE USED ON PAVEMENT, HEAVYCONCRETE BLOCKS SHALL BE USED TO PREVENT THE
COMPOST SOCK FROM MOVING DURING RAINFALL/RUNOFFEVENTS.
INLET PROTECTION
SILT FENCE
CONSTRUCTION FENCE
LEGEND:
SFSF
STABILIZED CONSTRUCTION ENTRANCE
CONCRETE WASHOUT AREA
S
I
G
N
SIGN
S
I
G
N
////////
/
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/
/
/
/
/
/
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///////////
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/
U
T
H
H
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6
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1
2
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2
2
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6
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1
2
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6
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1
4
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12" CON
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6
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6"
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3
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6
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6
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5
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1
6
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5
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1
2
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LANDSCAPING
6
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T
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1
4
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D
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5" TREE8' DLN
5
"
T
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1
1
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LANDSCAPING
E
C
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E
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WV
3WV WV
W
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3
W
V
W
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WV
HH
HH
HH
HH
HH HHHH
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H
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HH
H
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ELEC VLT
E
L
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2IRRG
GV
G
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G
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FO FO
FO
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E E
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G
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G
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FO
FO
FOFOFOFO
FO
FO
SDSD
FO
F
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FO
FO
FO
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FO FO FO FO FO FO
FO
SDSDSDSDSDSD
SD SD SD SD SD SD SD SD SDSD
SD
SD
SD
SD
SD
SD
SD
SD
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F
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18" DI
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
F
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FO
F
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F
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FO
FO
W
W
W
SS
SS
SS
SD
SD
SD
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COMCAST
COMCAST
2-PSE
PSE
RENTO
N
RENTON
RENTON
RENTON
PSE GAS
PSE GAS
P
S
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G
A
S
PS
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T T T T T T T T T
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V
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6
6
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9
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D
P
1
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D
P
1'11" DP2'3"DP
2' DP
2'
D
P
3
'
1
1
"
D
P
1'7" DP
2'9" DP2'1" DP1'9" DP1'6" DP2'1" DP2'3" DP2'1" DP2'3" DP
4'
6
"
DP
3'5
"
DP
3'
D
P
3'9
"
D
P
DP
8'6" DP
3'
8
"
D
P
3
'
1
1
"
DP
5
'
1
"
D
P
5'
3
"
D
P
5
'
2
"
D
P
6
'
4
"
D
P
6'
3
"
D
P
6'
7
"
D
P
2'5" DP 1'10" DP 2'3" DP
4'11" DP 3'11" DP
2'8" DP3
'
6
"
D
P
3'10" DP
2
'
7
"
D
P
2'
4
"
D
P
3
'
4
"
D
P
3
'
1
0
"
D
P
3'5" DP 3'2" DP 3'11" DP3'9" DP
2'4" DP
3'3" DP
5'5"DP4'10" DP
4'4" DP5'3" DP
4' DP
1'9" DP
2'8" DP
2' DP
1'11" DP4'4" DP
6' DP
5' DP
2'8" DP
3'8" DP
3'10" DP
2'8" DP 2' DP
3'11" DP
3'9" DP
3'7" DP 1'8" DP
4' DP 5'11" DP
3' DP
1'8" DP2'3" DP
5'6" DP
2'4" DP
5
'
4
"
D
P
1'8" DP
2'6" DP
2'2" DP1'9" DP
1' D
P
3' DP
3' DP3' DP2'5" DP2'6" DP
2'2" DP2'6" DP
4'8" DP 5' DP 5'9" DP 5'10" DP 5'8" DP 5'10" DP
2'1" DP
P
S
E
GG
12"W
12"W
12"W
ABAN-W
ABAN-W
AB
A
N
-
W
AB
A
N
-
W
ABAN-W
ABAN-W
1
2
"
W
12"
W
12"W
12"W
4
0
4
2'
3
"
D
P
2
'
2
"
D
P
2'
1
1
"
D
P
1
'
D
P
2'
8
"
D
P
2'
3
"
D
P
3
'
1
1
"
D
P
1'
8
"
D
P
1'
1
0
"
D
P
4'
1
1
"
D
P
3'9
"
4'10"
1'
ED(TYP.)
ED(TYP.)
RAINIER AVE S
HARDIE
A
V
E
S
W
N
T
C
5
0
9
+
5
3
N TC 510+00
S TC 609+53
S TC 610+00
HA
R
D
I
E
3
1
0
+
0
0
HAR
D
I
E
3
0
9
+
0
0
HA
R
D
I
E
3
1
0
+
0
0
RAINIER 20
4
+
0
0
RAINIER 205+00
RAINIER 206+00
RAINIER 207+00
RAINIER 208
+
0
0
RAINIER
2
0
9
+
0
0
N TC STA 510+04.91= RAINIER STA 207+16.93
S TC STA 610+02.99= RAINIER STA 206+67.81
CONC
CONC
CONC SIGN
DEBRIS
SIGNSIGN
SIGN
/
//
/
CONC
UT
UT
UT
UT
H
H
H
H
H
VLT
VLT
VLT
VLT
VLT
HH
VLTS
VLT
TRASHBIN TRASHBINSW SW SW
SW
DRW DRW
TRASHBIN
SW
SW
SW
DRW
DRW
SW
SW
DRW
SW SW
SW
SW
DRW
CONC WALL
SSMH36"Ø CONCRIM=25.17IE 8" PVC N=20.7IE 6" PVC W=20.7
SSMH36"Ø CONCRIM=27.97IE 8" VC NE=14.5IE 8" CONC S=13.9
SSMH36"Ø CONCRIM=26.49IE 18" CONC NW=12.3IE 18" CONC E=12.3IE 8" CONC S=13.0
SSMHRIM=27.27UNABLE TO OPEN
SSMH48"Ø CONCRIM=25.79IE 8" CONC NE=17.1IE 6" CONC E=18.5IE 8" DI SE=21.8IE 8" VC SW=18.2
SSMHRIM=28.40IE 8" CONC N=13.2IE 18" CONC SE=10.4IE 18" CONC NW=10.2
6" CONC
8" VC
8" CONC
18" CONC
TTTETMHGVCO2WVFOFOGVGVGVCO
WV4WV
WVWV
GV
2 MISCMH
GVGV
FO FOFO TMHICVICV
2WV TMH
GV
WVWVWV
ICVICVICVICVICV
WVWVCOCOICVICV
WMWV
2WMWV
WMICV
GV
GATE CW SW
SW
FH
CONCBENCH
4' WOOD
F
N
C
CW
SW
CON
C
B
E
N
C
H
CONC BENCHARTWORKCONC
DRW
DRW
SW
CONC SEAMS (TYP)
SW
SW
SW
DRW
DRW
E
COEE
E
E E
E
E
E W
E
EE
EEEE
WV
WV
3WV
WV
WV
3WV
WV
WV
WV
WV3WVWVWVWV3IRRG
2IRRG
2IRRG
GV
GV
GV
WM
WM
E
2WV
WM
CO
GV
GV
GM
WM
WM
WM
WM WVWV
3WV
WV
WM
W VLT
2VLTS
HH
TTMH
GM
6' CLEF
6' TEMP CLEF
6' TEMP CLEF
6' TEMP CLEF
6' TEMPCLEF
8' CLEF
5.5' CLEF
SW
2' FNC GATE
6' CLEF
5.5' CLEF
6' CLEF
BLDGEQUIPCONC
SW
SW
SW
SW SW
SW
SW
SW
CONC BASEREMOVED LT
4 BLRD
3 BLRD
3 BLRD
2 BLRD
6' TEMP
C
L
E
F
6' CLEF
2 BLRD
3 BLRD
6' TEMP CLE
F
SIGN POST ONCONC BASE
6' CLEF
PIVGATE
STORAGESHED
MISCVALV
SSMHRIM=25.21NEEDS TRAFFICCONTROLSSMHRIM=26.31NEEDS TRAFFIC CONTROL
SSMHRIM=24.31NEEDS TRAFFIC CONTROL
SSMHRIM=28.66NEEDS TRAFFIC CONTROLSSMHRIM=28.75NEEDS TRAFFIC CONTROL
SS
METAL POLE
METAL POLE
METAL POLE
////
SL
SL
FOFO
W
SD
SS
SSCOMCAST
COMCAST
COMCAST
COMCAST
COMCAST
COMCAS
T
COMCAS
T
COMCAST
COMCAST
COMCA
S
T
COMCAST
COMCAST COMCAST
COMCAST
COMC
A
S
T
COMCAST
COMCAS
T
COMCAST
COMCAS
T
COMCAST
COMCAST
COMCAS
T
COMCAST
COMCAST FO COMCAST
CENTURYLINK
CENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FOCENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FO
CENTURYL
I
N
K
F
O
PSE
2-PSE
2-PSE
3-PSE
PSE
2-PSE
2-PSE
2-PSE 2-PSE
2-PSE
2-PSE
2-PSE
2-PSE 2-PSE
PSE
PSE
PSE
PSE
PSE PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
RENTONRENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON RENTON
RENTON
RENTONRENTON
RENTON
RENTON
RENTONRENTON
WSDOT FO
WSDOT FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FOPSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
FOVLT
2WM
HH
GV
IRRG
5'4" DP6'8" DP5' DP
4' DP4' DP
3' DP3'9" DP3'4" DP
2'11" DP6'9" DP1'DP1'11" DP
2'3"DP
2' DP2' DP3'11" DP
3'6" DP
5'9" DP 7'2" DP6'11" DP 7' DP6'6" DP 4'4" DP4'3" DP 3'7" DP 2' DP
4'10" DP 5'9" DP
4'7" DP1'11" DP1'11" DP2'6" DP5' DP1'4" DP2'6" DP2'2" DP3'1" DP2'6" DP 1'7" DP1'9" DP 1'8" DP1'6" DP1'6" DP1'7" DP 1'6" DP 1'9" DP
7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP
4'1" DP
3'6" DP
4'8" DP
12'6" DP13'6" DP11'6"DP10' DP
8'5" DP
8'11" DP8'10" DP
9' DP3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP1' DP
1'10" DP
1'11" DP
2' DP
3'1" DP3'1" DP
2'2" DP
2'8" DP2'7" DP
2'8" DP
3'6"DP
3'6" DP
3'9" DP3'10" DP4'3" DP
2'3" DP
1'7" DP
1'7" DP2'9" DP
2'1" DP1'9" DP1'6" DP
2'1" DP
2'3" DP
2'1" DP
2'3" DP
1'11" DP
1'11" DP
1'11" DP
2'5" DP
1'8" DP
2'1" DP
1'11" DP
2'5" DP
2' DP
2'4"DP
2'10" DP
2'5" DP
2' DP
2'4"DP2'5" DP5'4" DP5' DP5'5" DP4'8" DP4'DP3'7"DP2' DP
4'11" DP5'2" DP
4'6"DP3'5"DP
1'9" DP
2' DP
4' DP
1'9" DP5'7" DP
2'7"DP2'4"DP2'4" DP
2' DP
1'10" DP
2'1" DP
5'8" DP
3' DP3'9" DP3'6"DP4'11" DP6'7" DP
3'9" DP
2'2" DP
2'4" DP
5'8" DP
8'6" DP
9'11" DP
10' DP
2'DP
5'10" DP10' DP
3'8" DP3'11"DP 5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP
2' DP3'2"DP2'6" DP
1'4" DP2'1" DP
7' DP
7' DP
2'8" DP
4'11" DP6'3" DP
8' DP2'2" DP1'3"DP
2'5" DP
1'10" DP
2'3" DP
4'11" DP
3'11" DP
2'8" DP
3'6"DP
3'10" DP
2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP
3'2" DP
3'11" DP3'9" DP2'4" DP
3'3" DP
5'5"DP
4'10" DP4'4" DP
5'3" DP
4' DP1'9" DP2'8" DP
2' DP1'11" DP
4'4" DP
6' DP
5' DP2'8" DP3'8" DP3'10" DP2'8" DP2' DP
3'7" DP2'2" DP
2'4" DP3'8" DP
3' DP3' DP
3'11" DP
3'9" DP
3'7" DP
1'8" DP4' DP
5'11" DP
3' DP
1'10" DP1'2" DP1'6" DP
1'8" DP
2'3" DP
5'6" DP
2'4" DP
5'4" DP
4'8" DP5'8" DP3'11" DP6'1" DP
6'4" DP6'1" DP5'4" DP
2'4" DP1'6" DP1'4"DP1'8" DP 1'5" DP 1'1" DP1'4" DP1'3" DP1'6" DP1'8" DP1'5" DP1'5" DP1'4" DP1'5" DP1'8" DP1'7" DP2'3" DP
1'7" DP 4' DP
2'6" DP3' DP
1'5" DP
1'6" DP
1'7" DP2'2" DP2'5" DP
4' DP2'5" DP2'2" DP1'11" DP2' DP
2'1" DP
2'2" DP
1'11" DP
1'6" DP
2'4" DP
2'4" DP2'4" DP
1'8" DP
4' DP
5'4" DP4'11"DP
1'10" DP
2' DP2'8" DP2'4" DP3' DP
3'8" DP1'9" DP
4' DP4' DP 3'6" DP
5' DP
5'11" DP
6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP
2'8" DP
2'2" DP
2' DP2' DP
2'6" DP
2'2" DP
1'9" DP1' DP
3' DP
3' DP
3' DP
2'5" DP
2'6" DP
2'2" DP
2'6" DP
2'5" DP
2'7" DP
2'8" DP
2'5" DP2'7" DP
2'6" DP
2'4" DP
2'6" DP'
3'4" DP
2'9" DP
5' DP2'8" DP3' DP
2' DP
2'10" DP
4'8" DP
5' DP
5'9" DP5'10" DP
5'8" DP5'10" DP
2'8" DP
3' DP
6'9" DP6' DP
7'6" DP
2'1" DP
5'6" DP4' DP2'4" DP
2'5" DP2'5" DP2'8" DP
2'3" DP
1' DP
2'5" DP2'5" DP 1'6" DP1'5" DP
2'6" DP2'DP
4'DP4'DP
1'9" DP2'5" DP
2'DP
PSE
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"WABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
12"W
12"W
12"W
12"W
12"W
12"W
400
404
418
CONC SEAMS (TYP)
WV
WV
CO
SSMHRIM EL=25.10IE 6" DI NE=23.3IE 6" PVC SW=22.83WAT=22.9 BOT=19.4IT IS BELIEVED THIS STRUCTUREAND THE ASSOCIATED PIPES MAYBE STORM DRAIN, NOT SEWER.2 BLRDFH
3'11" DP4'11" DP
3'5" DP
5'5" DP2'6" DP1'3" DP1'11" DP3'9" DP1' DP3' DP
2' DP 4' DP3'10" DP
2'5" DP
2'3" DP2'2" DP 2'2" DP
2' DP1'11" DP
1'5" DPBROADBANDVAULT2'11" DP
5'11" DP3'8" DP
1' DP2'8" DP
2' DP
2' DP
3' DP2'3" DP 1'11" DP
3' DP 1' 11" DP
2'3" DP3'11" DP1'8" DP1'10" DP 4'11" DP
5'2" DP4'4" DP1'7" DP 1'8" DP
4'5" DP5'6" DP
3'1"DP 3'3" DP1' 8" DP3'2" DP
2'5" DP
1'9" DP1' DP
1'11" DP
1'5" DP 1'5" DP3'8" DP4'9" DP
1'4" DP
3' DP5'8" DP 5'10" DP6'2" DP5'5" DP 6' DP4' DP1'7" DP
1'9" DP3' DP
1'5" DP1'7" DP 2'8" DP2'4" DP2' DP
1'9" DP1'5" DP 1'5" DP2'6" DP1'4" DP
1'5" DP1'9" DP
2'4" DP2'4" DP2'6" DP3'10" DP
2' DP2' DP5'5"DP6'7" DP3'5" DP1'8" DP 4'2" DP2'4" DP12' DP
2'4" DP
1' DP
1' DP
6'11"
3'6"
4'8"
8'11"
1'7"
2'
3'9"
4'10"
1'1"
1'5"1'4"1'7"
1'10"
1'7"
1'11"
2'2"
1'0'11"
6'9"4'5"
1'
2'10"1'9"1'
3'
ED(TYP.)
ED(TYP.)
ED(TYP.)
ED(TYP.)
1'2"1'10"
2'9"
2'3"
2'
2'
3'3'4"1'3"4'3'2"3'4'
2'6"
2'
3'
3'
1'8"1'2"1'2"
2'7"
2'5"2'7"3'8"2'2"
1'7"
3'10"
4'1"4'9"7"
4'1"3'11"5'9"
2'1"
1'11"
1'9"
2'1"1'8"
4'3"3'9"4'7"3'11"3'7"3'11"
10"
1'9"1'7"
5"
2'1"
1'11"
9"2'4"3'1"2'11"3'3"
3'11"3'
5'2"
4'1"
4'7"2'11"2'9"1'4"1'7"
2'9"
2'1"2'7"2'11"
3'4"3'9"2'10"
2'2"
2'11"1'9"
1'5"
1'7"
1'7"1'10"
1'8"
1'7"2'11"2'1"2'2'3"1'9"
1'6"
1'8"
1'7"1'11"
2'1"
1'7"
1'6"1'6"1'2"1'4"
1'5"
2'3"
2'1"
2'7"3'1"3'1"2'3'4"3'3"1'11"3'5"2'1"2'3"
2'9"
2'1"
2'4"
1'4"1'5"1'4"1'3"1'6"1'6"1'11"1'5"2'3'10"1'3"1'6"1'4"3'9"1'5"1'11"
3'11"3'9"1'7"
3'10"4'10"4'9"
4'10"1'3"
1'8"
4'1"4'9"4'9"2'7"2'10"
4'1"6'6"5'7"2'9"1'1"
2'7"
3'4"
2'10"
2'3"1'10"8"10"
2'9"
2'6"
2'1"1'8"1'11"
2'5"2'3"
2'7"
2'11"
1'7"1'9"2'2"2'2"1'7"
4'9"
4'11"2'8"2'1"2'8"2'7"2'5"
7"1'1"1'4"2'2'1"2'9"
6'3"
5'4"
5'3"4'9"
5'7"3'10"
4'11"
5'11"
6'8"6'11"3'10"
1'6"4'1"4'2"4'7"
5'9"5'8"4'8"5'11"
3'11"
4'1"
3'9"
4'5"
2'11"3'1"
5'2"
4'11"
4'7"4'1"4'6"
4'8"4'6"5'3"4'6"4'9"4'11"
3'7"
2 WM
WV
6" TREE30' DLN
1.5' RET WALLPLANTER
1.5' RET WALLPLANTER2'10"
3'10"3'0"
4'0"4'3"4'6"4'11"5'0"
5'5"
6'0"6'3"6'6"7'0"7'2"
7'9"
8'0"8'2"8'6"10'0"
10'7"
CO
2 WV
HH
CO COCOCOCOCOCOCOCO
COCOCO
CO
CO
CO
20 40
SCALE IN FEET
01020
(1" = 20')
N
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LIN
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1
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DRAWN BY:
CHECKED BY:
APPROVED BY:
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S1-BT120-CTP101-106 FACILITY ID:
Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001
OSBORNCONSULTINGINCORPORATED
MATCHLINE:SEE DWG BT120-CTP201MATCHLINE:SEE DWG BT120-CTP203
M
A
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C
H
L
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:
R
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2
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8
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5
0
SE
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BT
1
2
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-
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1
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3
EX ROW
EX ROW
102
103
201
202
203 204
205
SW 7TH ST
RAIN
I
E
R
AVE
S
HA
R
D
I
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AV
E
S
W
SR
-
1
6
7
KEY MAP
SW GRADY
WAY
101 104
105
106
107
21
1
4
2
2 EXIST. CB NOT SHOWN IN VIEWPORT.
APPROX. LOCATION AT STA 308+25.7, 23.0' RT
2
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 08/30/2024 J. ALTCHECH 12/04/2024 08/30/2024
CIVIL
TESC PLAN
RAINER STA 204+00 TO RAINIER STA 208+50
BT120-CTP102
BT120
--------
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
1"=20'
2
2
01-20-2025 0051
RTA/CN 0205-24
Stormwater Flow Direction
Asphalt Berm
SI
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N
SW
SW SW
DR
W
18
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T
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6
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10
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18" DI
12
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12" CPP12" CPP
SS
SS
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E E E E
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FO
FO
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COMCAST
COMCAST
COMCAST
C
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PSE PSE
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=
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1
4
5'4" DP 6'8" DP 5' DP 4' DP 4' DP 3' DP 3'9" DP3'4" DP
1'10" DP1'11" DP
2' DP 3'1" DP3'1" DP 2'2" DP 2'8" DP
2'7" DP
2'8" DP
3'6"DP
3'6" DP
3'9" DP
3'10"
D
P
4'3" D
P
2'3" DP
1'7" DP1'9" DP
2' DP
4'
D
P
1'9" DP
5'
7
"
D
P
2'
7
"
DP
2'
4
"
D
P
2'4" DP
1'10" DP 2'1" DP
5'
8
"
D
P
3'
D
P
3'
9
"
D
P
3'
6
"
DP
4'11" DP6'7" DP
3'9" DP 2' DP 3'2
"DP2'
6
"
D
P
1'
4
"
D
P
2'
1
"
D
P
7'
D
P
7'
D
P
2'8
"
D
P
4'11" DP 6'3" DP 8' DP 2'2" DP
1'3"DP
1'8" DP
4' DP5'4" DP4'11"DP
1'10" DP 2' DP 2'8" DP
2'4"
D
P3' DP 3'8" DP1'9" DP 4' DP
4' DP 3'6" DP 5' DP 5'11" DP
6'9" DP
5'4" DP
7'11" D
P
6'7" DP
4'5" DP
2'8" DP
2'2" DP2' DP2' DP
2'8
"
D
P
3' DP
6'
9
"
D
P
6
'
D
P
7'
6
"
D
P
5'6" DP4' DP 2'4" DP 2'5" DP2'5" DP2'8" DP1' DP
1'9
"
D
P
2'5" DP
12"W 12"W 12"W 12"W
ABAN-WABAN-WABAN-WABAN-W
CBRI
M
=
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3
.
7
5
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7
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.
2
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L
=
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3
.
7
5
IE
6
"
C
O
N
C
N
W
=
2
2
.
4
2'
3'1
1
"
D
P
4'1
1
"
D
P
3'5
"
D
P
5'5
"
D
P
2'6
"
D
P
1'3
"
D
P
1'1
1
"
D
P
3'9
"
D
P
1'
D
P
3'
D
P
2'
D
P
4'
D
P
3'1
0
"
D
P
SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
1'7
"
2'
3'9
"
6'9"
4'5"
ED(TYP.)
2'
TH
-
1
5
3
2
1
-
P
-
A
TH
-
B
R
T
-
1
5
1
9
1
W
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D
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L
=
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4
.
3
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12
"
D
I
W
A
T
E
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TO
P
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F
P
I
P
E
=
1
9
.
6
9
S
7
T
H
S
T
S
W
7
T
H
S
T
2
4
9
+
0
0
SW 7TH ST 250+00
S
W
7
T
H
S
T
2
5
1
+
0
0
RAINIER 208+00
RAINIER 209+00 RAINIER 210+00 RAINIER 211+00 RAINIER 212+00 RAINIER 213+00 RAINIER 214+00
SW 7TH ST STA 249+99.98= RAINIER STA 212+42.13
RAINIER AVE S
S
W
7
T
H
S
T
GENERAL NOTES:
1. CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.2. PROTECT EXISTING TREES AND SHRUBS UNLESS
NOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.3. PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESS
NOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.
4. FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.5. CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITHSILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM
THE INSIDE OF THE CHAIN LINK FENCE EXCEPT ATDRIVEWAY AND SIDEWALK LOCATIONS.6. AT A MINIMUM, DISTURBED AREAS SHALL BESODDED OR SEEDED AND MULCHED TO ENSURETHAT SUFFICIENT COVER WILL DEVELOP SHORTLYAFTER FINAL APPROVAL.7. USE WSDOT STANDARD SPECIFICATIONS UNLESS
OTHERWISE NOTED.8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THENPDES CONSTRUCTION PERMIT FOR THE PROJECT.STORMWATER TREATMENT AND SAMPLING ISREQUIRED AS PART OF THE PERMIT. SEE NPDES
PERMIT WAR314062 FOR DETAILS.
KEY NOTES:
1 WHERE CURB INLETS ARE PRESENT, INSTALL INLETPROTECTION PER COR STD PLAN 216.30 AND PLACE SANDBAGS
BARRIER UPSTREAM OF CATCH BASIN PER COR STD. PLAN216.50. SEE DRAWING BT120-CTD102 AND BT120-CTD103 FORDETAILS.
2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE
DRAWING BT120-CTD102 FOR DETAILS.
4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02.
WHEN COMPOST SOCKS ARE USED ON PAVEMENT, HEAVYCONCRETE BLOCKS SHALL BE USED TO PREVENT THECOMPOST SOCK FROM MOVING DURING RAINFALL/RUNOFFEVENTS.
CONC
SIGN
DEBRIS
SIGNSIGN
SIGN
/
//
/
UT
UT
UT
UT
H
H
H
H
H
VLT
VLT
VLT VLT
VLT
VLT
HH
VLTS
VLT
BUS SHELTERTRASHBINBUSSIGN TRASHBINBUS SIGNPOWERCABINET
SW SW SW
SW
DRW DRW YIELD
BUSSIGN
BUS SHELTERTRASHBIN
YIELD
SW
SW
SW
DRW
DRW
SW
SW
DRW
SW SW
SW
SW
DRW
CONC WALL
SSMH36"Ø CONCRIM=25.17IE 8" PVC N=20.7IE 6" PVC W=20.7
SSMH36"Ø CONCRIM=27.97IE 8" VC NE=14.5IE 8" CONC S=13.9
SSMH36"Ø CONCRIM=26.49IE 18" CONC NW=12.3IE 18" CONC E=12.3IE 8" CONC S=13.0
SSMHRIM=27.27UNABLE TO OPEN
SSMH48"Ø CONCRIM=25.79IE 8" CONC NE=17.1IE 6" CONC E=18.5IE 8" DI SE=21.8IE 8" VC SW=18.2
SSMHRIM=28.40IE 8" CONC N=13.2IE 18" CONC SE=10.4IE 18" CONC NW=10.2
6" CONC
8" VC
8" CONC
18" CONC
HH
TTTETS SLHHTMHGVCO2WVFOFO2FOMHGVGVGVCOITSVLT2TS LTVLT
WV4WV
LTVLT TC SLHHLTHHCENTURYLINKVLTWV
ELECVLT
WVGVTS LTHHTS LTVLTELECVLT2 MISCMH
TS-LTVLT
GVGVSLHHHHLTHHTCHH
FOFOMH FOFOMHFOFOMHTS LTHHMW LTHHTMHICVICV
2WV TMH
GV
WVWVWV
BROADBANDVLTLTHHICVICVICVICVICVHH
WV
WV ELECVLTHHCOCOICVICV
2HHWM
ELECVLTLT HHWV
ELEC VLT2WMWV
LT HH
ELECVLT LTHHWMICV
GV
GATE CW SW
SW
YIELDFH
CONCBENCH YIELD
4' WOOD
F
N
C
USECROSSWALK
CW
SW
CON
C
B
E
N
C
H
CONC BENCHYIELDARTWORKCONC
DRW35MPH
DRW
SW
CONC SEAMS (TYP)
SW
SW
SW
DRW
DRWECOEE
E
E E
E
E
E W
E
EE
EEEE
WV
WV
3WV
WV
WV
3WV
WV
WV
WV
WV3WVWVWVWV
HH
HH HH
HH
HH
HH
HH
HHHH
HH
HH
HHHH
HH
HHHH
HHHH
HH
HH HH3HHHH
HH
HH
HHHH
HHHHHHHHHH
HH
HH
HHHH HH 2 HH HH
ELEC VLT
ELECVLT
ELEC VLT
4ELEC VLTELECVLTELECVLT
2ELEC VLT
ELECVLT
3IRRG
2IRRG
2IRRG
GV
GV
GV
WM
WMELECVLT
E
HH
2WV
HHELECVLT
HH
HH
WM
CO
GV
GV
GM
WM
WM
WM
WM WVWV
3WV
WV
WM
W VLT
2VLTS
HH
T
TSHHHH
HH
HHHH
HHTMH
VLTTS VLTHH
VLT
2" DROP 2" DROP
HH
GM
HH HH///
/
//
/
/
//
/
/
/
6' CLEF
6' TEMP CLEF
6' TEMP CLEF
6' TEMP CLEF
6' TEMPCLEF
SOUNDCOLLISIONCENTER
8' CLEF
5.5' CLEF
PP PP
PP
SIGN
LOADLIMIT
USECROSSWALK
SW
PARK &RIDE
USECROSSWALK
2' FNC GATE
//6' CLEF
5.5' CLEF
6' CLEF
BLDGEQUIP
GAZEBO
CONCELECEQUIP
SIGN ONCONC BASE
SIGN ONCONC BASE
SIGN ONCONC BASE
SIGN ONCONC BASE
SOUNDCOLLISIONCENTER
SW
SW
SW
SW SW
MAZDASIGN
SW
SW
SW
/
/
//
/
/
SIGN ONCONC BASE
SIGN ONCONC BASE
CONC BASEREMOVED LT
4 BLRD
3 BLRD
3 BLRD
2 BLRDPM
6' TEMP
C
L
E
F
6' CLEFWELCOME TOTRUCK CITY SIGN
SIGN
2 BLRD
/
/
/
///
/
/
/
//
/
////
///
/
//
/
/
//
///
3 BLRD
6' TEMP CLE
F
SIGN ONCONC BASE
BLDEQUIP
SIGN POST ONCONC BASE
6' CLEF
SIGN
PIVGATE
STORAGESHED
MISCVALV
SHELTERCANOPY
15 MPHSIGN
BLDG
BLDG BLDG
BLDG
SSMHRIM=25.21NEEDS TRAFFICCONTROLSSMHRIM=26.31NEEDS TRAFFIC CONTROL
SSMHRIM=24.31NEEDS TRAFFIC CONTROL
SSMHRIM=28.66NEEDS TRAFFIC CONTROLSSMHRIM=28.75NEEDS TRAFFIC CONTROL
SS
METAL POLE
METAL POLE
METAL POLE
////
SL
SL
FOFO
W
SD
SS
SSCOMCAST
COMCAST
COMCAST
COMCAST
COMCAST
COMCAS
T
COMCAS
T
COMCAST
COMCAST
COMCA
S
T
COMCAST
COMCAST COMCAST
COMCAST
COMC
A
S
T
COMCAST
COMCAS
T
COMCAST
COMCAS
T
COMCAST
COMCAST
COMCAS
T
COMCAST
COMCAST FO COMCAST
CENTURYLINK
CENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FOCENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FO
CENTURYL
I
N
K
F
O
PSE
2-PSE
2-PSE
3-PSE
PSE
2-PSE
2-PSE
2-PSE 2-PSE
2-PSE
2-PSE
2-PSE
2-PSE 2-PSE
PSE
PSE
PSE
PSE
PSE PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
RENTONRENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON RENTON
RENTON
RENTONRENTON
RENTON
RENTON
RENTONRENTON
WSDOT FO
WSDOT FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FOPSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
UTIL VLT
HH
HH
HH
UNKNOWN UTILITY
FOVLT
HH
HH
HHELECVAULT
HH2WM
HH
GV
IRRG
BOREHOLEGA-10EL=26.31
BOREHOLESB-1EL=27.17
BOREHOLEGA-14EL=26.36
BOREHOLEP-14EL=25.43
BOREHOLEP-12EL=25.14
BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98
MWEL=25.08 BOREHOLERW10EL=25.30
MWGWMW-3EL=26.16
BOREHOLEGA-3EL=25.97
MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06
BOREHOLESH-5EL=26.22
BOREHOLEGA-8EL=26.69
BOREHOLEGA-5EL=27.71
BOREHOLEGA-7EL=27.67
BOREHOLEGA-6EL=27.90
BOREHOLEGA12EL=26.45
BOREHOLEGA-13EL=26.06
BOREHOLEP-15EL=25.66
1'11" DP1'11" DP2'6" DP5' DP1'4" DP2'2" DP3'1" DP 1'7" DP1'9" DP 1'8" DP1'6" DP1'6" DP1'7" DP 1'6" DP 1'9" DP
7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP
4'1" DP
3'6" DP
4'8" DP
12'6" DP13'6" DP11'6"DP10' DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP1' DP
1'10" DP
1'11" DP
2' DP
3'1" DP3'1" DP
2'2" DP
2'8" DP2'7" DP
2'8" DP
3'6"DP
3'6" DP
3'9" DP3'10" DP4'3" DP
2'3" DP1'7" DP
1'7" DP2'9" DP
2'1" DP1'9" DP1'6" DP
2'1" DP
2'3" DP
2'1" DP
2'3" DP
1'11" DP
1'11" DP
1'11" DP
2'5" DP
1'8" DP
2'1" DP
1'11" DP
2'5" DP
2' DP
2'4"DP
2'10" DP
2'5" DP
2' DP
2' DP
4'11" DP5'2" DP
4'6"DP3'5"DP
1'9" DP
2' DP1'9" DP5'7" DP
2'7"DP2'4"DP2'4" DP
2' DP
1'10" DP
2'1" DP
5'8" DP
3' DP3'9" DP3'6"DP4'11" DP6'7" DP
3'9" DP
2'2" DP
2'4" DP
5'8" DP
8'6" DP
9'11" DP
10' DP
2'DP
5'10" DP10' DP
3'8" DP3'11"DP 5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP
2' DP3'2"DP2'6" DP
1'4" DP2'1" DP
7' DP
7' DP
2'8" DP
4'11" DP
6'3" DP
8' DP2'2" DP1'3"DP
2'5" DP
1'10" DP
2'3" DP
4'11" DP
3'11" DP
2'8" DP
3'6"DP
3'10" DP
2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP
3'2" DP
3'11" DP3'9" DP2'4" DP
3'3" DP
5'5"DP
4'10" DP4'4" DP
5'3" DP
1'10" DP1'2" DP1'6" DP
1'8" DP
2'3" DP
5'6" DP
4'8" DP5'8" DP3'11" DP6'1" DP
6'4" DP6'1" DP5'4" DP
4' DP
5'4" DP
4'11"DP
4' DP3'6" DP
5' DP
5'11" DP
6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP
2'8" DP
6'9" DP6' DP
7'6" DP 5'6" DP
1'9" DP2'5" DP
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"WABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
12"W
12"W
12"W
12"W
12"W
12"W
400
404
418
CONC SEAMS (TYP)
WV
WV
CO
SSMHRIM EL=25.10IE 6" DI NE=23.3IE 6" PVC SW=22.83WAT=22.9 BOT=19.4IT IS BELIEVED THIS STRUCTUREAND THE ASSOCIATED PIPES MAYBE STORM DRAIN, NOT SEWER.2 BLRDFH
HH
3'11" DP4'11" DP
3'5" DP
5'5" DP2'6" DP1'3" DP1'11" DP3'9" DP
3'10" DP
2'2" DP 2'2" DP
1'5" DPBROADBANDVAULT2'11" DP
3' DP2'3" DP 1'11" DP
1' 11" DP
2'3" DP3'11" DP
4'11" DP
5'2" DP4'4" DP1'7" DP
1' 8" DP
2'5" DP
1'11" DP 1'4" DP
1'5" DP1'7" DP 2'8" DP2'4" DP2'6" DP
5'5"DP6'7" DP
4'2" DP2'4" DP12' DP6'11"
3'6"
4'8"
8'11"
1'7"
2'
3'9"
4'10"
6'9"4'5"
ED(TYP.)
ED(TYP.)
ED(TYP.)
ED(TYP.)
2'5"2'7"3'8"2'2"
3'10"
4'1"4'9"7"
4'1"3'11"5'9"
5"
2'1"
1'11"
9"2'4"3'1"2'11"3'3"
3'11"3'
5'2"
4'1"
4'7"2'11"2'9"1'4"1'7"
2'9"
2'1"2'7"2'11"
3'4"3'9"2'10"
6'3"
5'4"
5'3"4'9"
5'7"3'10"
4'11"
5'11"
6'8"6'11"3'10"
1'6"4'1"4'2"4'7"
5'9"5'8"4'8"5'11"
3'11"
4'1"
3'9"
4'5"
2'11"3'1"
5'2"
4'11"
4'7"4'1"4'6"
4'8"4'6"5'3"4'6"4'9"4'11"
3'7"
HH
HHHHHH
ELEC VLT
2 WMELEC VLT HHHH
SLHHSOUTHRENTON
RULES ®ULATIONSLOADLIMIT
LP W / SPEEDLIMIT SIGNSLHH
HANDICAPGUIDELINES
PERMITPRKGBIKESTORAGEHANDICAPNO PARKFIRE LANE
WV
ELECPEDGROUNDROD
STOPSIGN
BUSINFO
STOPSIGN
STOPSIGNBUSINFO
HANDICAPSOUTHRENTONSOUTHRENTONSOUTHRENTON
PERMITPRKG PERMITPRKG
1.5' RET WALLPLANTER
1.5' RET WALLPLANTER
MWEL=26.43MWEL=27.18 MWEL=27.18
MWEL=27.04
MWEL=27.17
MWEL=26.07
MWEL=27.58MWEL=26.71
MWEL=26.87
MWEL=27.59 MWEL=27.00 MWEL=26.12
MWEL=26.25
MW RTN001-13EL=26.03
MWEL=26.11
MW RTN002-05EL=26.32MW RTN002-06EL=26.35
2'10"
3'10"3'0"
4'0"4'3"4'6"4'11"5'0"
5'5"
6'0"6'3"6'6"7'0"7'2"
7'9"
8'0"8'2"8'6"10'0"
10'7"
CO
2 WV
ELECVLT HH
HH
CO COCOCOCOCOCOCOCO
COCOCO
CO
CO
CO
INLET PROTECTION
SILT FENCE
CONSTRUCTION FENCE
LEGEND:
SFSF
STABILIZED CONSTRUCTION ENTRANCE
CONCRETE WASHOUT AREA
20 40
SCALE IN FEET
01020
(1" = 20')
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
TESC PLAN
RAINIER STA 208+50 TO RAINIER STA 212+42.13
BT120-CTP103
BT120
52 0
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
1"=20'
N
MA
T
C
H
L
I
N
E
:
R
A
I
N
I
E
R
S
T
A
2
0
8
+
5
0
SE
E
D
W
G
BT
1
2
0
-
C
T
P
1
0
2
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LIN
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
01
/
1
7
/
2
5
|
3
:
0
2
P
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S
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I
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C:\
P
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W
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R
K
I
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G
\
J
A
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O
B
S
_
B
&
I
\
S
A
K
S
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I
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B
O
R
N
C
O
N
S
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L
T
I
N
G
.
C
O
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\
D
0
4
3
6
1
2
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-
C
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0
1
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S1-BT120-CTP101-106 FACILITY ID:
Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001
OSBORNCONSULTINGINCORPORATED
M
A
T
C
H
L
I
N
E
S
E
E
D
W
G
B
T
1
2
0
-
C
T
P
2
0
1
4
102
103
106
201
202
203 204
205
SW 7TH ST
RAIN
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
KEY MAP
SW GRADY
WAY
101 104
105
106
107
1 1 1
12 2 1 1
01-20-2025 0052
RTA/CN 0205-24
Stormwater Flow Direction
Asphalt Berm
GENERAL NOTES:
1. CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.2. PROTECT EXISTING TREES AND SHRUBS UNLESS
NOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, AND
BT120-CSP201-205.3. PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.
4. FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.
5. CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITHSILT FENCE INSTALLED AT A 2-FOOT OFFSET FROMTHE INSIDE OF THE CHAIN LINK FENCE EXCEPT ATDRIVEWAY AND SIDEWALK LOCATIONS.
6. AT A MINIMUM, DISTURBED AREAS SHALL BESODDED OR SEEDED AND MULCHED TO ENSURETHAT SUFFICIENT COVER WILL DEVELOP SHORTLYAFTER FINAL APPROVAL.7. USE WSDOT STANDARD SPECIFICATIONS UNLESS
OTHERWISE NOTED.8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THE
NPDES CONSTRUCTION PERMIT FOR THE PROJECT.STORMWATER TREATMENT AND SAMPLING ISREQUIRED AS PART OF THE PERMIT. SEE NPDESPERMIT WAR314062 FOR DETAILS.
KEY NOTES:
1 WHERE CURB INLETS ARE PRESENT, INSTALL INLETPROTECTION PER COR STD PLAN 216.30 AND PLACE SANDBAGS
BARRIER UPSTREAM OF CATCH BASIN PER COR STD. PLAN216.50. SEE DRAWING BT120-CTD102 AND BT120-CTD103 FORDETAILS.
2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEEDRAWING BT120-CTD102 FOR DETAILS.
3 INSTALL SILT FENCE PER COR STD PLAN 214.00
7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINKFENCE WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO
INLET PROTECTION
SILT FENCE
CONSTRUCTION FENCE
LEGEND:
SFSF
STABILIZED CONSTRUCTION ENTRANCE
CONCRETE WASHOUT AREA
X
X
X
XXXXXXXXXX
X
X
X
X X
CONC
VLT
SSMH36"Ø CONC
RIM=26.49IE 18" CON
C
N
W
=
1
2
.
3IE 18" CONC
E
=
1
2
.
3IE 8" CONC
S
=
1
3
.
0
RIM=25.85
CBRIM=26.78IE 8" DI S=25.
5
WAT=25.3
B
O
T
=
2
2
.
9
CB
RIM=26.20
CB
RIM=25.90
SS
SS
SS
SS
SS
SS
SS
SS
SS
SD
1
8
"
C
O
N
C
SW
GRASS
GRASS 43" TREE
45' DLN
32" TREE
34' DLN
11" TREE
31' DLN
5" TREE12' DLN
12" TREE
28' DLN
11" TREE
28' DLN
5" TREE
11' DLN
5" TREE
11' DLN
10" STUMP
11" STUMP
11" STUMP
C
O
N
C
B
E
N
C
H
C
O
N
C
B
E
N
C
H
YIELD
A
R
T
W
O
R
K
LA
N
D
S
C
A
P
I
N
G
MULTIPLE6" TREES35' DLN
CONC SEAMS (TYP)
OE OE OE OE
OE OE OE OE
SW SWE
E
HH
HH 2 HH HH2ELEC VLT
E E E E E E E E E E E E E E E
EEE
E EEEEE
E
E E E E E E E E E
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO FO FO FO FO FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
W
W
W
W
SD SD SD SD SD
SD SD SD SD SD SD SD
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
SD
SD
SD
FO
FO
FO
OEOE
OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
CB1.6' X 2.1'
C
O
N
C
RIM EL=26.
9
IE 12" RCP
N
E
=
2
3
.
2
IE 8" DI SW
=
2
3
.
2IE 8" DI NW
=
2
3
.
6
WAT=23.2
B
O
T
=
2
2
.
0
0
CB
1.7' X 2.2'
C
O
N
C
RIM EL=26.
5
5
IE 4" CON
C
W
=
2
5
.
2
WAT=25.2
B
O
T
=
2
4
.
9
CB1.9' X 2.4 CONCRIM EL=26.10IE 8" CONC S=24.4WAT=24.7 BOT=21.8
SD
SD
CB
1.6' X 2.1'
C
O
N
C
RIM EL=26.
9IE 8" DI N
=
2
4
.
9
IE 8" DI NE
=
2
4
.
6IE 8" DI N
W
=
2
4
.
9
WAT=24.5
B
O
T
=
2
3
.
2
4" CONC
SL
FO
FO
FO
FO
FO FO
FO
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
CO
M
C
A
S
T
COMCAST
CO
M
C
A
S
T
CE
N
T
U
R
Y
L
I
N
K
F
O
CENTURYLI
N
K
F
O
2-PSE 2-PSE
PSE
2-ZAYO FO 2-ZAYO FO 2-ZAYO FO
0.5" CABLE
C
O
M
M
TOP OF C
N
D
=
2
5
.
4
5
FO
VLT
TH 40
GND EL=2
7
.
3
3
DUG 5' DID
N
O
T
F
I
N
D
TH 43
GND EL=26.
9
8
DUG 6' DID
N
O
T
F
I
N
D
TH 42GND EL=2
6
.
9
8
2-6" POWE
R
C
N
D
TOP OF CN
D
=
2
3
.
9
9
3'6" DP 5'9" DP 7'2" DP 6'11" DP 7' DP 6'6" DP 4'4" DP 4'3" DP 3'7" DP 2' DP
8
'
5
"
D
P
8
'
1
1
"
D
P
8'
1
0
"
D
P
9
'
D
P
4'DP
3'7"DP
400
W W
E E E E E TTTT
CONC SEAMS (TYP)
WV
WV
C
C
CB48"Ø CONCRIM EL=26.77IE 12" RCP W=22.4IE 8" CONC N=22.3IE 12" RCP E=22.2BOT=20.3
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SDMH
2.0' X 1.5' C
O
N
C
RIM EL=25
.
7
3
IE 8" CON
C
S
W
=
2
3
.
5
IE 8" CON
C
E
=
2
2
.
2
IE 12" RC
P
W
=
2
2
.
0
IE 12" RCP
N
=
2
2
.
0
IE 12" RC
P
S
=
2
1
.
9
WAT=21.7
B
O
T
=
2
1
.
4
SD
SD
SD
6' DP4' DP
6'11"
8'1
1
"
ED(TYP.)
4'7
"
4'1"
4'6"
4'8"4'6"
TH-15162GND=27.331" PVC POWERTOP OF CND=25.67
TH-15156-AGND=26.982-6" PVC POWERTOP OF CND=23.98
TH-15156-BGND=26.982-4" FIBER OPTICTOP OF CND=24.05
TH-15142-AGND=26.694" FIBER OPTICTOP OF CND=23.66
TH-15142-BGND=26.694" FIBER OPTICTOP OF CND=23.77
TH-15140-AGND=26.696" POWERTOP OF CND=23.64
TH-15140-BGND=26.696" POWERTOP OF CND=23.78
TH-15153GND=27.571" POWERTOP OF CND=26.50
TH-15161GND=26.286" DI WATERTOP OF PIPE=21.90
TH-375-C-
A
GND EL=27
.
2
1
4" PVC CO
M
M
TOP OF CN
D
=
2
4
.
7
4
TH-374-P
GND EL=27.
2
1
2.5" PVC PO
W
E
R
TOP OF CN
D
=
2
6
.
1
2
TH-15155-P
GND EL=2
7
.
4
8
2.5" PVC P
O
W
E
R
TOP OF C
N
D
=
2
6
.
4
4
TH-368-C-
A
GND EL=27
.
4
2
4" PVC CO
M
M
TOP OF CN
D
=
2
1
.
6
0
TH-368-C-B
GND EL=27.
4
2
4" PVC CO
M
M
TOP OF CN
D
=
2
1
.
5
0
TH-367-FO
GND EL=27.
4
5
2.5" PVC FI
B
E
R
O
P
T
I
C
TOP OF CN
D
=
2
6
.
0
9
TH-366-P
GND EL=2
7
.
4
7
2.5" PVC P
O
W
E
R
TOP OF C
N
D
=
2
6
.
2
7
TH-363-FO
GND EL=27.
5
62.5" PVC FIB
E
R
O
P
T
I
C
TOP OF C
N
D
=
2
6
.
0
2
TH-15154-S
GND EL=2
6
.
9
6
12" RCP ST
O
R
M
TOP OF PI
P
E
=
2
4
.
2
9
TH-360-C-B
GND EL=27.
5
9
4" PVC CO
M
M
TOP OF CN
D
=
2
1
.
1
5
TH-360-C-A
GND EL=27.
5
9
4" PVC CO
M
M
TOP OF CN
D
=
2
1
.
4
4
TH-359-C
GND EL=27.
5
3
2.5" PVC C
O
M
M
TOP OF CN
D
=
2
5
.
4
6
TH-358-P
GND EL=27.
4
6
2.5" PVC P
O
W
E
R
TOP OF CN
D
=
2
6
.
4
3
TH-356-P
GND EL=2
7
.
5
9
2.5" PVC P
O
W
E
R
TOP OF C
N
D
=
2
6
.
4
4
TH-402-FO
GND EL=27.
5
9
2.5" PVC PO
W
E
R
TOP OF CN
D
=
2
6
.
3
0
TH-352-P
GND EL=27.
5
92.5" PVC PO
W
E
RTOP OF CN
D
=
2
5
.
8
6
TH-351-P
GND EL=2
7
.
4
7
2" STEEL P
O
W
E
R
TOP OF C
N
D
=
2
6
.
3
1
TH-15163-
W
GND EL=27.
2
58" DI WATE
RTOP OF PIP
E
=
2
1
.
0
0
TH-15168-C
GND EL=27.
0
8
DUG 13' DI
D
N
O
T
F
I
N
D
TH-15169-C
GND EL=27.
6
8
DUG 13' DID
N
O
T
F
I
N
D
SD SD SD SD SD SD SD SD SD
TH-BRT-38
2
P
GND EL=26.
8
8
7 X 14" CABLES P
O
W
E
R
TOP OF BU
N
D
L
E
=
2
4
.
7
4
TH-BRT-37
9
C
-
A
GND EL=26.
8
2" PVC CO
M
M
TOP OF CN
D
=
2
0
.
2
6
TH-BRT-150
8
2
F
O
-
B
GND EL=26.
6
2
4" PVC UNK
N
TOP OF CN
D
=
2
1
.
4
6
TH-BRT-379
C
-
B
GND EL=26.
8
2" PVC CO
M
M
TOP OF CN
D
=
2
0
.
2
9
TH-BRT-41
0
C
GND EL=26
.
9
5
2" PVC CO
M
M
TOP OF CN
D
=
2
4
.
8
5
TH-BRT-381
F
O
GND EL=2
6
.
7
5
4" PVC CO
M
M
TOP OF C
N
D
=
2
2
.
3
6
2 WV
CB1.6' X 2.1' CONCRIM EL=25.93IE 6" PVC NW=23.8IE 6" PVC S=23.7WAT=23.7 BOT=23.3
HH
S
D
S
D
rec. no. 870
2
2
5
0
4
7
5
LIMITS OF
P
U
B
L
I
C
U
T
I
L
I
T
Y
EASEMENT
//////////////////////
S GRADY WAY
GRADY 151+00 GRADY 152+00 GRADY 153+00 GRADY 154+00 GRADY 155+00 GRADY 156+00
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
SF
CONC
CONC
CONC SIGN
DEBRIS
SIGNSIGN
SIGN
/
//
/
CONC
UT
UT
UT
UT
H
H
H
H
H
VLT
VLT
VLT VLT
VLT
VLT
HH
VLTS
VLT
BUS SHELTERTRASHBINBUSSIGN TRASHBINBUS SIGNPOWERCABINET
SW SW SW
SW
DRW DRW YIELD
BUSSIGN
BUS SHELTERTRASHBIN
YIELD
SW
SW
SW
DRW
DRW
SW
SW
DRW
SW SW
SW
SW
DRW
CONC WALL
SSMH36"Ø CONCRIM=25.17IE 8" PVC N=20.7IE 6" PVC W=20.7
SSMH36"Ø CONCRIM=27.97IE 8" VC NE=14.5IE 8" CONC S=13.9
SSMH36"Ø CONCRIM=26.49IE 18" CONC NW=12.3IE 18" CONC E=12.3IE 8" CONC S=13.0
SSMHRIM=27.27UNABLE TO OPEN
SSMH48"Ø CONCRIM=25.79IE 8" CONC NE=17.1IE 6" CONC E=18.5IE 8" DI SE=21.8IE 8" VC SW=18.2
SSMHRIM=28.40IE 8" CONC N=13.2IE 18" CONC SE=10.4IE 18" CONC NW=10.2
36" CMP
36" DI
30" CONC
30" CONC
27" CONC 27" CONC 27" CONC 24" CMP
12" CONC
4" CONC
6" DI
12" CPP
12" CPP
12" CONC
6" CONC
6" CONC
6" CONC6" PVC
12" DI
12" CONC 12" CONC
6" CONC
15" CMP
15" CMP
6" CONC
8" VC
8" CONC
18" CONC
HH
TTTETS SLHHTMHGVCO2WVFOFO2FOMHGVGVGVCOITSVLT2TS LTVLT
WV4WV
LTVLT TC SLHHLTHHCENTURYLINKVLTWV
ELECVLT
WV
GV
TS LTHH
TS LTVLTELECVLT2 MISCMH
TS-LTVLT
GVGVSLHHHHLTHHTCHH
FOFOMH FOFOMHFOFOMHTS LTHHMW LTHHTMHICVICV
2WV TMH
GV
WVWVWV
BROADBANDVLTLTHHICVICVICVICVICVHHWV
WV ELECVLT
HHCOCOICVICV
2HHWM
ELECVLTLT HHWV
ELEC VLT2WMWV
LT HH
ELECVLT LTHHWMICV
GV
GATE CW SW
SW
YIELDFH
CONCBENCH YIELD
4' WOOD
F
N
C
USECROSSWALK
CW
SWCONC BENCHCONC BENCHYIELDARTWORKCONC
DRW35MPH
DRW
SW
CONC SEAMS (TYP)
SW
SW
SW
DRW
DRW
E
COEE
E
E E
E
E
E W
E
EE
EEEE
WV
WV
3WV
WV
WV
3WV
WV
WV
WV
WV3WVWVWVWV
HH
HH HH
HH
HH
HH
HH
HHHH
HH
HH
HHHH
HH
HHHH
HHHH
HH
HH HH3HHHH
HH
HH
HHHH
HHHHHHHHHH
HH
HH
HHHH HH 2 HH HH
ELEC VLT
ELECVLT
ELEC VLT
4ELEC VLTELECVLTELECVLT
2ELEC VLT
ELECVLT
3IRRG
2IRRG
2IRRG
GV
GV
GV
WM
WMELECVLT
E
HH
2WV
HHELECVLT
HH
HH
WM
CO
GV
GV
GM
WM
WM
WM
WM WVWV
3WV
WV
WM
W VLT
2VLTS
HH
T
TSHHHH
HH
HHHH
HHTMH
VLTTS VLTHH
VLT
2" DROP 2" DROP
HH
GM
FO
FO
FOFO
FO
FO
FOFO
6" CONC
HH HH
12" RCP
///
/
//
/
/
//
/
/
/
X6' CLEF
6' TEMP CLEF
X
6' TEMP CLEF
6' TEMP CLEF
6' TEMPCLEF
SOUNDCOLLISIONCENTER
8' CLEF
X 5.5' CLEF
PP PP
PP
SIGN
LOADLIMIT
USECROSSWALK
SW
PARK &RIDE
USECROSSWALK
2' FNC GATE
//6' CLEF
5.5' CLEF
6' CLEF
BLDGEQUIP
GAZEBO
CONCELECEQUIP
SIGN ONCONC BASE
SIGN ONCONC BASE
SIGN ONCONC BASE
SIGN ONCONC BASE
SOUNDCOLLISIONCENTER
SW
SW
SW
SW SW
MAZDASIGN
SW
SW
SW
/
/
//
/
/
SIGN ONCONC BASE
SIGN ONCONC BASE
CONC BASEREMOVED LT
4 BLRD
3 BLRD
3 BLRD
2 BLRDPM
6' TEMP
C
L
E
F
6' CLEFWELCOME TOTRUCK CITY SIGN
SIGN
2 BLRD
/
/
/
///
/
/
/
//
/
////
///
/
//
/
/
//
///
3 BLRD
6' TEMP CLE
F
SIGN ONCONC BASE
BLDEQUIP
SIGN POST ONCONC BASE
6' CLEF
SIGN
PIVGATE
STORAGESHED
MISCVALV
SHELTERCANOPY
15 MPHSIGN
BLDG
BLDG BLDG
BLDG
INLETRIM EL=24.52NEEDS TRAFFIC CONTROL
CBRIM=25.13NEEDS TRAFFIC CONTROL
SSMHRIM=25.21NEEDS TRAFFICCONTROLSSMHRIM=26.31NEEDS TRAFFIC CONTROL
SSMHRIM=24.31NEEDS TRAFFIC CONTROL
SSMHRIM=28.66NEEDS TRAFFIC CONTROLSSMHRIM=28.75NEEDS TRAFFIC CONTROL
12" RCP
8" CONC 8" CONC4" CONC
30" CPP
24" CPP
18" DI
18" DI
12" CPP 12" CPP
12" CPP
SS
METAL POLE
METAL POLE
METAL POLE
////
SL
SL
FOFO
W
SD
SS
SSCOMCAST
COMCAST
COMCAST
COMCAST
COMCAST
COMCAS
T
COMCAS
T
COMCAST
COMCAST
COMCA
S
T
COMCAST
COMCAST COMCAST
COMCAST
COMC
A
S
T
COMCAST
COMCAS
T
COMCAST
COMCAS
T
COMCAST
COMCAST
COMCAS
T
COMCAST
COMCAST FO COMCAST
CENTURYLINK
CENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FOCENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FO
CENTURYL
I
N
K
F
O
PSE
2-PSE
2-PSE
3-PSE
PSE
2-PSE
2-PSE
2-PSE 2-PSE
2-PSE
2-PSE
2-PSE
2-PSE 2-PSE
PSE
PSE
PSE
PSE
PSE PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
RENTONRENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON RENTON
RENTON
RENTONRENTON
RENTON
RENTON
RENTONRENTON
WSDOT FO
WSDOT FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FOPSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
UTIL VLT
HH
HH
HH
UNKNOWN UTILITY
FOVLT
HH
HH
HHELECVAULT
HH2WM
HH
GV
IRRG
BOREHOLEGA-10EL=26.31
BOREHOLESB-1EL=27.17
BOREHOLEGA-14EL=26.36
BOREHOLEP-14EL=25.43
BOREHOLEP-12EL=25.14
BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98
MWEL=25.08 BOREHOLERW10EL=25.30
MWGWMW-3EL=26.16
BOREHOLEGA-3EL=25.97
MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06
BOREHOLESH-5EL=26.22
BOREHOLEGA-8EL=26.69
BOREHOLEGA-5EL=27.71
BOREHOLEGA-7EL=27.67
BOREHOLEGA-6EL=27.90
BOREHOLEGA12EL=26.45
BOREHOLEGA-13EL=26.06
BOREHOLEP-15EL=25.66
7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP
4'1" DP
3'6" DP
4'8" DP
12'6" DP13'6" DP11'6"DP10' DP
2'2" DP
2'8" DP2'7" DP
2'8" DP
3'6" DP
3'9" DP3'10" DP4'3" DP
2'3" DP1'7" DP
4'11" DP5'2" DP
4'6"DP3'5"DP
5'7" DP
2'7"DP2'4"DP
5'8" DP
3' DP3'9" DP3'6"DP4'11" DP6'7" DP
3'9" DP
2'2" DP
2'4" DP
5'8" DP
8'6" DP
9'11" DP
10' DP
2'DP
5'10" DP10' DP
3'8" DP3'11"DP 5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP
2' DP3'2"DP2'6" DP
1'4" DP2'1" DP
7' DP
7' DP
2'8" DP
4'11" DP
6'3" DP
8' DP2'2" DP1'3"DP
2'5" DP
1'10" DP
2'3" DP
4'11" DP
3'11" DP
2'8" DP
3'6"DP
3'10" DP
2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP
3'2" DP
3'11" DP3'9" DP2'4" DP
3'3" DP
5'5"DP
4'10" DP4'4" DP
5'3" DP
1'10" DP1'2" DP1'6" DP
1'8" DP
2'3" DP
5'6" DP
4'8" DP5'8" DP3'11" DP6'1" DP
6'4" DP6'1" DP5'4" DP
4' DP5'4" DP4'11"DP4' DP 3'6" DP
5' DP
5'11" DP
6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP
2'8" DP
6'9" DP 6' DP
7'6" DP 5'6" DP
1'9" DP2'5" DP
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"WABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
12"W
12"W
12"W
12"W
12"W
12"W
400
404
418
CONC SEAMS (TYP)
WV
WV
CO
SSMHRIM EL=25.10IE 6" DI NE=23.3IE 6" PVC SW=22.83WAT=22.9 BOT=19.4IT IS BELIEVED THIS STRUCTUREAND THE ASSOCIATED PIPES MAYBE STORM DRAIN, NOT SEWER.2 BLRDFH
2'4'
HH
4'11" DP5'5" DP2'6" DP1'3" DP1'11" DP
2'2" DP 2'2" DPBROADBANDVAULT2'11" DP
3' DP2'3" DP 1'11" DP
2'3" DP3'11" DP
4'11" DP
5'2" DP4'4" DP
5'5"DP6'7" DP
4'2" DP2'4" DP12' DP6'11"
3'6"
4'8"
8'11"
1'7"
2'
3'9"
4'10"
6'9"4'5"
ED(TYP.)
ED(TYP.)
ED(TYP.)
ED(TYP.)
2'5"2'7"3'8"2'2"
2'9"
4'2'
3'3'3'3'
3'10"
4'1"4'9"7"
4'1"3'11"5'9"
5"
2'1"
1'11"
9"2'4"3'1"2'11"3'3"
3'11"3'
5'2"
4'1"
4'7"2'11"2'9"1'4"1'7"
2'9"
2'1"2'7"2'11"
3'4"3'9"2'10"
4'9"
4'11"2'8"2'1"2'8"2'7"2'5"
7"1'1"1'4"2'2'1"2'9"
6'3"
5'4"
5'3"4'9"
5'7"3'10"
4'11"
5'11"
6'8"6'11"3'10"
1'6"4'1"4'2"4'7"
5'9"5'8"4'8"5'11"
3'11"
4'1"
3'9"
4'5"
2'11"3'1"
5'2"
4'11"
4'7"4'1"4'6"
4'8"4'6"5'3"4'6"4'9"4'11"
3'7"
4'
1'
HH
HHHHHH
ELEC VLT
2 WMELEC VLT HHHH
SLHHSOUTHRENTON
RULES ®ULATIONSLOADLIMIT
LP W / SPEEDLIMIT SIGNSLHH
HANDICAPGUIDELINES
PERMITPRKGBIKESTORAGEHANDICAPNO PARKFIRE LANE
WV
ELECPEDGROUNDROD
STOPSIGN
BUSINFO
STOPSIGN
STOPSIGNBUSINFO
HANDICAPSOUTHRENTONSOUTHRENTONSOUTHRENTON
PERMITPRKG PERMITPRKG
1.5' RET WALLPLANTER
1.5' RET WALLPLANTER
MWEL=26.43MWEL=27.18 MWEL=27.18
MWEL=27.04
MWEL=27.17
MWEL=26.07
MWEL=27.58MWEL=26.71
MWEL=26.87
MWEL=27.59 MWEL=27.00 MWEL=26.12
MWEL=26.25
MW RTN001-13EL=26.03
MWEL=26.11
MW RTN002-05EL=26.32MW RTN002-06EL=26.35
2'10"
3'10"3'0"
4'0"4'3"4'6"4'11"5'0"
5'5"
6'0"6'3"6'6"7'0"7'2"
7'9"
8'0"8'2"8'6"10'0"
10'7"
CO
2 WV
ELECVLT HH
HH
WSDO
T
L
I
M
I
T
E
D
A
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C
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SOUR
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:
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S
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B
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I
L
T
EXIST
I
N
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B
A
T
L
A
N
E
CO COCOCOCOCOCOCOCO
COCOCO
CO
CO
CO
20 40
SCALE IN FEET
01020
(1" = 20')
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
TESC PLAN
GRADY STA 151+00 TO GRADY STA 156+50
BT120-CTP104
BT120
53 0
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
1"=20'
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SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
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102
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201
202
203 204
205
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WAY
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105
KEY MAP
106
107
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Asphalt Berm
X XUT
VLT
IE 6" DI W=2
6
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0
WAT=26.4
B
O
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=
2
4
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5
WAT=20.6 B
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1
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2.2' X 1.9' C
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CRIM=24.95IE 12" CONC
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=
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WAT=21.5
B
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SW
T T T T T T T T T T T E
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TS
HH
HH
HH
HHHH
HH
TMH
VLT
TS VLT
HH VLT
HH
E
EEEEEEEEEEE
E
E
E E E
E E E E
FO FO FO
FO
FO
FO
FO
FO FO FO FO FO FO FO
FO
FO
FO FO FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO
FO
FO
FO
FO
FO FO
FO
FO
FO
FO
FO
FO
SDSDSDSD
SD SD SD
SD SD SD SD SD
SD
SD
SD
SD
SD
FO
FO
FO
HH HH
12
"
R
C
P
/////////////////
/
/
/
/
/
/
/
//
/
X
X
X
X
X
X
X
X
LOAD
LIMIT
USE
CROSSWA
L
K
SW
PARK &
RIDEUSE
CROSSWA
L
K
X X X
X2' FNC GATE
/
/
///////
6' CLE
F
LANDSCAPI
N
G
LANDS
C
A
P
I
N
G
SW
MAZDA
SIGN
GRASS
SW
SW
SW
///////////
/
/
/
//////////////
/
//
SHELTER
CANOPY
CB
2.2' X 1.9'
C
O
N
C
RIM EL=25.
0
2IE 12" RCP
E
=
2
1
.
8
WAT=21.9
B
O
T
=
2
0
.
4
CB
1.9' X 2.2'
C
O
N
C
RIM EL=24
.
2
3
IE 8" CON
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=
2
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5
IE 8" CPP S
=
2
2
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6
CB
1.9' X 2.2'
C
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RIM EL=24.
6
8
IE 12" RC
P
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=
2
1
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1
IE 12" RCP
W
=
2
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0
WAT=21.
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B
O
T
=
1
9
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8
CB1.9' X 2.2' C
O
N
C
RIM EL=25.
3
3
IE 8" CONC
E
=
2
3
.
8
WAT=23.4 B
O
T
=
2
2
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8
SD
SD
SD
SD
SD
SD
SDMH
RIM=15.02
NEEDS TR
A
F
F
I
C
C
O
N
T
R
O
L
CB
RIM=25.13
NEEDS TR
A
F
F
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C
O
N
T
R
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12" RCP
8" CONC
8" CONC
SL
FO
FO
FO
FO FO
FO FO
FO FO
FO FO
SS
CENTURYLINK FO
CENTURYLINK FO
2-PSE
2-PSE 2-PSE
2-PSE
2-ZAYO FO 2-ZAYO FO
2-ZAYO
F
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TOP CENT
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R
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F
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2
4
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7
3
TH SRTC-3
7
GND=26.13
DNF W
TH SRTC-37
A
GND=26.17
DNF W
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7'11" DP11' DP
4'9" DP
4'9" DP
13'6" DP
6'3" DP
5'8" DP
12'6" DP13'6" DP11'6"DP
10' DP
4'8" DP5'8" DP3'11" DP6'1" DP6'4" DP6'1" DP5'4" DP
TTTTTT E
SD SD
SDHH
5'5"
DP
6'7" DP
4'2" DP
2'4" DP
12' DP
ED(TYP.)
5'3"4'6"4'9"
4'1
1
"
3'7
"
MW
EL=26.43
TH-342
GND=26.43
DUG 5' DID
N
O
T
F
I
N
D
TH-15072
GND=26.29
DUG 40" DI
D
N
O
T
F
I
N
D
TH-15070
GND=26.06
DUG 50" DI
D
N
O
T
F
I
N
D
TH-15069
GND=26.17DUG 27" DI
D
N
O
T
F
I
N
D
TH-15173-
P
GND EL=26
.
5
8
4" PVC PO
W
E
R
TOP OF CN
D
=
2
3
.
2
6
TH-345-P
GND EL=26.
0
8TOP OF CDF
=
2
4
.
9
3
WIDTH OF
C
D
F
=
4
'
TH-343-P
GND EL=26.
2
62" PVC PO
W
E
RTOP OF CN
D
=
2
4
.
6
9
TH-395-FO
GND EL=26.
4
6
2" PVC FIB
E
R
O
P
T
I
C
TOP OF CN
D
=
2
5
.
0
3
TH-394-P
GND EL=26
.
2
2
2" PVC PO
W
E
R
TOP OF CN
D
=
2
5
.
5
0
SD SD
CB1.8' X 2.1' C
O
N
C
RIM EL=24.2IE 12" RCP
N
E
=
2
1
.
1IE 12" RCP S
W
=
2
0
.
9IE 12" RCP
N
W
=
2
1
.
2
0
WAT=21.10
B
O
T
=
1
9
.
5
WOOD RE
A
C
H
E
D
AT 30" DID
N
O
T
F
I
N
D
TH-BRT-151
7
5
P
GND EL=25.
4
2
4" PVC PO
W
E
R
TOP OF CN
D
=
2
3
.
8
5
TH-BRT-15
1
7
6
F
O
GND EL=25
.
3
7
3" PVC CO
M
M
TOP OF CN
D
=
2
3
.
7
3
TH-BRT-39
6
P
GND EL=25.
6
0
DUG 4' DID
N
O
T
F
I
N
D
TH-BRT-15
1
7
7
P
GND EL=25
.
6
1
DUG TWO
H
O
L
E
S
AT 3.5' DID
N
O
T
F
I
N
D
TH-BRT-150
8
2
-
A
GND EL=26.
6
22 X 2" PVC
C
O
M
MTOP OF CN
D
=
2
4
.
0
6
TH-BRT-390
P
-
A
GND EL=2
6
.
5
5
1" PVC PO
W
E
R
TOP OF C
N
D
=
2
3
.
9
1
TH-BRT-39
0
P
-
B
GND EL=26.
5
5
6 X 14" CABLES P
O
W
E
RTOP OF BU
N
D
L
E
=
2
3
.
6
1
TH-BRT-388
F
O
GND EL=26.
5
6
2" PVC CO
M
M
TOP OF CN
D
=
2
5
.
0
1
TH-BRT-38
7
P
GND EL=26
.
5
4
DUG 5'
DID NOT FI
N
D
TH-BRT-39
2
P
GND EL=26.
2
9
DUG 5'
DID NOT FI
N
D
TH-BRT-381
F
O
GND EL=26.
7
5
4" PVC CO
M
M
TOP OF CN
D
=
2
2
.
3
6
HH
CB1.6' X 2.1' CONCRIM EL=25.90IE 6" CONC NE=22.9IE 6" CONC W=22.8IE 6" CONC E=22.8WAT=23.0 BOT=22.0
CB1.6' X 2.1' CONCRIM EL=25.77IE 4" PVC W=24.5WAT=24.4 BOT=23.4
CB1.6' X 2.1' CONCRIM EL=25.93IE 6" PVC NW=23.8IE 6" PVC S=23.7WAT=23.7 BOT=23.3
REC NO. 91
0
3
1
1
0
8
4
3
15' PUBLIC
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
REC NO. 74
0
7
3
0
0
4
7
6
ELECTRIC T
R
A
N
S
M
I
S
S
I
O
N
/
DISTRIBUTI
O
N
E
A
S
E
M
E
N
T
O
V
E
R
PARCEL D
REC NO. 74
0
7
3
0
0
4
7
6
ELECTRIC
T
R
A
N
S
M
I
S
S
I
O
N
/
DISTRIBUT
I
O
N
E
A
S
E
M
E
N
T
O
V
E
R
PARCEL C
20' PUBLIC U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
APPROX C
E
N
T
E
R
L
I
N
E
O
F
E
S
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REC NO 292
4
6
1
7
,
T
O
P
S
P
&
L
.
POWER PO
L
E
S
T
O
B
E
S
E
T
"NEAR" THI
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L
I
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E
,
B
E
I
N
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T
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PROJECTE
D
W
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SHATTOCK
A
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.
N
O
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S
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WIDTH PR
O
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I
D
E
D
I
N
T
H
E
LINE STRU
C
T
U
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E
S
.
REC NO. 86
0
3
0
2
0
0
3
7
9
,
OVERHEA
D
P
O
W
E
R
E
S
M
T
T
O
SEATTLE CI
T
Y
L
I
G
H
T
S GRADY WAY
LAKE 399+48
LAKE 400+00
LAKE
4
0
1
+
0
0
GRADY 160+46GRADY 157+00 GRADY 158+00 GRADY 159+00 GRADY 160+00
LAKE STA 400+00.05= GRADY STA 158+70.91
RAILAKDW 722+12
RAILAKDW
7
1
9
+
0
0
RAILAKDW 72
0
+
0
0
RAILAKD
W
7
2
1
+
0
0
RAILAKDW STA 722+12.21= LAKE STA 401+91.32
LAKE
A
V
E
S
SF SF SF SF SF SF SF
SF
SF
SF
SF
1.
5
0
GENERAL NOTES:
1. CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.2. PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATION
PLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.
3. PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4. FOR DRAINAGE PLANS, SEE DRAWINGS
BT120-CDP101-106, AND BT120-CDP201-205.5. CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITHSILT FENCE INSTALLED AT A 2-FOOT OFFSET FROMTHE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT
DRIVEWAY AND SIDEWALK LOCATIONS.6. AT A MINIMUM, DISTURBED AREAS SHALL BE
SODDED OR SEEDED AND MULCHED TO ENSURETHAT SUFFICIENT COVER WILL DEVELOP SHORTLYAFTER FINAL APPROVAL.7. USE WSDOT STANDARD SPECIFICATIONS UNLESSOTHERWISE NOTED.
8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THENPDES CONSTRUCTION PERMIT FOR THE PROJECT.STORMWATER TREATMENT AND SAMPLING ISREQUIRED AS PART OF THE PERMIT. SEE NPDESPERMIT WAR314062 FOR DETAILS.
KEY NOTES:
2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEEDRAWING BT120-CTD102 FOR DETAILS.
3 INSTALL SILT FENCE PER COR STD PLAN 214.00
7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK
FENCE WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO.
9 CONSTRUCTION RUNOFF TO BE CONVEYED TO A CONTRACTORDESIGNED STORAGE/TREATMENT SYSTEM, WHICH MAYINCLUDE TEMPORARY SURFACE WATER DETENTION VAULT AND
TEMPORARY SEDIMENT POND/TANKS. TEMPORARY DITCHESMAY BE MOSTLY USED DUE TO SITE TOPOGRAPHY, BUT
TEMPORARY CATCH BASINS AND STORM DRAINS MAY BE ADDEDWHERE NECESSARY. DISCHARGE TO NEAREST PERMITTEDDISCHARGE LOCATION WHEN STORMWATER MEETS PROJECTPERMIT REQUIREMENTS. NOTE THAT THESE TESC MEASURESWILL BE COVERED WITHIN THE CONTRACTOR'S MEANS AND
METHODS AND THE CONTRACTOR WILL EMPLOY THEAPPROPRIATE METHODOLOGY BASED ON SITE STAGING ANDPROVIDE UPDATES TO THE SWPPP AS REQUIRED.
POTENTIAL TEMPORARY SEDIMENT STORAGE TANKS AND
INLET PROTECTION
SILT FENCE
COMPOST SOCK
CONSTRUCTION FENCE
LEGEND:
SFSF
STABILIZED CONSTRUCTION ENTRANCE
CONCRETE WASHOUT AREA
CONC
CONC
CONC SIGN
DEBRIS
SIGNSIGN
SIGN
/
//
/
CONC
UT
UT
UT
UT
H
H
H
H
H
VLT
VLT
VLT
VLT
VLT
HH
VLTS
VLT
BUS SHELTERTRASHBINBUSSIGN TRASHBINSW SW SW
SW
DRW DRW18" TREE±46' DLN YIELD
10" TREE±8' DLN10" TREE±10' DLN
6" TREE±12' DLN
4" TREE±22' DLN
BUSSIGN6" TREE±10' DLN
BUS SHELTERTRASHBIN
YIELD
6" TREE±16' DLN
6" TREE±18' DLN
6" TREE±12' DLN
8" TREE±14' DLN
8" TREE±20' DLN6" TREE±14' DLN
6" TREE±14' DLN
6" TREE±14' DLN
6" TREE±14' DLN
SW
SW
SW
DRW
DRW
SW
SW
DRW
SW SW
SW
SW
DRW
CONC WALL
SSMH36"Ø CONCRIM=25.17IE 8" PVC N=20.7IE 6" PVC W=20.7
SSMH36"Ø CONCRIM=27.97IE 8" VC NE=14.5IE 8" CONC S=13.9
SSMH36"Ø CONCRIM=26.49IE 18" CONC NW=12.3IE 18" CONC E=12.3IE 8" CONC S=13.0
SSMHRIM=27.27UNABLE TO OPEN
SSMH48"Ø CONCRIM=25.79IE 8" CONC NE=17.1IE 6" CONC E=18.5IE 8" DI SE=21.8IE 8" VC SW=18.2
SSMHRIM=28.40IE 8" CONC N=13.2IE 18" CONC SE=10.4IE 18" CONC NW=10.2
36" CMP
36" DI
30" CONC
30" CONC
27" CONC 27" CONC 27" CONC 24" CMP
12" CONC
4" CONC
6" DI
12" CPP
12" CPP
12" CONC
6" CONC
6" CONC
6" CONC6" PVC
12" DI
12" CONC 12" CONC
6" CONC
15" CMP
15" CMP
6" CONC
8" VC
8" CONC
18" CONC
TTTETMHGVCO2WVFOFOGVGVGVCO
WV4WV
WVWVGV2 MISCMH
GVGV
FO FOFOMW TMHICVICV
2WV TMH
GV
WVWVWVICVICVICVICVICV
WV
WV
COCOICVICV
WM
WV
2WMWV
WMICV
GV
GATE CW SW
SW
YIELDFH
CONCBENCH YIELD
9" TREE10' DLN 6" TREE8' DLN8" TREE9' DLN
11" TREE10' DLN
11" TREE27' DLN14" TREE24' DLN10" TREE20' DLN14" TREE23' DLN14" TREE25' DLN
14" TREE25' DLN
GRASS
GRASS 4' WOOD
F
N
C
USECROSSWALK
CW
SW GRASS
GRASS
37" TREE40' DLN
43" TREE45' DLN32" TREE34' DLN11" TREE31' DLN
5" TREE12' DLN12" TREE28' DLN 11" TREE28' DLN 5" TREE11' DLN5" TREE11' DLN
10" STUMP
11" STUMP 11" STUMP
CON
C
B
E
N
C
H
CONC BENCHYIELDARTWORKLANDSCAPINGCONC
DRW35MPH
5" TREE8' DLN
5" TREE11' DLN
5" TREE11' DLN
6" TREE12' DLN
5" TREE11' DLN
5" TREE13' DLN 6" TREE12' DLN6" TREE13' DLN
DRW
5" TREE15' DLN
6" TREE14' DLN
8" TREE16' DLN
5" TREE12' DLN
LANDSCAP
I
N
G
6" TREE14' DLN
SW
MULTIPLE6" TREES35' DLN
5" TREE8' DLN
5" TREE11' DLN
CONC SEAMS (TYP)
LANDSCAPIN
G
SW
SW
SW
LANDSCAPIN
G
DRW
DRW
GRASSECOEE
E
E E
E
E
E W
E
EE
EEEE
WV
WV
3WV
WV
WV
3WV
WV
WV
WV
WV3WVWVWVWV3IRRG
2IRRG
2IRRG
GV
GV
GV
WM
WM
E
2WV
WM
CO
GV
GV
GM
WM
WM
WM
WM WVWV
3WV
WV
WM
W VLT
2VLTS
HH
TTMH
GM
FO
FO
FOFO
FO
FO
FOFO
6" CONC
12" RCP
///
/
//
/
/
//
/
/
/
X6' CLEF
6' TEMP CLEF
X
6' TEMP CLEF
6' TEMP CLEF
6' TEMPCLEF
SOUNDCOLLISIONCENTER
8' CLEF
X 5.5' CLEF SIGN4" TREE10' DLN
LOADLIMIT
USECROSSWALK
SW
PARK &RIDE
USECROSSWALK
2' FNC GATE
//6' CLEF
5.5' CLEF
6' CLEF
BLDGEQUIP
GAZEBO
CONC
SIGN ONCONC BASE
SIGN ONCONC BASE
SIGN ONCONC BASE
SIGN ONCONC BASE
SOUNDCOLLISIONCENTER
LANDSCAP
I
N
G
LANDSC
A
P
I
N
G
LANDSCAPING
LANDSCAPING
LANDSCA
P
I
N
G
2 11" TREES32' DLN
MULTIPLE5-7" TREES20' DLN
SW
SW
SW
SW SWLANDSCAPING
MAZDASIGN
GRASS
SW
SW
SW
/
/
//
/
/
SIGN ONCONC BASE
SIGN ONCONC BASE
5" TREE8' DLN4" TREE7' DLN
CONC BASEREMOVED LT
4 BLRD
3 BLRD
3 BLRD
2 BLRD
6' TEMP
C
L
E
F
6' CLEFWELCOME TOTRUCK CITY SIGN
SIGN
2 BLRD
3 BLRD
6' TEMP CLE
F
SIGN ONCONC BASE SIGN POST ONCONC BASE
6' CLEF
SIGN
PIVGATE
STORAGESHED
MISCVALV
SHELTERCANOPY
15 MPHSIGN
BLDG
BLDG BLDG
BLDG
INLETRIM EL=24.52NEEDS TRAFFIC CONTROL
CBRIM=25.13NEEDS TRAFFIC CONTROL
SSMHRIM=25.21NEEDS TRAFFICCONTROLSSMHRIM=26.31NEEDS TRAFFIC CONTROL
SSMHRIM=24.31NEEDS TRAFFIC CONTROL
SSMHRIM=28.66NEEDS TRAFFIC CONTROLSSMHRIM=28.75NEEDS TRAFFIC CONTROL
12" RCP
8" CONC 8" CONC4" CONC
30" CPP
24" CPP
18" DI
18" DI
12" CPP 12" CPP
12" CPP
SS
METAL POLE
METAL POLE
METAL POLE
////
SL
SL
FOFO
W
SD
SSCOMCAST
COMCAST
COMCAST
COMCAST
COMCAST
COMCAS
T
COMCAS
T
COMCAST
COMCAST
COMCA
S
T
COMCAST
COMCAST COMCAST
COMCAST
COMC
A
S
T
COMCAST
COMCAS
T
COMCAST
COMCAS
T
COMCAST
COMCAST
COMCAS
T
COMCAST
COMCAST FO COMCAST
CENTURYLINK
CENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FOCENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FO
CENTURYL
I
N
K
F
O
PSE
2-PSE
2-PSE
3-PSE
PSE
2-PSE
2-PSE
2-PSE 2-PSE
2-PSE
2-PSE
2-PSE
2-PSE 2-PSE
PSE
PSE
PSE
PSE
PSE PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
RENTONRENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON RENTON
RENTON
RENTONRENTON
RENTON
RENTON
RENTONRENTON
WSDOT FO
WSDOT FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FOPSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
FOVLT
2WM
HH
GV
IRRG
BOREHOLEGA-10EL=26.31
BOREHOLESB-1EL=27.17
BOREHOLEGA-14EL=26.36
BOREHOLEP-14EL=25.43
BOREHOLEP-12EL=25.14
BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98
MWEL=25.08 BOREHOLERW10EL=25.30
MWGWMW-3EL=26.16
BOREHOLEGA-3EL=25.97
MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06
BOREHOLESH-5EL=26.22
BOREHOLEGA-8EL=26.69
BOREHOLEGA-5EL=27.71
BOREHOLEGA-7EL=27.67
BOREHOLEGA-6EL=27.90
BOREHOLEGA12EL=26.45
BOREHOLEGA-13EL=26.06
BOREHOLEP-15EL=25.66
5'4" DP6'8" DP5' DP
4' DP4' DP
3' DP3'9" DP3'4" DP
2'11" DP6'9" DP1'DP1'11" DP
2'3"DP
2' DP2' DP3'11" DP
3'6" DP
5'9" DP 7'2" DP6'11" DP 7' DP6'6" DP 4'4" DP4'3" DP 3'7" DP 2' DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP
4'1" DP
3'6" DP
4'8" DP
12'6" DP13'6" DP11'6"DP10' DP
8'5" DP
8'11" DP8'10" DP
9' DP
2'2" DP
2'8" DP2'7" DP
2'8" DP
3'6" DP
3'9" DP3'10" DP4'3" DP
2'3" DP1'7" DP
5'4" DP4'DP3'7"DP
4'11" DP5'2" DP
4'6"DP3'5"DP
5'7" DP
2'7"DP2'4"DP
5'8" DP
3' DP3'9" DP3'6"DP4'11" DP6'7" DP
3'9" DP
2'2" DP
2'4" DP
5'8" DP
8'6" DP
9'11" DP
10' DP
2'DP
5'10" DP10' DP
3'8" DP3'11"DP 5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP
2' DP3'2"DP2'6" DP
1'4" DP2'1" DP
7' DP
7' DP
2'8" DP
4'11" DP
6'3" DP
8' DP2'2" DP1'3"DP
2'5" DP
1'10" DP
2'3" DP
4'11" DP
3'11" DP
2'8" DP
3'6"DP
3'10" DP
2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP
3'2" DP
3'11" DP3'9" DP2'4" DP
3'3" DP
5'5"DP
4'10" DP4'4" DP
5'3" DP
1'10" DP1'2" DP1'6" DP
1'8" DP
2'3" DP
5'6" DP
4'8" DP5'8" DP3'11" DP6'1" DP
6'4" DP6'1" DP5'4" DP
4' DP
5'4" DP
4'11"DP
4' DP3'6" DP
5' DP
5'11" DP
6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP
2'8" DP
6'9" DP6' DP
7'6" DP 5'6" DP
1'9" DP2'5" DP
2'DP
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"WABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
12"W
12"W
12"W
12"W
12"W
12"W
400
404
418
CONC SEAMS (TYP)
WV
WV
CO
SSMHRIM EL=25.10IE 6" DI NE=23.3IE 6" PVC SW=22.83WAT=22.9 BOT=19.4IT IS BELIEVED THIS STRUCTUREAND THE ASSOCIATED PIPES MAYBE STORM DRAIN, NOT SEWER.2 BLRDFH
2'4'
4'11" DP5'5" DP2'6" DP1'3" DP1'11" DP
2'2" DP 2'2" DPBROADBANDVAULT2'11" DP
3' DP2'3" DP 1'11" DP
2'3" DP3'11" DP
4'11" DP
5'2" DP4'4" DP
4'5" DP5'6" DP
6' DP4' DP 5'5"DP6'7" DP
4'2" DP2'4" DP12' DP6'11"
3'6"
4'8"
8'11"
1'7"
2'
3'9"
4'10"
6'9"4'5"
ED(TYP.)
ED(TYP.)
ED(TYP.)
ED(TYP.)
2'5"2'7"3'8"2'2"
2'9"
4'2'
3'3'3'3'
3'10"
4'1"4'9"7"
4'1"3'11"5'9"
5"
2'1"
1'11"
9"2'4"3'1"2'11"3'3"
3'11"3'
5'2"
4'1"
4'7"2'11"2'9"1'4"1'7"
2'9"
2'1"2'7"2'11"
3'4"3'9"2'10"
4'9"
4'11"2'8"2'1"2'8"2'7"2'5"
7"1'1"1'4"2'2'1"2'9"
6'3"
5'4"
5'3"4'9"
5'7"3'10"
4'11"
5'11"
6'8"6'11"3'10"
1'6"4'1"4'2"4'7"
5'9"5'8"4'8"5'11"
3'11"
4'1"
3'9"
4'5"
2'11"3'1"
5'2"
4'11"
4'7"4'1"4'6"
4'8"4'6"5'3"4'6"4'9"4'11"
3'7"
4'
1'
8" TREE20' DLN8" TREE15' DLN 10" TREE20' DLN 6" TREE10' DLN
8" TREE20' DLN
8" TREE20' DLN 12" TREE20' DLN
2 WM 8" TREE20' DLN6" TREE20' DLN8" TREE20' DLN
10" TREE20' DLN 12" TREE25' DLN8" TREE20' DLN
SOUTHRENTON
RULES ®ULATIONSLOADLIMIT
LP W / SPEEDLIMIT SIGN
HANDICAPGUIDELINES
PERMITPRKGBIKESTORAGEHANDICAPNO PARKFIRE LANE
WV
STOPSIGN
BUSINFO
STOPSIGN
STOPSIGNBUSINFO6" TREE30' DLN
HANDICAP
BUS STOPCANOPY
BUS STOPCANOPY
SOUTHRENTON SOUTHRENTONSOUTHRENTON
PERMITPRKG PERMITPRKG
1.5' RET WALLPLANTER
1.5' RET WALLPLANTER
MWEL=26.43MWEL=27.18 MWEL=27.18
MWEL=27.04
MWEL=27.17
MWEL=26.07
MWEL=27.58MWEL=26.71
MWEL=26.87
MWEL=27.59 MWEL=27.00 MWEL=26.12
MWEL=26.25
MW RTN001-13EL=26.03
MWEL=26.11
MW RTN002-05EL=26.32MW RTN002-06EL=26.35
2'10"
3'10"3'0"
4'0"4'3"4'6"4'11"5'0"
5'5"
6'0"6'3"6'6"7'0"7'2"
7'9"
8'0"8'2"8'6"10'0"
10'7"
CO
2 WV
HH
CO COCOCOCOCOCOCOCO
COCOCO
CO
CO
CO
KEY NOTES:
10 POTENTIAL TEMPORARY SEDIMENT STORAGE TANKS AND
STORMWATER TREATMENT SYSTEM SET-UP AREA.CONTRACTOR TO FIELD LOCATE AS NECESSARY, USE THISSYSTEM PRIOR TO WATER QUALITY FACILITY CONSTRUCTIONOR IN CONJUNCTION WITH TEMPORARY SURFACE WATERDETENTION VAULT TO MEET THE SITE FLOW AND WATER
QUALITY PERMIT DISCHARGE REQUIREMENTS. CONTRACTORSHALL DETERMINE NUMBER OF TANKS REQUIRED BASED ON
STAGING. SEE CONSTRUCTION STORMWATER VOLUMES ANDFLOW RATES TABLE ON DRAWING BT120-CTN-101.
20 40
SCALE IN FEET
01020
(1" = 20')
N
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MATCHLINE: LAKE STA 401+50SEE DWG BT120-CTP106
MATCHL
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SEE DW
G
BT120-C
T
P
2
0
4
2
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
TESC PLAN
GRADY STA 156+50 TO GRADY STA 160+46.15
BT120-CTP105
BT120
54 0
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
1"=20'
3
10
3
2
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LIN
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
01
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S1-BT120-CTP101-106 FACILITY ID:
Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001
OSBORNCONSULTINGINCORPORATED
102
103
106
201
202
203 204
205
SW 7TH ST
RAIN
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
SW GRADY
WAY
101 104
105
KEY MAP
106
107
7
3
7
2
9
01-20-2025 0054
RTA/CN 0205-24
Stormwater Flow Direction
GENERAL NOTES:
1. CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL
(TESC), AS NEEDED.2. PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.
3. PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESS
NOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4. FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.5. CLEARING LIMITS IN LANDSCAPING AREAS WITHIN
THE PROJECT LIMITS SHALL BE DELINEATED WITHSILT FENCE INSTALLED AT A 2-FOOT OFFSET FROMTHE INSIDE OF THE CHAIN LINK FENCE EXCEPT ATDRIVEWAY AND SIDEWALK LOCATIONS.6. AT A MINIMUM, DISTURBED AREAS SHALL BE
SODDED OR SEEDED AND MULCHED TO ENSURETHAT SUFFICIENT COVER WILL DEVELOP SHORTLY
AFTER FINAL APPROVAL.7. USE WSDOT STANDARD SPECIFICATIONS UNLESSOTHERWISE NOTED.8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THE
NPDES CONSTRUCTION PERMIT FOR THE PROJECT.STORMWATER TREATMENT AND SAMPLING ISREQUIRED AS PART OF THE PERMIT. SEE NPDESPERMIT WAR314062 FOR DETAILS.
KEY NOTES:
2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEEDRAWING BT120-CTD102 FOR DETAILS.
3 INSTALL SILT FENCE PER COR STD PLAN 214.00
4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02.WHEN COMPOST SOCKS ARE USED ON PAVEMENT, HEAVY
CONCRETE BLOCKS SHALL BE USED TO PREVENT THECOMPOST SOCK FROM MOVING DURING RAINFALL/RUNOFFEVENTS.
7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK
FENCE WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO.
INLET PROTECTION
SILT FENCE
CONSTRUCTION FENCE
LEGEND:
SFSF
STABILIZED CONSTRUCTION ENTRANCE
CONCRETE WASHOUT AREA
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1'
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2'9"
2'3"
3'
3'4
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1'3
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4'2'6"
2'
3'
2'5
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2'
7
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3'8
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2'2"
1'7"
HH
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^
^
^
^
^
^
^
F
F
F
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C
C
LAKE AVE S
N T
C
5
1
8
+
7
5
N T
C
5
1
8
+
0
0
LA
K
E
A
V
E
S
SF
1.50
SF SF
CONC
CONC
CONC SIGN
SIGNSIGN
SIGN
/
//
/
CONC
UT
UT
UT
UT
H
H
H
H
H
VLT
VLT
VLT
VLT
VLT
HH
VLTS
VLT
BUS SHELTER
DRW DRW
BUS SHELTER
DRW
DRW
DRW
DRW TTTTMHGV2WVGVGVGVWV4WV
WVWVGV2 MISCMH
GVGV
MW TMH2WV TMH
GV
WVWVWV
WV
WV
WM
WV
2WMWV
WM
GV
GATE
FH
4' WOOD
F
N
C
DRW
DRW
CONC SEAMS (TYP)
DRW
CO
WV
WV
3WV
WV
WV
3WV
WV
WV
WV
WV3WVWVWVWV3IRRG
2IRRG
2IRRG
GV
GV
GV
WM
WM
2WV
WM
CO
GV
GV
GM
WM
WM
WM
WM WVWV
3WV
WV
WM
W VLT
2VLTS
HH
TTMH
GM
6' CLEF
6' TEMP CLEF
6' TEMP CLEF
6' TEMP CLEF
6' TEMPCLEF
8' CLEF
5.5' CLEF
2' FNC GATE
6' CLEF
5.5' CLEF
6' CLEF
GAZEBO
CONC
4 BLRD
3 BLRD
3 BLRD
2 BLRD
6' TEMP
C
L
E
F
6' CLEF
2 BLRD
3 BLRD
6' TEMP CLE
F
6' CLEF
PIVGATE
MISCVALV
SHELTERCANOPYBLDG
BLDG BLDG
BLDG
SS
METAL POLE
METAL POLE
METAL POLE
////
SL
SL
FOFO
W
SD
SS
SSCOMCAST
COMCAST
COMCAST
COMCAST
COMCAST
COMCAS
T
COMCAST
COMCAST
COMCAST
COMCA
S
T
COMCAST
COMCAST COMCAST
COMCAST
COMCA
S
T
COMCAST
COMCAS
T
COMCAST
COMCAS
T
COMCAST
COMCAST
COMCAST
COMCAST
COMCAST FO COMCAST
CENTURYLINK
CENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FOCENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FO
CENTURYL
I
N
K
F
O
PSE
2-PSE
2-PSE
3-PSE
PSE
2-PSE
2-PSE
2-PSE 2-PSE
2-PSE
2-PSE
2-PSE
2-PSE 2-PSE
PSE
PSE
PSE
PSE
PSE PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
RENTONRENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON RENTON
RENTON
RENTONRENTON
RENTON
RENTON
RENTONRENTON
WSDOT FO
WSDOT FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FOPSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GASPSE GAS
FOVLT
2WM
HH
GV
IRRG
BOREHOLEGA-10EL=26.31
BOREHOLESB-1EL=27.17
BOREHOLEGA-14EL=26.36
BOREHOLEP-14EL=25.43
BOREHOLEP-12EL=25.14
BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98
MWEL=25.08 BOREHOLERW10EL=25.30
MWGWMW-3EL=26.16
BOREHOLEGA-3EL=25.97
MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06
BOREHOLESH-5EL=26.22
BOREHOLEGA-8EL=26.69
BOREHOLEGA-5EL=27.71
BOREHOLEGA-7EL=27.67
BOREHOLEGA-6EL=27.90
BOREHOLEGA12EL=26.45
BOREHOLEGA-13EL=26.06
BOREHOLEP-15EL=25.66
7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP
4'1" DP
3'6" DP
4'8" DP
12'6" DP13'6" DP11'6"DP10' DP
3' DP3'9" DP3'6"DP
3'11"DP 6'4" DP6'3" DP6'7" DP
7' DP7' DP
2'8" DP
4'11" DP6'3" DP
8' DP2'2" DP1'3"DP
2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP
3'2" DP
3'11" DP3'9" DP
5'5"DP
4'10" DP4'4" DP
5'3" DP
1'10" DP1'2" DP1'6" DP
400
404
418
CONC SEAMS (TYP)
WV
WV
CO
2 BLRDFH
2'2" DP BROADBANDVAULT
3'11" DP
4'2" DP2'4" DP12' DP6'11"
3'6"
4'8"
8'11"
1'7"
2'
3'9"
4'10"
6'9"4'5"
ED(TYP.)
ED(TYP.)
ED(TYP.)
ED(TYP.)
3'10"
4'1"4'9"7"
4'1"3'11"
5'9"
5"
2'1"
1'11"
9"2'4"3'1"2'11"3'3"
3'11"3'
5'2"
4'1"
4'7"2'11"2'9"1'4"1'7"
2'9"
2'1"2'7"2'11"
3'4"3'9"2'10"
4'9"
4'11"2'8"2'1"2'8"2'7"2'5"
7"1'1"1'4"2'2'1"2'9"
2 WM
BIKESTORAGE
WV
6" TREE30' DLN
1.5' RET WALLPLANTER
1.5' RET WALLPLANTER
MWEL=26.43MWEL=27.18 MWEL=27.18
MWEL=27.04
MWEL=27.17
MWEL=26.07
MWEL=27.58MWEL=26.71
MWEL=26.87
MWEL=27.59 MWEL=27.00 MWEL=26.12
MWEL=26.25
MW RTN001-13EL=26.03
MWEL=26.11
MW RTN002-05EL=26.32MW RTN002-06EL=26.35
CO
2 WV
HH
S GRADY WAY
LAKE AVE
S
RAINIER A
V
E
S
S 7TH ST
WSDO
T
L
I
M
I
T
E
D
A
C
C
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S
S
SOUR
C
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:
A
S
-
B
U
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WSDOT
L
I
M
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D
A
C
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S
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:
A
S
-
B
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I
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EXISTIN
G
B
A
T
L
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HARDIE
A
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S
W
S GRADY WAY
RAINIER AV
E
S
RAINIE
R
A
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S
SW GRADY WAY
S GRADY WAY
SW 7TH ST
LAKE AVE
S
CO COCOCOCOCOCOCOCO
COCOCO
CO
CO
CO
20 40
SCALE IN FEET
01020
(1" = 20')
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
TESC PLAN
LAKE STA 401+50 TO LAKE STA 405+50
BT120-CTP106
BT120
55 0
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
1"=20'
N
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LIN
E
I
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1
"
A
T
FU
L
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
01
/
1
7
/
2
5
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3
:
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2
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C
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4
3
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1
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-
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T
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1
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S1-BT120-CTP101-106 FACILITY ID:
Xrefs: xS1-BT120-VRX001 xS1-BTP120-VSF100 xS1-BT120-CPP001 xBRT-CUD05-TB22x34 xS1-BTP120-GZK010 xS1-BT120-CAP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001
OSBORNCONSULTINGINCORPORATED
2
22
2
2
EXISTING FENCE TOREMAIN UNTIL PROJECT ISCOMPLETE
4
EXISTING FENCE TO BE
REMOVED
7
2
MAT
C
H
L
I
N
E
:
L
A
K
E
S
T
A
4
0
1
+
5
0
SEE
D
W
G
BT1
2
0
-
C
T
P
1
0
5
MATCHLINE:SEE DWG BT120-CTP204 MATCHLINE:SEE DWG BT120-CTP202
102
103
106
201
202
203 204
205
SW 7TH ST
RAIN
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
SW GRADY
WAY
101 104
105
KEY MAP
107
106
4
7
7
3
4 2 7
2
MATCHLINE: NOT USED THIS SERIES
2
2
01-20-2025 0055
RTA/CN 0205-24
Stormwater Flow Direction
Asphalt Berm
GENERAL NOTES:
1.CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.
2. PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.3. PROTECT EXISTING DRAINAGE STRUCTURES SUCH
AS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGS
BT120-CSP101-106, AND BT120-CSP201-205.4. FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.5. CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITH
SILT FENCE INSTALLED AT A 2-FOOT OFFSET FROMTHE INSIDE OF THE CHAIN LINK FENCE EXCEPT AT
DRIVEWAY AND SIDEWALK LOCATIONS.6. AT A MINIMUM, DISTURBED AREAS SHALL BESODDED OR SEEDED AND MULCHED TO ENSURETHAT SUFFICIENT COVER WILL DEVELOP SHORTLYAFTER FINAL APPROVAL.
7. USE WSDOT STANDARD SPECIFICATIONS UNLESSOTHERWISE NOTED.8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THENPDES CONSTRUCTION PERMIT FOR THE PROJECT.STORMWATER TREATMENT AND SAMPLING IS
REQUIRED AS PART OF THE PERMIT. SEE NPDESPERMIT WAR314062 FOR DETAILS.
INLET PROTECTION
SILT FENCE
CONSTRUCTION FENCE
LEGEND:
SFSF
STABILIZED CONSTRUCTION ENTRANCE
CONCRETE WASHOUT AREA
KEY NOTES:
1 WHERE CURB INLETS ARE PRESENT, INSTALL INLET PROTECTIONPER COR STD PLAN 216.30 AND PLACE SANDBAGS BARRIERUPSTREAM OF CATCH BASIN PER COR STD. PLAN 216.50. SEE
DRAWING BT120-CTD102 AND BT120-CTD103 FOR DETAILS.
2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS.
4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02. WHENCOMPOST SOCKS ARE USED ON PAVEMENT, HEAVY CONCRETEBLOCKS SHALL BE USED PREVENT THE COMPOST SOCK FROMMOVING DURING RAINFALL/RUNOFF EVENTS.
7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK FENCE
WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO.
CONC
SIGN
DEBRISSIGNSIGN
SIGN
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
UT
UT
UT
UT
H
H
H
H
H
VLT
VLT
VLT
VLT
VLT
VLT
HH
VLTS
VLT
BUS SHELTERTRASHBINBUSSIGN TRASHBINBUS SIGNPOWERCABINET
SW SW SW
SW
DRW DRW YIELD
BUSSIGN
BUS SHELTERTRASHBIN
YIELD TRAFFICCONTROLCABINET
C&G
C&G
C&G
C&G
C&G C&G
C&G C&G
SW
SW
SW
DRW
DRW
SW
SW
DRW
SW
SW
SW
SW
DRW
EXTR CONC
C
U
R
B
EXTR CONC CURB
EXTR CONCCURB
CONC WALL
36" CMP
36" DI
30" CONC
30" CONC
27" CONC 27" CONC 27" CONC 24" CMP
12" CONC
4" CONC
6" DI
12" CPP
12" CPP
12" CONC
6" CONC
6" CONC
6" CONC6" PVC
12" DI
12" CONC
12" CONC
6" CONC
15" CMP
15" CMP
6" CONC
8" VC
8" CONC
18" CO
N
C
HH
TTTETRAFFICVLTTS SLHH
TMHGV2WVFOFO2FOMHGVGV
GVITSVLT2TS LTVLT
WV4WV
LTVLT
TC SLHH
LTHHCENTURYLINKVLTWV
ELECVLT
WV
GVTS LTHH
TS LTVLTELECVLT2 MISCMH
TS-LTVLT
GVGVSLHHHHLTHHTCHH
FOFOMH FOFOMHFOFOMHTS LTHHMW
LTHHTMHICVICV
2WV TMH
GV
WVWVWV
BROADBANDVLTLTHHICVICVICVICVICVHHWV
WV
ELECVLT
HH
ICVICV
2HH
WM
ELECVLT
LT HHWV
ELEC VLT2WMWV
LT HH
ELECVLT LTHHWMICV
GV
GATE CW SW
SW
YIELDFH
CONCBENCH YIELD
ASPH
4' WOOD FNC
USECROSSWALK
CW
SW
CON
C
B
E
N
C
H
CONC BENCHYIELD
ART
W
O
R
K
CONC
DRW
35MPH
DRW
SW
ASPH
ASPH
ASPH
C&G
C&G
C&G
C&G
C&G
ASPH
SW
SW
SW
DRW
DRW
E
COEE
E
E E
E
E
E W
E
EE
EEEE
WV
WV
3WV
WV
WV
3WV
WV
WV
WV
WV3WVWVWV
WV
HH
HH HH
HH
HH
HH
HH
HHHH
HH
HH
HHHH
HH
HHHH
HHHH
HH
HH HH3HH
HH
HH
HH HHHH
HHHHHHHHHH
HH
HH
HHHH HH 2 HH HH
ELEC VLT
ELECVLT
ELEC VLT
4ELEC VLTELECVLTELECVLT
2ELEC VLT
ELECVLT
3IRRG
2IRRG
2IRRG
GV
GV
GV
WM
WMELECVLT
E
HH
2WV
HHELECVLT
HH
HH
WM
3TRAFFIC CONTROLCABINETS
CO
GV
GV
GM
WM
WMWM
WM WVWV
3WV
WV
WM
W VLT
2VLTS
HH
T
TSHHHH
HH
HH
HH
HHTMH
VLTTS VLTHH
VLT
2" DROP 2" DROP
HH
GM
DETECTORLOOP (TYP)
DETECTORLOOP (TYP)
6" CONC
HH HH
12" RCP6' CLEF
6' TEMP CLEF
6' TEMP CLEF
6' TEMP CLEF
6' TEMPCLEF
SOUNDCOLLISIONCENTER
8' CLEF
ASPH
ASPH
ASPH
5.5' CLEF
PP PP
PP
SIGN
LOADLIMIT
USECROSSWALK
SW
PARK &RIDE
USECROSSWALK
2' FNC C&G
C&G
C&G
GATE
6' CLEF
ASPH
5.5' CLEF
6' CLEF
BLDGEQUIP
GAZEBO
CONCELECEQUIP
SIGN ONCONC BASE
SIGN ONCONC BASE
SIGN ONCONC BASE
SIGN ONCONC BASE
SOUNDCOLLISIONCENTER
SW
SW
SW
SW SW
MAZDASIGN
C&G
SW
SW
SWC&G
SIGN ONCONC BASE
SIGN ONCONC BASE
CONC BASEREMOVED LT
4 BLRD
3 BLRD
3 BLRD
2 BLRDPM
6' TEMP CLEF
6' CLEFWELCOME TOTRUCK CITY SIGN
SIGN
2 BLRD
/
/
/
///
/
/
/
//
/
////
///
/
//
/
/
//
///
3 BLRD
WHEEL STOPS (TYP)
WHEEL STOP
S
(
T
Y
P
)
6' TEMP C
L
E
F
SIGN ONCONC BASE
BLDEQUIP
SIGN POST ONCONC BASE
WHEELSTOPS (TYP)
6' CLEF
DETECTORLOOP (TYP)DETECTORLOOP (TYP)
SIGN
PIVGATE
STORAGESHED
MISCVALV
SHELTERCANOPY
EOP
EOP
EOP
EOP
15 MPHSIGN
BLDG
BLDG BLDG
BLDG
INLETRIM EL=24.52NEEDS TRAFFIC CONTROL
CBRIM=25.13NEEDS TRAFFIC CONTROL
12" RCP
8" CONC 8" CONC4" CONC
30" CPP
24" CPP
18" DI
18" DI
12" CPP 12" CPP
12" CPP
SS
METAL POLE
METAL POLE
METAL POLE
////
SL
SL
FOFO
W
SD
SSCOMCAST
COMCAST
COMCAST
COMCAST
COMCAST
COMCAST
COMCAST
COMCAST
COMCA
S
T
COMCAST
COMCAST
COMCAST COMCAST
COMCAST
COMCAS
T
COMCAS
T
COMCAST
COMCAST
COMCAST
COMCAST
COMCAS
T
COMCAST
COMCAST
COMCAST FO
COMCAST
CENTURYLINK
CENTURYLINK F
O
CENTURYLINK FO
CENTURYLINK FOCENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FO
CENTURY
L
I
N
K
F
O
PSE
2-PSE
2-PSE
3-PSE
PSE
2-PSE
2-PSE
2-PSE 2-PSE
2-PSE
2-PSE
2-PSE
2-PSE 2-PSE
PSE
PSE
PSE
PSE
PSE PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
RENTONRENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON RENTON
RENTON
RENTONRENTON
RENTON
RENTON
RENTO
NRENTON
WSDOT F
O
WSDOT FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FOPSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GASPSE GAS
UTIL VLT
HH
HH
HH
UNKNOWN UTILITY
FOVLT
HHHH
HHELECVAULT
HH2WM
HH
GV
IRRG
BOREHOLEGA-10EL=26.31
BOREHOLESB-1EL=27.17
BOREHOLEGA-14EL=26.36
BOREHOLEP-14EL=25.43
BOREHOLEP-12EL=25.14
BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98
MWEL=25.08 BOREHOLERW10EL=25.30
MWGWMW-3EL=26.16
BOREHOLEGA-3EL=25.97
MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06
BOREHOLESH-5EL=26.22
BOREHOLEGA-8EL=26.69
BOREHOLEGA-5EL=27.71
BOREHOLEGA-7EL=27.67
BOREHOLEGA-6EL=27.90
BOREHOLEGA12EL=26.45
BOREHOLEGA-13EL=26.06
BOREHOLEP-15EL=25.66
5'4" DP6'8" DP5' DP
4' DP4' DP
3' DP3'9" DP3'4" DP
2'11" DP6'9" DP1'DP1'11" DP2'3"DP
2' DP2' DP3'11" DP
3'6" DP
5'9" DP 7'2" DP6'11" DP 7' DP6'6" DP 4'4" DP4'3" DP 3'7" DP 2' DP
4'10" DP
5'9" DP
4'7" DP
2'6" DP2'6" DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP
4'1" DP
3'6" DP
4'8" DP
12'6" DP13'6" DP11'6"DP10' DP8'5" DP
8'11" DP8'10" DP
9' DP3'3" DP3'1" DP3'2" DP2'10" DP
3'1" DP
2'2" DP
2'8" DP2'7" DP
2'8" DP
3'6" DP
3'9" DP3'10" DP4'3" DP
2'3" DP
2'4"DP2'5" DP5'4" DP5' DP5'5" DP4'8" DP 4'DP3'7"DP
4'11" DP5'2" DP
4'6"DP3'5"DP
4' DP
5'7" DP
2'7"DP2'4"DP
5'8" DP
3' DP
3'9" DP
3'6"DP
3'11"DP 6'4" DP6'3" DP6'7" DP
2' DP
3'2"DP2'6" DP
7' DP7' DP
2'8" DP
4'11" DP6'3" DP
8' DP2'2" DP1'3"DP
4'11" DP3'11" DP
2'8" DP
3'10" DP
2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP3'2" DP
3'11" DP3'9" DP
3'3" DP
5'5"DP
4'10" DP
4'4" DP
5'3" DP
4' DP1'9" DP2'8" DP
2' DP1'11" DP4'4" DP6' DP
5' DP2'8" DP
3'8" DP
3'10" DP
2'8" DP2' DP
3'7" DP2'2" DP
2'4" DP3'8" DP
3' DP
3' DP
3'11" DP
3'9" DP
3'7" DP
1'8" DP4' DP5'11" DP
3' DP
1'10" DP
1'2" DP
1'6" DP
5'6" DP
2'4" DP
5'4" DP
2'4" DP1'6" DP1'4"DP1'8" DP 1'5" DP 1'1" DP1'4" DP1'3" DP1'6" DP1'8" DP1'5" DP1'5" DP1'4" DP 1'5" DP1'8" DP1'7" DP2'3" DP
1'7" DP 4' DP
2'6" DP3' DP
1'5" DP
1'6" DP
1'7" DP2'2" DP
2'5" DP
4' DP2'5" DP2'2" DP1'11" DP2' DP2'1" DP
2'2" DP
1'11" DP
1'6" DP
2'4" DP
2'4" DP2'4" DP
1'8" DP
1'10" DP
2' DP2'8" DP2'4" DP3' DP3'8" DP1'9" DP
4' DP
7'11" DP6'7" DP4'5" DP
2'8" DP
2'2" DP
2' DP
2' DP
2'6" DP
2'2" DP
1'9" DP1' DP3' DP
3' DP
3' DP
2'5" DP
2'6" DP
2'2" DP
2'6" DP
2'5" DP
2'7" DP
2'8" DP
2'5" DP2'7" DP
2'6" DP
2'4" DP
2'6" DP'
3'4" DP
2'9" DP
5' DP
2'8" DP3' DP
2' DP
2'10" DP
4'8" DP
5' DP
5'9" DP5'10" DP
5'8" DP5'10" DP
3' DP
6'9" DP6' DP
7'6" DP
2'1" DP
5'6" DP4' DP2'4" DP2'5" DP2'5" DP2'8" DP
2'3" DP
1' DP
2'5" DP2'5" DP 1'6" DP1'5" DP
2'6" DP2'DP
4'DP4'DP
2'5" DP
2'DP
PSE
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"WABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
12"W
12"W
12"W
12"W
12"W
12"W
400
404
418
C&G
WV
WV
EXTRUDED CURB
CO
2 BLRDFH
2'4'
HH
EXTR CONCCURB
EXTR CONCCURB
4'11" DP
2'6" DP1'3" DP1'11" DP1' DP3' DP
2' DP 4' DP
2'5" DP
2'3" DP2'2" DP
2' DP1'11" DP
BROADBANDVAULT
5'11" DP3'8" DP
1' DP2'8" DP
2' DP
2' DP
3' DP2'3" DP
1'11" DP
3' DP
2'3" DP3'11" DP1'8" DP1'10" DP 4'11" DP
5'2" DP4'4" DP
1'8" DP
4'5" DP5'6" DP3'1"DP 3'3" DP3'2" DP
1'9" DP1' DP
1'5" DP 1'5" DP3'8" DP4'9" DP 3' DP5'8" DP
5'10" DP6'2" DP5'5" DP 6' DP4' DP1'7" DP
1'9" DP3' DP
2' DP1'9" DP1'5" DP 1'5" DP
1'4" DP
1'5" DP1'9" DP
2'4" DP2'4" DP2'6" DP3'10" DP
2' DP2' DP3'5" DP1'8" DP
4'2" DP
2'4" DP12' DP
2'4" DP
1' DP
1' DP
6'11"
3'6"
4'8"
8'11"
1'7"
2'
3'9"
4'10"
1'1"
1'5"1'4"1'7"
1'10"
1'7"
1'11"
2'2"
1'0'11"
6'9"4'5"
1'
2'10"1'9"1'
3'
ED(TYP.)
ED(TYP.)
ED(TYP.)
ED(TYP.)
1'2"1'10"2'9"
2'3"
2'
2'
3'3'4"1'3"4'3'2"3'4'
2'6"
2'
3'
3'
1'8"1'2"1'2"
2'7"
2'5"2'7"3'8"2'2"
1'7"
2'9"
4'2'
3'3'3'3'
3'10"4'1"4'9"7"
4'1"3'11"
5'9"
2'1"
1'11"
1'9"
2'1"
1'8"
4'3"3'9"4'7"3'11"3'7"3'11"
10"
1'9"1'7"
5"
2'1"
1'11"
9"2'4"3'1"2'11"3'3"
3'11"3'5'2"
4'1"
4'7"2'11"2'9"1'4"1'7"
2'9"
2'1"2'7"2'11"3'4"3'9"2'10"
2'2"
2'11"1'9"
1'5"
1'7"
1'7"
1'10"
1'8"
1'7"2'11"2'1"2'2'3"1'9"
1'6"
1'8"
1'7"1'11"2'1"
1'7"
1'6"
1'6"1'2"1'4"1'5"
2'3"
2'1"
2'7"3'1"3'1"2'3'4"3'3"1'11"3'5"2'1"2'3"
2'9"
2'1"
2'4"
1'4"1'5"1'4"1'3"1'6"1'6"1'11"1'5"2'3'10"
1'3"1'6"1'4"3'9"1'5"1'11"
3'11"3'9"1'7"
3'10"4'10"4'9"
4'10"
1'3"
1'8"
4'1"4'9"4'9"2'7"2'10"
4'1"6'6"5'7"2'9"1'1"
2'7"
3'4"
2'10"
2'3"1'10"8"10"
2'9"
2'6"
2'1"1'8"1'11"
2'5"2'3"
2'7"
2'11"
1'7"1'9"2'2"2'2"1'7"
4'9"4'11"2'8"2'1"2'8"2'7"2'5"
7"1'1"1'4"
2'2'1"
2'9"
6'3"
5'4"
5'3"4'9"
5'7"3'10"
4'11"
5'11"6'8"6'11"3'10"
1'6"4'1"4'2"4'7"
5'9"5'8"4'8"5'11"
3'11"
4'1"
3'9"
4'5"
2'11"3'1"
5'2"
4'11"
4'7"4'1"4'6"
4'8"4'6"5'3"4'6"4'9"4'11"3'7"
4'
1'
HH
HHHHHHELEC VLT
2 WMELEC VLT HHHH
SLHH
SOUTHRENTON
RULES ®ULATIONSLOADLIMITLP W / SPEEDLIMIT SIGNSLHH
HANDICAPGUIDELINES
PERMITPRKGBIKESTORAGEHANDICAPNO PARKFIRE LANE
WV
ELECPEDGROUNDROD
STOPSIGN
BUSINFO
STOPSIGN
STOPSIGNBUSINFO
HANDICAPSOUTHRENTON
SOUTHRENTONSOUTHRENTON
PERMITPRKG PERMITPRKG
1.5' RET WALLPLANTER
1.5' RET WALLPLANTER
MWEL=26.43MWEL=27.18 MWEL=27.18
MWEL=27.04
MWEL=27.17
MWEL=26.07
MWEL=27.58MWEL=26.71
MWEL=26.87
MWEL=27.59 MWEL=27.00 MWEL=26.12
MWEL=26.25
MW RTN001-13EL=26.03
MWEL=26.11
MW RTN002-05EL=26.32MW RTN002-06EL=26.35
2'10"
3'10"
3'0"
4'0"4'3"4'6"4'11"5'0"
5'5"
6'0"6'3"6'6"7'0"7'2"
7'9"
8'0"8'2"8'6"10'0"10'7"
CO
2 WV
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6'6"
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^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
N TC 511+00
N TC 512+00 N TC 513+00 N TC 514+00
S TC 611+00 S TC 612+00 S TC 613+00
S TC 614+00
RAINIER 207+00
N TC STA 510+04.91= RAINIER STA 207+16.93
S TC STA 610+02.99= RAINIER STA 206+67.81
28
27
26
25
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24
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28
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SDSD
9 CONSTRUCTION RUNOFF TO BE CONVEYED TO A CONTRACTORDESIGNED STORAGE/TREATMENT SYSTEM, WHICH MAY INCLUDETEMPORARY SURFACE WATER DETENTION VAULT ANDTEMPORARY SEDIMENT POND/TANKS. TEMPORARY DITCHES MAY
BE MOSTLY USED DUE TO SITE TOPOGRAPHY, BUT TEMPORARYCATCH BASINS AND STORM DRAINS MAY BE ADDED WHERENECESSARY. DISCHARGE TO NEAREST PERMITTED DISCHARGELOCATION WHEN STORMWATER MEETS PROJECT PERMITREQUIREMENTS. NOTE THAT THESE TESC MEASURES WILL BE
COVERED WITHIN THE CONTRACTOR'S MEANS AND METHODSAND THE CONTRACTOR WILL EMPLOY THE APPROPRIATE
METHODOLOGY BASED ON SITE STAGING AND PROVIDE UPDATESTO THE SWPPP AS REQUIRED.
10 POTENTIAL TEMPORARY SEDIMENT STORAGE TANKS ANDSTORMWATER TREATMENT SYSTEM SET-UP AREA. CONTRACTORTO FIELD LOCATE AS NECESSARY, USE THIS SYSTEM PRIOR TOWATER QUALITY FACILITY CONSTRUCTION OR IN CONJUNCTION
WITH TEMPORARY SURFACE WATER DETENTION VAULT TO MEETTHE SITE FLOW AND WATER QUALITY PERMIT DISCHARGEREQUIREMENTS. CONTRACTOR SHALL DETERMINE NUMBER OFTANKS REQUIRED BASED ON STAGING. SEE CONSTRUCTIONSTORMWATER VOLUMES AND FLOW RATES TABLE ON DRAWING
BT120-CTN-101.
KEY NOTES:
20 40
SCALE IN FEET
01020
(1" = 20')
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 04/05/2024 J. ALTCHECH 10/22/2024 04/05/2024
CIVIL
TESC PLAN
S RENTON TRANSIT CENTER
BT120-CTP201
BT120
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
1"=20'
N
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LIN
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"
A
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
01
/
1
7
/
2
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:
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S1-BT120-CTP201-205 FACILITY ID:
Xrefs: xS1-BT120-VSF100 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK010 xS1-BTP120-CAP001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001 xS1-BT120-VRX001
OSBORNCONSULTINGINCORPORATED
2
1
2
2
2
2
7
4
RETAINING WALLSEE PAVING PLANS ANDRETAINING WALL PLAN
4
102
103
106
201
202
203 204
205
SW 7TH ST
RAIN
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
KEY MAP
SW GRADY
WAY
101 104
105
107
MATCHLINE:SEE DWG BT120-CTP103
MA
T
C
H
L
I
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E
:
SE
E
D
W
G
B
T
1
2
0
-
C
T
P
2
0
2
MA
T
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L
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:
SE
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D
W
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B
T
1
2
0
-
C
T
P
1
0
2
MATCHLINE:SEE DWG BT120-CTP203
22
2
2
2
7
2
222
2
7
2 2
2
4
9
10
01-20-2025 0056
RTA/CN 0205-24
Stormwater Flow Direction
Asphalt Berm
GENERAL NOTES:
1. CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL
(TESC), AS NEEDED.2. PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.
3. PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4. FOR DRAINAGE PLANS, SEE DRAWINGS
BT120-CDP101-106, AND BT120-CDP201-205.5. CLEARING LIMITS IN LANDSCAPING AREAS WITHIN
THE PROJECT LIMITS SHALL BE DELINEATED WITHSILT FENCE INSTALLED AT A 2-FOOT OFFSET FROMTHE INSIDE OF THE CHAIN LINK FENCE EXCEPT ATDRIVEWAY AND SIDEWALK LOCATIONS.6. AT A MINIMUM, DISTURBED AREAS SHALL BE
SODDED OR SEEDED AND MULCHED TO ENSURETHAT SUFFICIENT COVER WILL DEVELOP SHORTLY
AFTER FINAL APPROVAL.7. USE WSDOT STANDARD SPECIFICATIONS UNLESSOTHERWISE NOTED.8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THENPDES CONSTRUCTION PERMIT FOR THE PROJECT.
STORMWATER TREATMENT AND SAMPLING ISREQUIRED AS PART OF THE PERMIT. SEE NPDESPERMIT WAR314062 FOR DETAILS.
INLET PROTECTION
SILT FENCE
CONSTRUCTION FENCE
LEGEND:
SFSF
STABILIZED CONSTRUCTION ENTRANCE
CONCRETE WASHOUT AREA
KEY NOTES:
2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE DRAWING BT120-CTD102 FOR DETAILS.
4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02. WHENCOMPOST SOCKS ARE USED ON PAVEMENT, HEAVY CONCRETE
BLOCKS SHALL BE USED TO PREVENT THE COMPOST SOCK FROMMOVING DURING RAINFALL/RUNOFF EVENTS.
7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK FENCEWITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO.
CONC
CONC
CONC SIGN
DEBRIS
SIGNSIGN
SIGN
CONC
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
UT
UT
UT
UT
H
H
H
H
H
VLT
VLT
VLT
VLT
VLT
VLT
HH
VLTS
VLT
BUS SHELTERTRASHBIN TRASHBINBUS SIGNPOWERCABINET
SW SW SWSWDRWDRW
BUS SHELTERTRASHBIN
SW
SW
SW
DRW
DRWSWSW
DRW
SW
SW
SW
SW
DRW
CONC WALL
36" CMP
36" DI
30" CONC
30" CONC
27" CONC 27" CONC 27" CONC
24" CMP
12" CONC
4" CONC6" DI
12" CPP
12" CPP
12" CONC
6" CONC
6" CONC
6" CONC6" PVC
12" DI
12" CONC 12" CONC
6" CONC
15" CMP
15" CMP
6" CONC
8" VC
8" CONC
18" CONC
HH
E
TS SLHHTMHGV2WVFOFO2FOMHGVGVGVITSVLT2TS LTVLT
WV4WV
LTVLT TC SLHHLTHHCENTURYLINKVLTWV
ELECVLT
WVGVTS LTHH
TS LTVLTELECVLT2 MISCMH
TS-LTVLT
GVGVSLHHHHLTHHTCHH
FOFOMH FOFOMHFOFOMHTS LTHHMW LTHHTMHICVICV
2WV TMH
GV
WVWVWV
BROADBANDVLTLTHHICVICVICVICVICVHHWV
WV ELECVLT
HHICVICV
2HHWM
ELECVLT
LT HHWV
ELEC VLT2WMWV
LT HH
ELECVLT LTHHWMICV
GV
GATE CW SW
SW
FH
CONCBENCH
ASPH
4' WOOD F
N
C
CW
SW
CO
N
C
B
E
N
C
H
CONC BENC
HARTWORKCONC
DRW
DRW
SW
ASPH
ASPH
ASPHCONC SEAMS (TYP)
ASPH
SW
SW
SW
DRW
DRW
E
EE
E
E E
E
E
E
W
E
EE
EEEE
WV
WV
3WV
WV
WV
3WV
WV
WV
WV
WV3WVWVWV
WV
HH
HH HH
HH
HH
HH
HH
HHHH
HH
HH
HHHH
HH
HHHH
HHHH
HH
HH HH
3HH
HH
HH
HH HHHH
HH
HHHHHH HHHHHH
HHHH HH 2 HH HH
ELEC VLT
ELECVLT
ELEC VLT
4ELEC VLTELECVLTELECVLT
2ELEC VLT
ELECVLT
3IRRG
2IRRG
2IRRG
GV
GV
GV
WM
WMELECVLT
E
HH
2WV
HHELECVLT
HH
HH
WM
CO
GV
GV
GM
WM
WMWM
WM WVWV
3WV
WV
WM
W VLT
HH
TSHHHH
HH
HHHH
HHTMH
VLTTS VLTHH
VLT
2" DROP 2" DROP
HH
GM
6" CONC
HH HH
12" RCP
X6' CLEF
6' TEMP CLEF
X
6' TEMP CLEF
6' TEMP CLEF
6' TEMPCLEF
8' CLEF
ASPH
ASPH
ASPH
X 5.5' CLEF
PP
PP
PP
SW
2' FNC GATE
6' CLEFASPH
5.5' CLEF
6' CLEF
BLDGEQUIP
GAZEBO
CONCELECEQUIP
SW
SW
SW
SW SW
SW
SW
SW
CONC BASEREMOVED LT
4 BLRD
3 BLRD
3 BLRD
2 BLRDPM
6' TEMP C
L
E
F
6' CLEF
2 BLRD
/
/
/
///
/
/
/
//
/
////
///
/
///
/
//
///
3 BLRD
6' TEMP CLEF
BLDEQUIP
SIGN POST ONCONC BASE
6' CLEF
PIVGATE
STORAGESHED
MISCVALV
SHELTERCANOPY
EOP
EOP
EOP
EOP
BLDG
BLDG BLDG
BLDG
INLETRIM EL=24.52NEEDS TRAFFIC CONTROL
CBRIM=25.13NEEDS TRAFFIC CONTROL
12" RCP
8" CONC
8" CONC4" CONC
30" CPP
24" CPP
18" DI
18" DI
12" CPP
12" CPP
12" CPP
METAL POLE
METAL POLEMETAL POLE
////
SL
SL
FOFO
W
SD
S
S
SSCOMCAST
COMCAST
COMCAST
COMCAST
COMCAST
COMCAST
COMCAST
COMCAS
T
COMCAST
COMC
A
S
T
COMCAST
COMCAST COMCAST
COMCAST
COMCAST
COMCAST
COMCA
S
T
COMCAST
COMCAST
COMCAST
COMCAST
COMCA
S
T
COMCAST
COMCAST FO COMCAST
CENTURYLINK
CENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FOCENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FO
CENTURYLIN
K
F
O
PSE
2-PSE
2-PSE
3-PSE
PSE
2-PSE
2-PSE
2-PSE 2-PSE
2-PSE
2-PSE
2-PSE
2-PSE 2-PSE
PSE
PSE
PSE
PSE
PSE PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
RENTONRENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON RENTON
RENTON
RENTONRENTON
RENTON
RENTON
RENTONRENTON
WSDOT FO
WSDOT F
O
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FOPSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GA
S
PSE GAS
PSE GAS
PSE GAS
UTIL VLT
HH
HH
HH
UNKNOWN UTILITY
FOVLT
HH
HH
HHELECVAULT
HH2WM
HH
GV
IRRG MWEL=25.08
MWGWMW-3EL=26.16MWGWMW-1EL=26.60
5'4" DP6'8" DP5' DP
4' DP4' DP
3' DP3'9" DP3'4" DP
2'11" DP6'9" DP1'DP1'11" DP
2'3"DP
2' DP2' DP3'11" DP
3'6" DP
5'9" DP 7'2" DP6'11" DP 7' DP6'6" DP 4'4" DP4'3" DP 3'7" DP 2' DP
4'10" DP 5'9" DP
4'7" DP1'11" DP1'11" DP2'6" DP5' DP1'4" DP2'6" DP2'2" DP3'1" DP2'6" DP 1'7" DP1'9" DP 1'8" DP1'6" DP1'6" DP1'7" DP 1'6" DP 1'9" DP
7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP
4'1" DP
3'6" DP
4'8" DP
12'6" DP13'6" DP11'6"DP10' DP
8'5" DP
8'11" DP8'10" DP
9' DP3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP1' DP
1'10" DP
1'11" DP
2' DP
3'1" DP3'1" DP
2'2" DP
2'8" DP2'7" DP
2'8" DP
3'6"DP
3'6" DP3'9" DP3'10" DP4'3" DP
2'3" DP1'7" DP
1'7" DP
2'9" DP
2'1" DP1'9" DP1'6" DP
2'1" DP
2'3" DP
2'1" DP
2'3" DP
1'11" DP
1'11" DP
1'11" DP
2'5" DP
1'8" DP
2'1" DP
1'11" DP
2'5" DP
2' DP
2'4"DP
2'10" DP
2'5" DP
2' DP
2'4"DP2'5" DP5'4" DP5' DP5'5" DP4'8" DP4'DP3'7"DP2' DP
4'11" DP5'2" DP
4'6"DP3'5"DP
1'9" DP
2' DP
4' DP
1'9" DP5'7" DP
2'7"DP2'4"DP2'4" DP
2' DP
1'10" DP
2'1" DP
5'8" DP
3' DP3'9" DP3'6"DP4'11" DP
6'7" DP
3'9" DP
2'2" DP2'4" DP5'8" DP
8'6" DP
9'11" DP
10' DP
2'DP5'10" DP10' DP
3'8" DP3'11"DP 5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP
2' DP3'2"DP2'6" DP
1'4" DP2'1" DP
7' DP
7' DP
2'8" DP
4'11" DP6'3" DP8' DP2'2" DP1'3"DP
2'5" DP
1'10" DP
2'3" DP
4'11" DP3'11" DP
2'8" DP
3'6"DP
3'10" DP
2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP
3'2" DP
3'11" DP3'9" DP2'4" DP
3'3" DP
5'5"DP
4'10" DP
4'4" DP
5'3" DP
4' DP1'9" DP2'8" DP
2' DP1'11" DP4'4" DP
6' DP
5' DP2'8" DP
3'8" DP
3'10" DP
2'8" DP
2' DP
3'7" DP2'2" DP
2'4" DP3'8" DP
3' DP
3' DP
3'11" DP
3'9" DP
3'7" DP1'8" DP4' DP5'11" DP
3' DP
1'10" DP
1'2" DP1'6" DP
1'8" DP
2'3" DP
5'6" DP
2'4" DP
5'4" DP
4'8" DP5'8" DP3'11" DP6'1" DP
6'4" DP6'1" DP5'4" DP
2'4" DP1'6" DP1'4"DP1'8" DP 1'5" DP 1'1" DP1'4" DP1'3" DP1'6" DP1'8" DP1'5" DP1'5" DP1'4" DP1'5" DP1'8" DP1'7" DP2'3" DP
1'7" DP 4' DP
2'6" DP3' DP
1'5" DP
1'6" DP
1'7" DP2'2" DP
2'5" DP
4' DP2'5" DP2'2" DP1'11" DP
2' DP2'1" DP
2'2" DP
1'11" DP
1'6" DP
2'4" DP
2'4" DP2'4" DP
1'8" DP
4' DP
5'4" DP4'11"DP
1'10" DP
2' DP2'8" DP2'4" DP3' DP
3'8" DP1'9" DP
4' DP
4' DP
3'6" DP
5' DP
5'11" DP
6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP
2'8" DP
2'2" DP
2' DP2' DP
2'6" DP
2'2" DP
1'9" DP1' DP
3' DP3' DP
3' DP
2'5" DP
2'6" DP
2'2" DP
2'6" DP
2'5" DP
2'7" DP
2'8" DP
2'5" DP2'7" DP2'6" DP
2'4" DP
2'6" DP'
3'4" DP
2'9" DP
5' DP2'8" DP3' DP
2' DP
2'10" DP
4'8" DP
5' DP
5'9" DP5'10" DP
5'8" DP
5'10" DP
2'8" DP
3' DP
6'9" DP6' DP
7'6" DP
2'1" DP
5'6" DP4' DP2'4" DP2'5" DP2'5" DP2'8" DP
2'3" DP
1' DP
2'5" DP2'5" DP 1'6" DP1'5" DP
2'6" DP2'DP
4'DP4'DP
1'9" DP2'5" DP
2'DP
PSE
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W12"WABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
12"W
12"W
12"W
12"W
12"W
12"W
400
404
418
CONC SEAMS (TYP)
WV
WV
2 BLRDFH
2'4'
HH
3'11" DP4'11" DP
3'5" DP
5'5" DP2'6" DP1'3" DP1'11" DP3'9" DP1' DP3' DP
2' DP
4' DP3'10" DP
2'5" DP
2'3" DP2'2" DP 2'2" DP
2' DP1'11" DP1'5" DPBROADBANDVAULT2'11" DP
5'11" DP3'8" DP
1' DP2'8" DP
2' DP
2' DP
3' DP2'3" DP
1'11" DP
3' DP 1' 11" DP
2'3" DP3'11" DP1'8" DP1'10" DP 4'11" DP
5'2" DP4'4" DP
1'7" DP 1'8" DP
4'5" DP5'6" DP
3'1"DP 3'3" DP1' 8" DP3'2" DP
2'5" DP
1'9" DP1' DP
1'11" DP
1'5" DP 1'5" DP3'8" DP4'9" DP
1'4" DP
3' DP5'8" DP
5'10" DP6'2" DP5'5" DP 6' DP4' DP1'7" DP
1'9" DP3' DP
1'5" DP1'7" DP 2'8" DP2'4" DP2' DP
1'9" DP1'5" DP 1'5" DP2'6" DP1'4" DP
1'5" DP1'9" DP
2'4" DP2'4" DP2'6" DP3'10" DP
2' DP2' DP5'5"DP6'7" DP3'5" DP1'8" DP 4'2" DP2'4" DP12' DP
2'4" DP
1' DP
1' DP
6'11"
3'6"
4'8"
8'11"
1'7"
2'
3'9"
4'10"
1'1"
1'5"1'4"1'7"
1'10"
1'7"
1'11"
2'2"1'0'11"
6'9"4'5"
1'
2'10"
1'9"1'
3'
ED(TYP.)
ED(TYP.)
ED(TYP.)
ED(TYP.)
1'2"1'10"
2'9"2'3"
2'
2'
3'3'4"1'3"4'3'2"3'4'2'6"
2'3'
3'
1'8"1'2"1'2"
2'7"
2'5"2'7"3'8"2'2"
1'7"
2'9"
4'2'
3'3'3'3'
3'10"
4'1"4'9"7"4'1"
3'11"5'9"
2'1"
1'11"
1'9"
2'1"1'8"
4'3"3'9"4'7"3'11"3'7"3'11"
10"
1'9"1'7"
5"
2'1"
1'11"
9"2'4"3'1"2'11"3'3"
3'11"
3'5'2"
4'1"
4'7"2'11"2'9"1'4"1'7"
2'9"
2'1"2'7"2'11"
3'4"
3'9"2'10"
2'2"
2'11"1'9"
1'5"
1'7"
1'7"1'10"
1'8"
1'7"2'11"2'1"2'2'3"1'9"
1'6"
1'8"1'7"1'11"
2'1"
1'7"
1'6"1'6"1'2"
1'4"1'5"
2'3"
2'1"2'7"3'1"3'1"2'3'4"3'3"1'11"3'5"2'1"2'3"
2'9"
2'1"
2'4"
1'4"1'5"1'4"1'3"1'6"1'6"1'11"1'5"2'3'10"1'3"1'6"1'4"3'9"1'5"1'11"
3'11"3'9"1'7"
3'10"4'10"4'9"
4'10"1'3"
1'8"
4'1"4'9"4'9"2'7"2'10"4'1"6'6"5'7"2'9"1'1"
2'7"
3'4"
2'10"2'3"1'10"8"10"
2'9"
2'6"
2'1"1'8"1'11"
2'5"2'3"
2'7"
2'11"
1'7"1'9"2'2"2'2"1'7"
4'9"4'11"2'8"2'1"2'8"2'7"2'5"
7"1'1"1'4"2'2'1"2'9"
6'3"
5'4"
5'3"4'9"
5'7"3'10"
4'11"
5'11"
6'8"6'11"3'10"
1'6"
4'1"4'2"4'7"
5'9"
5'8"4'8"5'11"
3'11"
4'1"
3'9"
4'5"
2'11"3'1"
5'2"
4'11"
4'7"4'1"4'6"
4'8"4'6"5'3"4'6"4'9"4'11"
3'7"
4'
1'
HH
HHHHHHELEC VLT
2 WMELEC VLT HHHH
SLHH
SLHH
BIKESTORAGE
WV
ELECPEDGROUNDROD 1.5' RET WALLPLANTER
1.5' RET WALLPLANTER
MWEL=26.43MWEL=27.18 MWEL=27.18
MWEL=27.04
MWEL=27.17
MWEL=26.07
MWEL=27.58MWEL=26.71
MWEL=26.87
MWEL=27.59 MWEL=27.00 MWEL=26.12
MWEL=26.25
MW RTN001-13EL=26.03
MWEL=26.11 MW RTN002-05EL=26.32MW RTN002-06EL=26.35
2'10"
3'10"3'0"
4'0"4'3"4'6"4'11"5'0"
5'5"
6'0"6'3"6'6"7'0"7'2"
7'9"
8'0"8'2"8'6"10'0"
10'7"
2 WV
ELECVLT HH
HH
24
CO COCOCOCOCOCOCOCO
COCOCO
CO
CO
CO
2 11" TREES32' DLN
SS
SS
SS
SS
SS
6'0"
6'3"
6'6
"
7'0
"
7'2
"
7'9
"
^
^
^
^
^
^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^^
N TC 514+00 N TC 515+00 N TC 516+00 N TC 517+00
L=54.74', R=130.00'
=24°07'33"
S TC 615+00 S TC 616+00 S TC 617+00 S TC 618+00
2928 2829
3
030
27
29
28
28
29 28
2729
29 29
28
28
29
CO COCOCOCOCOCO
SD
20 40
SCALE IN FEET
01020
(1" = 20')
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 04/05/2024 J. ALTCHECH 10/22/2024 04/05/2024
CIVIL
TESC PLAN
S RENTON TRANSIT CENTER
BT120-CTP202
BT120
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
1"=20'
N
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LIN
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
01
/
1
7
/
2
5
|
3
:
0
9
P
M
|
S
A
K
S
H
I
G
C:\
P
W
W
O
R
K
I
N
G
\
J
A
C
O
B
S
_
B
&
I
\
S
A
K
S
H
I
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@
O
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B
O
R
N
C
O
N
S
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L
T
I
N
G
.
C
O
M
\
D
0
4
3
6
1
2
0
\
S
1
-
B
T
1
2
0
-
C
T
P
2
0
1
-
2
0
5
.
D
W
G
S1-BT120-CTP201-205 FACILITY ID:
Xrefs: xS1-BT120-VSF100 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK010 xS1-BTP120-CAP001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001 xS1-BT120-VRX001
OSBORNCONSULTINGINCORPORATED
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-
C
T
P
2
0
1
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-
C
T
P
1
0
6
RETAINING WALLSEE PAVING PLANS ANDRETAINING WALL PLAN
7 4
103
201 202
203 204
205
SW 7TH ST
RAIN
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
KEY MAP
SW GRADY
WAY
101 104
105
107
106
102
103
201 202
203 204
205
SW 7TH ST
RAIN
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
KEY MAP
SW GRADY
WAY
101 104
105
107
106
MATCHLINE:SEE DWG BT120-CTP204
2
2
2
01-20-2025 0057
RTA/CN 0205-24
Asphalt Berm
GENERAL NOTES:
1. CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL
(TESC), AS NEEDED.2. PROTECT EXISTING TREES AND SHRUBS UNLESS
NOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.3. PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESS
NOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.
4. FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.5. CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITHSILT FENCE INSTALLED AT A 2-FOOT OFFSET FROM
THE INSIDE OF THE CHAIN LINK FENCE EXCEPT ATDRIVEWAY AND SIDEWALK LOCATIONS.6. AT A MINIMUM, DISTURBED AREAS SHALL BESODDED OR SEEDED AND MULCHED TO ENSURETHAT SUFFICIENT COVER WILL DEVELOP SHORTLY
AFTER FINAL APPROVAL.7. USE WSDOT STANDARD SPECIFICATIONS UNLESS
OTHERWISE NOTED.8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THENPDES CONSTRUCTION PERMIT FOR THE PROJECT.STORMWATER TREATMENT AND SAMPLING ISREQUIRED AS PART OF THE PERMIT. SEE NPDES
PERMIT WAR314062 FOR DETAILS.
INLET PROTECTION
SILT FENCE
CONSTRUCTION FENCE
LEGEND:
SFSF
STABILIZED CONSTRUCTION ENTRANCE
CONCRETE WASHOUT AREA
KEY NOTES:
1 WHERE CURB INLETS ARE PRESENT, INSTALL INLETPROTECTION PER COR STD PLAN 216.30 AND PLACESANDBAGS BARRIER UPSTREAM OF CATCH BASIN PER CORSTD. PLAN 216.50. SEE DRAWING BT120-CTD102 ANDBT120-CTD103 FOR DETAILS.
2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEE
DRAWING BT120-CTD102 FOR DETAILS.
3 INSTALL SILT FENCE PER COR STD PLAN 214.00.
4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02.WHEN COMPOST SOCKS ARE USED ON PAVEMENT, HEAVYCONCRETE BLOCKS SHALL BE USED TO PREVENT THE COMPOST SOCK FROM MOVING DURING RAINFALL/RUNOFFEVENTS
5 INSTALL ABOVE GRADE TEMPORARY CONCRETE WASHOUT
FACILITY. SEE DRAWING BT120-CTD103 FOR DETAILS.
7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK
CONC
CONC
CONC SIGN
SIGNSIGN
SIGN
CONC
UT
UT
UT
UT
H
H
H
H
H
VLT
VLT
VLT
VLT
VLT
HH
VLTS
VLT
SW SW SW
SW
DRW DRW
TRAFFICCONTROLCABINET
C&G
C&G
C&G
C&G
C&G C&G
C&G C&G
SW
SW
SW
DRW
DRW
SW
SW
DRW
SW
SW
SWSWDRW
EXTR CONC CUR
B
EXTR CONC C
U
R
B
EXTR CONCCURB
CONC WALL
TTTETRAFFICVLTTMHGVFOFOGVGVGV
GV
2 MISCMH
GVGV
FO FOFOMW TMH TMH
GV
GV
CW SW
SW
CONCBENCH
CW
SW
CO
N
C
B
E
N
C
H
CONC BENC
H
CONC
DRW
DRW
SW
CONC SEAMS (TYP)
C&G
C&G
C&G
C&G
C&G
SW
SW
SW
DRW
DRW
E
COEE
E
E E
E
E
E
E
EE
EEEE
GV
GV
GV
E
3TRAFFIC CONTROLCABINETS
CO
GV
GV
GM
2VLTS
HH
TTMH
GM
DETECTORLOOP (TYP)
DETECTORLOOP (TYP)
X
X
X
SW
C&G
C&G
C&G
CONC
SW
SW
SW
SW SW
C&G
SW
SW
SWC&G
CONC BASEREMOVED LT
4 BLRD
3 BLRD
3 BLRD
2 BLRD
2 BLRD
3 BLRD
WHEEL STOPS (TYP)
WHEEL ST
O
P
S
(
T
Y
P
)
SIGN POST ONCONC BASE
WHEELSTOPS (TYP)
DETECTORLOOP (TYP)DETECTORLOOP (TYP)
MISCVALV
SS
METAL POLE
METAL POLEMETAL POLE
////
SL
SL
FOFO
W
SD
SSCOMCAST
COMCAST
COMCAST
COMCAST
COMCAST
COMCAST
COMCAST
COMCAS
T
COMCAST
COMC
A
S
T
COMCAST
COMCAST COMCAST
COMCAST
COMCAST
COMCAST
COMCA
S
T
COMCAST
COMCAST
COMCAST
COMCAST
COMCA
S
T
COMCAST
COMCAST FO COMCAST
CENTURYLINK
CENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FOCENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FO
CENTURYLIN
K
F
O
PSE
2-PSE
2-PSE
3-PSE
PSE
2-PSE
2-PSE
2-PSE 2-PSE
2-PSE
2-PSE
2-PSE
2-PSE 2-PSE
PSE
PSE
PSE
PSE
PSE PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
RENTONRENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON RENTON
RENTON
RENTONRENTON
RENTON
RENTON
RENTONRENTON
WSDOT FO
WSDOT F
O
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
FOVLT
HH
GV
BOREHOLEGA-10EL=26.31
BOREHOLESB-1EL=27.17
BOREHOLEGA-14EL=26.36
BOREHOLEP-14EL=25.43
BOREHOLEP-12EL=25.14
BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98
MWEL=25.08
BOREHOLERW10EL=25.30
MWGWMW-3EL=26.16
BOREHOLEGA-3EL=25.97
MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06BOREHOLESH-5EL=26.22
BOREHOLEGA-8EL=26.69
BOREHOLEGA-5EL=27.71
BOREHOLEGA-7EL=27.67
BOREHOLEGA-6EL=27.90
BOREHOLEGA12EL=26.45
BOREHOLEGA-13EL=26.06
BOREHOLEP-15EL=25.66
5'4" DP6'8" DP5' DP
4' DP4' DP
3' DP3'9" DP3'4" DP
2'11" DP6'9" DP1'DP1'11" DP
2'3"DP
2' DP2' DP3'11" DP
3'6" DP
5'9" DP 7'2" DP6'11" DP 7' DP6'6" DP 4'4" DP4'3" DP 3'7" DP 2' DP
4'10" DP 5'9" DP
4'7" DP1'11" DP1'11" DP2'6" DP5' DP1'4" DP2'6" DP2'2" DP3'1" DP2'6" DP 1'7" DP1'9" DP 1'8" DP1'6" DP1'6" DP1'7" DP 1'6" DP 1'9" DP
7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP
4'1" DP
3'6" DP
4'8" DP
12'6" DP13'6" DP11'6"DP10' DP
8'5" DP
8'11" DP8'10" DP
9' DP3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP1' DP
1'10" DP
1'11" DP
2' DP
3'1" DP3'1" DP
3'6"DP
1'7" DP
1'7" DP
2'9" DP
2'1" DP1'9" DP1'6" DP
2'1" DP
2'3" DP
2'1" DP
2'3" DP
1'11" DP
1'11" DP
1'11" DP
2'5" DP
1'8" DP
2'1" DP
1'11" DP
2'5" DP
2' DP
2'4"DP
2'10" DP
2'5" DP
2' DP
2'4"DP2'5" DP5'4" DP5' DP5'5" DP4'8" DP 4'DP3'7"DP2' DP
4'11" DP5'2" DP
4'6"DP3'5"DP
1'9" DP
2' DP1'9" DP5'7" DP
2'7"DP2'4"DP2'4" DP
2' DP
1'10" DP
2'1" DP
5'8" DP
3' DP
3'9" DP3'6"DP4'11" DP
6'7" DP
3'9" DP
2'2" DP2'4" DP5'8" DP
8'6" DP
9'11" DP
10' DP
2'DP5'10" DP10' DP
3'8" DP3'11"DP 5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP
2' DP3'2"DP2'6" DP
1'4" DP2'1" DP
7' DP
7' DP
2'8" DP
4'11" DP6'3" DP8' DP2'2" DP1'3"DP2'5" DP
1'10" DP
2'3" DP
4'11" DP3'11" DP
2'8" DP
3'6"DP
3'10" DP
2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP
3'2" DP
3'11" DP3'9" DP2'4" DP
3'3" DP
5'5"DP
4'10" DP
4'4" DP
5'3" DP
1'10" DP
1'2" DP1'6" DP
1'8" DP
2'3" DP
5'6" DP
4'8" DP5'8" DP3'11" DP6'1" DP
6'4" DP6'1" DP5'4" DP
4' DP
5'4" DP
4'11"DP
4' DP
3'6" DP
5' DP
5'11" DP
6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP
2'8" DP
6'9" DP6' DP
7'6" DP 5'6" DP
1'9" DP2'5" DP
2'DP
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"WABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
12"W
12"W
12"W
12"W
12"W
12"W
400
404
418
CONC SEAMS (TYP)
C&G
EXTRUDED CURB
CO
2 BLRD
EXTR CONCCURB
EXTR CONCCURB
3'11" DP4'11" DP
3'5" DP
5'5" DP
3'9" DP
3'10" DP
2'2" DP 2'2" DP
1'5" DPBROADBANDVAULT2'11" DP
3' DP2'3" DP
1'11" DP
1' 11" DP
2'3" DP3'11" DP 4'11" DP
5'2" DP4'4" DP
1'7" DP
4'5" DP5'6" DP
1' 8" DP
2'5" DP
1'11" DP
3'8" DP4'9" DP
1'4" DP
3' DP5'8" DP
5'10" DP6'2" DP5'5" DP 6' DP4' DP
1'5" DP1'7" DP 2'8" DP2'4" DP2'6" DP
5'5"DP6'7" DP
4'2" DP2'4" DP12' DP6'11"
3'6"
4'8"
8'11"
1'7"
2'
3'9"
4'10"
6'9"4'5"
ED(TYP.)
ED(TYP.)
ED(TYP.)
ED(TYP.)
2'5"2'7"3'8"2'2"
3'10"
4'1"4'9"7"4'1"
3'11"5'9"
5"
2'1"
1'11"
9"2'4"3'1"2'11"3'3"
3'11"3'5'2"
4'1"
4'7"2'11"2'9"1'4"1'7"
2'9"
2'1"2'7"2'11"
3'4"
3'9"2'10"
6'3"
5'4"
5'3"4'9"
5'7"3'10"
4'11"
5'11"
6'8"6'11"3'10"
1'6"
4'1"4'2"4'7"
5'9"
5'8"4'8"5'11"
3'11"
4'1"
3'9"
4'5"
2'11"3'1"
5'2"
4'11"
4'7"4'1"4'6"
4'8"4'6"5'3"4'6"4'9"4'11"
3'7"
1.5' RET WALLPLANTER
1.5' RET WALLPLANTER
MWEL=26.43MWEL=27.18 MWEL=27.18
MWEL=27.04
MWEL=27.17
MWEL=26.07
MWEL=27.58MWEL=26.71
MWEL=26.87
MWEL=27.59 MWEL=27.00 MWEL=26.12
MWEL=26.25
MW RTN001-13EL=26.03
MWEL=26.11 MW RTN002-05EL=26.32MW RTN002-06EL=26.35
CO
HH
PROPE
R
T
Y
LINE, T
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24
CO COCOCOCOCOCOCOCO
COCOCO
CO
CO
CO
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S
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6
7
N
B
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ASPH
CB2.2' X 1.
9
'
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RIM=25.3
7
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4
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2
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B
L
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T
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=
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1
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1
9
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4
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4
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8
.
7
CB1.7' X 2.2
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C
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B
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T
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2
2
.
6
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D
R
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35MPH
C
&
G
E
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V
W
V
HH
H
H
HH
HH
2I
R
R
G
WM
GV
2VLTS
W
W
W
C
C
C
C
C
C
C C C
C
C
C
C
SD
SD
ASPH
SIGN ON
CONC B
A
S
E SIGN ON
CONC B
A
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E
CBRIM=25.
7
1
SIGN ON
CONC B
A
S
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3
BLDG
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C
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2
4
.
3
7
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C
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=
2
0
.
7
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P
P
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=
2
0
.
5
IE 6" PV
C
S
=
2
1
.
2
IE 24"
C
P
P
S
=
2
0
.
1
WAT=20
.
4
B
O
T
=
1
8
.
2
RIM EL=
2
4
.
3
7
INLET
60" CON
C
RIM EL=
2
5
.
3
4
IE 24"
C
P
P
N
=
2
0
.
1
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C
P
P
E
=
2
0
.
7
IE 6" P
V
C
S
=
2
2
.
2
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C
P
P
S
=
2
3
.
0
WAT=20
.
4
B
O
T
=
1
8
.
0
1.9' X 2
.
4
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C
O
N
C
RIM EL=
2
5
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6
3
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I
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/
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L
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4
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FO FO FO FO FO FO FO FO FO
EE
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FO
FO
F
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S
S
S
S
S
S
S
S
S
S
S
S
P
S
E
PS
E
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C
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2'
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5'
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0
"
D
P
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BROADB
A
N
D
VAULT
MWEL=27.0
4
MWEL=26.07
MWEL=27.58
MWEL=26.71
MWEL=26.87
MWEL=27.59
10'0"
10'7"
SS
SS
SS
SS
SS
SS
RAILAKDW 716+00
28
27
26
25
25
2
8
28
3
0
30
26 27
25
S
F
CO
FACILITY. SEE DRAWING BT120-CTD103 FOR DETAILS.
7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINK FENCE WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO.
8 CONSTRUCTION ENTRANCE PER COR STD PLAN 215.10. SEE DRAWING BT120-CTD101 FOR DETAILS.
11 INSTALL ENTRANCE/EXIT GATE.
12 INSTALL WHEEL WASH AND PAVED CONSTRUCTION ENTRANCE PER COR STD PLAN 215.00.SEE DRAWINGBT120-CTD103 FOR DETAILS.
KEY NOTES:
20 40
SCALE IN FEET
01020
(1" = 20')
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 04/05/2024 J. ALTCHECH 10/22/2024 04/05/2024
CIVIL
TESC PLAN
S RENTON TRANSIT CENTER
BT120-CTP203
BT120
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
1"=20'
N
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LIN
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1
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A
T
FU
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
01
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S1-BT120-CTP201-205 FACILITY ID:
Xrefs: xS1-BT120-VSF100 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK010 xS1-BTP120-CAP001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001 xS1-BT120-VRX001
OSBORNCONSULTINGINCORPORATED
2
8
11
1
2
7
1
2
7
5
102
103
201 202
203 204
205
SW 7TH ST
RAIN
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
KEY MAP
SW GRADY
WAY
101 104
105
107
106
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-
C
T
P
2
0
4
MATCHLINE:SEE DWG BT120-CTP205
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-
C
T
P
1
0
2
M
A
T
C
H
L
I
N
E
:
S
E
E
D
W
G
B
T
1
2
0
-
C
T
P
1
0
1
MATCHLINE:SEE DWG BT120-CTP201
2
2
2
2
3
2
2 2
2
22
2
2
2
2
2
4
12
01-20-2025 0058
RTA/CN 0205-24
Stormwater Flow Direction
GENERAL NOTES:
1. CONTRACTOR SHALL MAINTAIN AND ADJUST
TEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.2. PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, AND
BT120-CSP201-205.3. PROTECT EXISTING DRAINAGE STRUCTURES SUCH
AS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4. FOR DRAINAGE PLANS, SEE DRAWINGSBT120-CDP101-106, AND BT120-CDP201-205.
5. CLEARING LIMITS IN LANDSCAPING AREAS WITHINTHE PROJECT LIMITS SHALL BE DELINEATED WITHSILT FENCE INSTALLED AT A 2-FOOT OFFSET FROMTHE INSIDE OF THE CHAIN LINK FENCE EXCEPT ATDRIVEWAY AND SIDEWALK LOCATIONS.
6. AT A MINIMUM, DISTURBED AREAS SHALL BESODDED OR SEEDED AND MULCHED TO ENSURE
THAT SUFFICIENT COVER WILL DEVELOP SHORTLYAFTER FINAL APPROVAL.7. USE WSDOT STANDARD SPECIFICATIONS UNLESSOTHERWISE NOTED.8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THE
NPDES CONSTRUCTION PERMIT FOR THE PROJECT.STORMWATER TREATMENT AND SAMPLING IS
REQUIRED AS PART OF THE PERMIT. SEE NPDESPERMIT WAR314062 FOR DETAILS.
INLET PROTECTION
SILT FENCE
COMPOST SOCK
CONSTRUCTION FENCE
LEGEND:
SFSF
STABILIZED CONSTRUCTION ENTRANCE
CONCRETE WASHOUT AREA
KEY NOTES:
2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEEDRAWING BT120-CTD102 FOR DETAILS.
13 EXISTING SD PIPE TO REMAIN
CONC
CONC
CONC SIGN
DEBRIS
SIGNSIGN
SIGN
CONC
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
UT
UT
UT
UT
H
H
H
H
H
VLT
VLT
VLT
VLT
VLT
VLT
HH
VLTS
VLT
BUS SHELTERTRASHBINBUSSIGN TRASHBINBUS SIGNPOWERCABINET
SW SW SWSWDRWDRWYIELD
RAISED MARKE
R
S
RAISED MARKERS
RAISED MARK
E
R
S
RAISED MARK
E
R
S
RAISED MARKERS
DOUBLE RAISED
M
A
R
K
E
R
S
RAISED MARKERSDOUBLE RAISED MARKERS
BUSSIGN
BUS SHELTERTRASHBIN
YIELD TRAFFICCONTROLCABINET
RAISED MARKERSDOUBLE RAISED MARKERSDOUBLE RAISED MARKERSDOUBLE RAISED MARKERS
DOUBLE RAISED MA
R
K
E
R
S
RAISED MARKERSRAISED MARKERS
RAISED MARK
E
R
S
RAISED MAR
K
E
R
S
DOUBLE RAISE
D
M
A
R
K
E
R
S
DOUBLE RAISE
D
M
A
R
K
E
R
S
DOUBLE RAISED MARKERSDOUBLE RAISED MARKERSSW
SW
SW
DRW
DRW
SW
SW
DRW
SW
SW
SW
SW
DRW
CONC WALL
36" CMP
36" DI
30" CONC
30" CONC
27" CONC 27" CONC 27" CONC
24" CMP
12" CONC
4" CONC6" DI
12" CPP
12" CPP
12" CONC
6" CONC
6" CONC
6" CONC6" PVC
12" DI
12" CONC 12" CONC
6" CONC
15" CMP
15" CMP
6" CONC
8" VC
8" CONC
18" CONC
HH
TTTETRAFFICVLTTS SLHHTMHGV2WVFOFO2FOMHGVGVGVITSVLT2TS LTVLT
WV4WV
LTVLT TC SLHH
LTHHCENTURYLINKVLTWV
ELECVLTWVGVTS LTHH
TS LTVLTELECVLT2 MISCMH
TS-LTVLT
GVGVSLHHHHLTHHTCHH
FOFOMH FOFOMHFOFOMHTS LTHHMW LTHHTMHICVICV
2WV TMH
GV
WVWVWV
BROADBANDVLTLTHHICVICVICVICVICVHHWV
WV
ELECVLTHH
ICVICV
2HHWM
ELECVLTLT HHWVELEC VLT2WM
WV
LT HH
ELECVLTLTHHWMICV
GV
CW SW
SW
YIELDFH
CONCBENCH YIELD
RAISED MARKERSDOUBLE RAISED MARKERS
RAISED MARKERSRAISED MARKERS
RAISED MARKERS
ASPH
USECROSSWALK
CW
SW
CO
N
C
B
E
N
C
H
CONC BENCH
YIELD
ART
W
O
R
K
CONC
DRW
35MPH
DRW
RAISED MARKERS
RAISED MARKERSRAISED MARKERS
RAISED MARK
E
R
S
RAISED MARK
E
R
S
SW
ASPH
ASPH
ASPHCONC SEAMS (TYP)
ASPH
SW
SW
SW
DRW
DRW
E
COEE
E
E E
E
E
E
W
E
EE
EEEE
WV
WV
3WV
WV
WV
3WV
WV
WV
WV
WV3WVWVWV
WV
HH
HH HH
HH
HH
HH
HH
HHHH
HH
HH
HHHH
HH
HHHH
HHHH
HH
HH HH
3HH
HH
HH
HH HHHH
HH
HHHHHH HH
HH
HH
HHHH HH 2 HH HH
ELEC VLT
ELECVLT
ELEC VLT
4ELEC VLTELECVLTELECVLT
2ELEC VLT
ELECVLT
3IRRG2IRRG
2IRRG
GV
GV
GV
WM
WMELECVLT
E
HH
2WV
HHELECVLT
HH
HH
WM
3TRAFFIC CONTROLCABINETS
CO
GV
GV
GM
WM
WMWM
WM WVWV
3WV
WV
WM
W VLT
2VLTS
HH
TTSHHHH
HH
HHHH
HHTMH
VLTTS VLTHH
VLT
2" DROP 2" DROP
HH
GM
DETECTORLOOP (TYP)
DETECTORLOOP (TYP)
6" CONC
HH HH
12" RCP
X
X
SOUNDCOLLISIONCENTER
ASPH
ASPH
ASPH
X
PP
PP
PP
SIGN
LOADLIMIT
USECROSSWALK
SW
PARK &RIDE
USECROSSWALK
ASPH
BLDGEQUIP
GAZEBO
CONCELECEQUIP
SIGN ONCONC BASE
SIGN ONCONC BASE
SIGN ONCONC BASE
SIGN ONCONC BASE
SOUNDCOLLISIONCENTER
SW
SW
SW
SW SW
DASHED Y
E
L
L
O
WSOLID WHITE
MAZDASIGN
SW
SW
SW
SIGN ONCONC BASE
SIGN ONCONC BASE
CONC BASEREMOVED LT
4 BLRD
3 BLRD
3 BLRD
2 BLRDPM
WELCOME TOTRUCK CITY SIGN
SIGN
2 BLRD
/
/
/
///
/
/
/
//
/
////
///
/
///
/
//
///
3 BLRDCHAN
SIGN ONCONC BASE
BLDEQUIP
SIGN POST ONCONC BASE
DETECTORLOOP (TYP)DETECTORLOOP (TYP)
RAISED MA
R
K
E
R
S
RAISED MARKE
R
S
RAISED MA
R
K
E
R
S
SIGN
PIV
STORAGESHED
MISCVALV
SHELTERCANOPY
EOP
EOP
EOP
EOP
15 MPHSIGN
BLDG
BLDG BLDG
BLDG
INLETRIM EL=24.52NEEDS TRAFFIC CONTROL
CBRIM=25.13NEEDS TRAFFIC CONTROL
12" RCP
8" CONC
8" CONC4" CONC
30" CPP
24" CPP
18" DI
18" DI
12" CPP
12" CPP
12" CPP
SS
METAL POLEMETAL POLEMETAL POLE
////
SL
SL
FOFO
W
SD
S
S
SS
CENTURYLINK
CENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FOCENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FO
CENTURYLIN
K
F
O
PSE
2-PSE
2-PSE
3-PSE
PSE
2-PSE
2-PSE
2-PSE 2-PSE
2-PSE
2-PSE
2-PSE
2-PSE 2-PSE
PSE
PSE
PSE
PSE
PSE PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
RENTONRENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON RENTON
RENTON
RENTONRENTON
RENTON
RENTON
RENTONRENTON
WSDOT FO
WSDOT F
O
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
UTIL VLT
HH
HH
HH
UNKNOWN UTILITY
FOVLT
HH
HH
HHELECVAULT
HH2WM
HH
GV
IRRG MWEL=25.08
MWGWMW-3EL=26.16MWGWMW-1EL=26.60
5'4" DP6'8" DP5' DP
4' DP4' DP
3' DP3'9" DP3'4" DP
2'11" DP6'9" DP1'DP1'11" DP
2'3"DP
2' DP2' DP3'11" DP
3'6" DP
5'9" DP 7'2" DP6'11" DP 7' DP6'6" DP 4'4" DP4'3" DP 3'7" DP 2' DP
4'10" DP 5'9" DP
4'7" DP1'11" DP1'11" DP2'6" DP5' DP1'4" DP2'6" DP2'2" DP3'1" DP2'6" DP 1'7" DP1'9" DP 1'8" DP1'6" DP1'6" DP1'7" DP 1'6" DP 1'9" DP
7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP
4'1" DP
3'6" DP
4'8" DP
12'6" DP13'6" DP11'6"DP10' DP
8'5" DP
8'11" DP8'10" DP
9' DP3'3" DP3'1" DP3'2" DP2'10" DP1'6" DP1'3" DP1'9" DP1'7" DP2'5" DP1'7" DP1'7" DP1'4" DP1'5" DP1'10" DP3'1" DP1' DP
1'10" DP
1'11" DP
2' DP
3'1" DP3'1" DP
2'2" DP
2'8" DP2'7" DP
2'8" DP
3'6"DP
3'6" DP3'9" DP3'10" DP4'3" DP
2'3" DP1'7" DP
1'7" DP
2'9" DP
2'1" DP1'9" DP1'6" DP
2'1" DP
2'3" DP
2'1" DP
2'3" DP
1'11" DP
1'11" DP
1'11" DP
2'5" DP
1'8" DP
2'1" DP
1'11" DP
2'5" DP
2' DP
2'4"DP
2'10" DP
2'5" DP
2' DP
2'4"DP2'5" DP5'4" DP5' DP5'5" DP4'8" DP4'DP3'7"DP2' DP
4'11" DP5'2" DP
4'6"DP3'5"DP
1'9" DP
2' DP
4' DP
1'9" DP5'7" DP
2'7"DP2'4"DP2'4" DP
2' DP
1'10" DP
2'1" DP
5'8" DP
3' DP3'9" DP3'6"DP4'11" DP
6'7" DP
3'9" DP2'2" DP2'4" DP5'8" DP
8'6" DP
9'11" DP
10' DP
2'DP5'10" DP10' DP
3'8" DP3'11"DP 5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP
2' DP3'2"DP2'6" DP
1'4" DP2'1" DP
7' DP
7' DP
2'8" DP
4'11" DP6'3" DP8' DP2'2" DP1'3"DP
2'5" DP
1'10" DP
2'3" DP
4'11" DP3'11" DP
2'8" DP
3'6"DP
3'10" DP
2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP
3'2" DP
3'11" DP3'9" DP2'4" DP
3'3" DP
5'5"DP
4'10" DP
4'4" DP
5'3" DP
4' DP1'9" DP2'8" DP
2' DP1'11" DP4'4" DP
6' DP
5' DP2'8" DP
3'8" DP
3'10" DP
2'8" DP
2' DP
3'7" DP2'2" DP
2'4" DP3'8" DP
3' DP
3' DP
3'11" DP
3'9" DP
3'7" DP1'8" DP4' DP5'11" DP
3' DP
1'10" DP
1'2" DP1'6" DP
1'8" DP
2'3" DP
5'6" DP
2'4" DP
5'4" DP
4'8" DP5'8" DP3'11" DP6'1" DP
6'4" DP6'1" DP5'4" DP
2'4" DP1'6" DP1'4"DP1'8" DP 1'5" DP 1'1" DP1'4" DP1'3" DP1'6" DP1'8" DP1'5" DP1'5" DP1'4" DP1'5" DP1'8" DP1'7" DP2'3" DP
1'7" DP 4' DP
2'6" DP3' DP
1'5" DP
1'6" DP
1'7" DP2'2" DP
2'5" DP
4' DP2'5" DP2'2" DP1'11" DP
2' DP2'1" DP
2'2" DP
1'11" DP
1'6" DP
2'4" DP
2'4" DP2'4" DP
1'8" DP
4' DP
5'4" DP4'11"DP1'10" DP
2' DP2'8" DP2'4" DP3' DP
3'8" DP1'9" DP
4' DP4' DP3'6" DP
5' DP
5'11" DP
6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP
2'8" DP
2'2" DP
2' DP2' DP
2'6" DP
2'2" DP
1'9" DP1' DP
3' DP3' DP
3' DP
2'5" DP
2'6" DP
2'2" DP
2'6" DP
2'5" DP
2'7" DP
2'8" DP
2'5" DP2'7" DP2'6" DP
2'4" DP
2'6" DP'
3'4" DP
2'9" DP
5' DP2'8" DP3' DP
2' DP
2'10" DP
4'8" DP
5' DP
5'9" DP5'10" DP
5'8" DP
5'10" DP
2'8" DP
3' DP
6'9" DP6' DP
7'6" DP
2'1" DP
5'6" DP4' DP2'4" DP2'5" DP2'5" DP2'8" DP
2'3" DP
1' DP
2'5" DP2'5" DP 1'6" DP1'5" DP
2'6" DP2'DP4'DP4'DP
1'9" DP2'5" DP
2'DP
PSE
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W12"W12"WABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
12"W
12"W
12"W
12"W
12"W
12"W
400
404
418
CONC SEAMS (TYP)DASHED WHITE
WV
WV DASHED WHITE
SOLID WHITEDASHED WHITE
CO
2 BLRDFH
2'4'
HH
3'11" DP4'11" DP
3'5" DP
5'5" DP2'6" DP1'3" DP1'11" DP3'9" DP1' DP3' DP
2' DP
4' DP3'10" DP
2'5" DP
2'3" DP2'2" DP 2'2" DP
2' DP1'11" DP1'5" DPBROADBANDVAULT2'11" DP
5'11" DP3'8" DP
1' DP2'8" DP
2' DP
2' DP
3' DP2'3" DP
1'11" DP
3' DP 1' 11" DP
2'3" DP3'11" DP1'8" DP1'10" DP 4'11" DP
5'2" DP4'4" DP
1'7" DP 1'8" DP
4'5" DP5'6" DP
3'1"DP 3'3" DP1' 8" DP3'2" DP
2'5" DP
1'9" DP1' DP
1'11" DP
1'5" DP 1'5" DP3'8" DP4'9" DP
1'4" DP
3' DP5'8" DP
5'10" DP6'2" DP5'5" DP 6' DP4' DP1'7" DP
1'9" DP3' DP
1'5" DP1'7" DP 2'8" DP2'4" DP2' DP
1'9" DP1'5" DP 1'5" DP2'6" DP1'4" DP
1'5" DP1'9" DP
2'4" DP2'4" DP2'6" DP3'10" DP
2' DP2' DP5'5"DP6'7" DP3'5" DP1'8" DP 4'2" DP2'4" DP12' DP
2'4" DP
1' DP
1' DP
6'11"
3'6"
4'8"
8'11"
1'7"
2'
3'9"
4'10"
1'1"
1'5"1'4"1'7"
1'10"
1'7"
1'11"
2'2"1'0'11"
6'9"4'5"
1'
2'10"
1'9"1'
3'
ED(TYP.)
ED(TYP.)
ED(TYP.)
ED(TYP.)
1'2"1'10"
2'9"2'3"
2'
2'
3'3'4"1'3"4'3'2"3'4'2'6"
2'3'
3'
1'8"1'2"1'2"
2'7"
2'5"2'7"3'8"2'2"
1'7"
2'9"
4'2'
3'3'3'3'
3'10"
4'1"4'9"7"4'1"
3'11"5'9"
2'1"
1'11"
1'9"
2'1"1'8"
4'3"3'9"4'7"3'11"3'7"3'11"
10"
1'9"1'7"
5"
2'1"
1'11"
9"2'4"3'1"2'11"3'3"
3'11"
3'5'2"
4'1"
4'7"2'11"2'9"1'4"1'7"
2'9"
2'1"2'7"2'11"
3'4"
3'9"2'10"
2'2"
2'11"1'9"
1'5"
1'7"
1'7"1'10"
1'8"
1'7"2'11"2'1"2'2'3"1'9"
1'6"
1'8"1'7"1'11"2'1"
1'7"
1'6"1'6"1'2"
1'4"1'5"
2'3"
2'1"2'7"3'1"3'1"2'3'4"3'3"1'11"3'5"2'1"2'3"
2'9"
2'1"
2'4"
1'4"1'5"1'4"1'3"1'6"1'6"1'11"1'5"2'3'10"1'3"1'6"1'4"3'9"1'5"1'11"
3'11"3'9"1'7"
3'10"4'10"4'9"
4'10"1'3"
1'8"
4'1"4'9"4'9"2'7"2'10"4'1"6'6"5'7"2'9"1'1"
2'7"
3'4"
2'10"
2'3"1'10"8"10"
2'9"
2'6"
2'1"1'8"1'11"
2'5"2'3"
2'7"
2'11"
1'7"1'9"2'2"2'2"1'7"
4'9"4'11"2'8"2'1"2'8"2'7"2'5"
7"1'1"1'4"2'2'1"2'9"
6'3"
5'4"
5'3"4'9"
5'7"3'10"
4'11"
5'11"6'8"6'11"3'10"
1'6"
4'1"4'2"4'7"
5'9"
5'8"4'8"5'11"
3'11"
4'1"
3'9"
4'5"
2'11"3'1"
5'2"
4'11"
4'7"4'1"4'6"
4'8"4'6"5'3"4'6"4'9"4'11"
3'7"
4'
1'
HH
HHHHHHELEC VLT
2 WMELEC VLT HHHH
SLHHSOUTHRENTON
RULES ®ULATIONSLOADLIMITLP W / SPEEDLIMIT SIGNSLHH
HANDICAPGUIDELINES
PERMITPRKGBIKESTORAGEHANDICAPNO PARKFIRE LANE
WV
ELECPEDGROUNDRODSTOPSIGN
BUSINFO STOPSIGN
STOPSIGNBUSINFO
SOLID YELLOWSOLID WHITE
SOLID WHITE
SOLIDYELLOW
HANDICAPSOUTHRENTONSOUTHRENTONSOUTHRENTON
PERMITPRKG
PERMITPRKG
1.5' RET WALLPLANTER
1.5' RET WALLPLANTER
MWEL=26.43MWEL=27.18 MWEL=27.18
MWEL=27.04
MWEL=27.17
MWEL=26.07
MWEL=27.58MWEL=26.71
MWEL=26.87
MWEL=27.59 MWEL=27.00 MWEL=26.12
MWEL=26.25
MW RTN001-13EL=26.03
MWEL=26.11 MW RTN002-05EL=26.32MW RTN002-06EL=26.35
2'10"
3'10"3'0"
4'0"4'3"4'6"4'11"5'0"
5'5"
6'0"
6'3"6'6"7'0"7'2"
7'9"
8'0"8'2"8'6"10'0"
10'7"
CO
2 WV
ELECVLT HH
HH
PROPE
R
T
Y
LINE, T
Y
P
24
S GRADY WAY
LAKE
A
V
E
S
RAINIER AVE
S
S 7TH ST
HARDIE
A
V
E
S
W
S GRADY WAY
RAINIER AVE
S
RAINIER
A
V
E
S
SW GRADY WAY
S GRADY WAY
SW 7TH ST
CO COCOCOCOCOCOCOCO
COCOCO
CO
CO
CO
X
X
CONC
CONC
ASPH
SSMHRIM=27.27UNABLE TO OPEN
SSMH48"Ø CONCRIM=25.79IE 8" CONC NE=17.1IE 6" CONC E=18.5IE 8" DI SE=21.8IE 8" VC SW=18.2
RIM=27.64UNABLE TOACCESS
SDMH60"Ø CONCRIM=26.6212" CPP NE=UNABLE TO SEEIE 30" CONC NE=19.1IE 30" CONC W=19.4WAT=20.4 BOT=18.7
CB1.7' X 2.2' CONCRIM=25.21IE 12" CPP SW=23.0WAT=23.0 BOT=22.6
SDMH60"Ø CONCRIM=26.13IE 12" CPP NE=21.5IE 27" CONC E=19.7IE 30" CONC SW=19.2WAT=20.4 BOT=17.6
CB2.1' X 1.6' CONCRIM=25.47IE 8" CONC N=24.1IE 12" CPP SW=24.0WAT=24.0 BOT=23.6 CB2.1' X 1.8' CONCRIM=26.15IE 12" CONC N=20.3IE 12" UNK S=19.9WAT=20.6 BOT=18.8
SDMHRIM=26.16UNABLE TO OPEN
CB1.6' X 2.1' CONCRIM=25.82IE 4" CONC S=24.1IE 12" CPP NW=24.1WAT=23.9 BOT=23.2
CB1.4' X 1.4' CONCRIM=26.93N PIPE NOT VISIBLEIE 6" DI W=26.0WAT=26.4 BOT=24.5
SDMH60"Ø CONCRIM=27.40IE 27" CONC W=19.8IE 27" CONC NE=19.4WAT=19.6 BOT=18.9
SS
SD
6" CONC
SW
2VLTS
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
ASPH
LA
N
D
S
C
A
P
I
N
G
SW
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
SIGN POST ONCONC BASE
OE
OE
OE
EO
P
EO
P
CB2.2' X 1.9' CONCRIM EL=25.02IE 12" RCP E=21.8WAT=21.9 BOT=20.4
SD
SS
SS
SS
SS
SS
COMCAST
C
O
M
C
A
S
T
CO
M
C
A
S
T
2-PSE
2-PSE
W
W
W
1'7" DP
1'6" DP
1'9" DP
1'5" DP
1'7" DP
SS SS
SS
SS
SS
SS
SS
2'1"
2'9"
MWEL=26.43
MWEL=27.18
MWEL=27.18
8'0"
8'2"
8'6"
10'0"
SS
SS
SS
SS
SS
CB1.6' X 2.1' CON
C
RIM EL=26.01
IE 6" PVC SE
=
2
4
.
7
WAT=24.8 BOT
=
2
2
.
6
S
D
S
D
LAKE 400+00
LAK
E
4
0
1
+
0
0
GRADY 159+
0
0
LAKE STA 400+00.05= GRADY STA 158+70.91
RAILAKDW 717+00
RAILAKDW 718+00 RAILAKDW 719+00 RAILAK
D
W
7
2
0
+
0
0
RAILA
K
D
W
7
2
1
+
0
0
27
27 28
29
29
30
30
28
28
29
27
28
26
28
2626
27
26
28
2
8
29 28
29
27
IE (OUT) 23.20
SF
SF
SF
SF
SF
SF
SF
CO
20 40
SCALE IN FEET
01020
(1" = 20')
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 04/05/2024 J. ALTCHECH 10/22/2024 04/05/2024
CIVIL
TESC PLAN
S RENTON TRANSIT CENTER
BT120-CTP204
BT120
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
1"=20'
N
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LIN
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
01
/
1
7
/
2
5
|
3
:
0
9
P
M
|
S
A
K
S
H
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P
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W
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R
K
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N
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\
J
A
C
O
B
S
_
B
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I
\
S
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C
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D
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4
3
6
1
2
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-
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T
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1
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S1-BT120-CTP201-205 FACILITY ID:
Xrefs: xS1-BT120-VSF100 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK010 xS1-BTP120-CAP001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001 xS1-BT120-VRX001
OSBORNCONSULTINGINCORPORATED
2
2
2
102
103
201 202
203 204
205
SW 7TH ST
RAIN
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
KEY MAP
SW GRADY
WAY
101 104
105
107
106
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-
C
T
P
2
0
3
MAT
C
H
L
I
N
E
:
SEE
D
W
G
B
T
1
2
0
-
C
T
P
2
0
5
MATCHLINE:SEE DWG BT120-CTP202
MATCHLINE:
SEE DWG BT
1
2
0
-
C
T
P
1
0
4
MATCHLINE:
SEE DWG BT
1
2
0
-
C
T
P
1
0
5
MA
T
C
H
L
I
N
E
:
SE
E
D
W
G
B
T
1
2
0
-
C
T
P
1
0
6
2
2
13
01-20-2025 0059
RTA/CN 0205-24
Stormwater Flow Direction
Asphalt Berm
GENERAL NOTES:
1. CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL
(TESC), AS NEEDED.2. PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATIONPLANS, SEE DRAWINGS BT120-CSP101-106, ANDBT120-CSP201-205.
3. PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CSP101-106, AND BT120-CSP201-205.4. FOR DRAINAGE PLANS, SEE DRAWINGS
BT120-CDP101-106, AND BT120-CDP201-205.5. CLEARING LIMITS IN LANDSCAPING AREAS WITHIN
THE PROJECT LIMITS SHALL BE DELINEATED WITHSILT FENCE INSTALLED AT A 2-FOOT OFFSET FROMTHE INSIDE OF THE CHAIN LINK FENCE EXCEPT ATDRIVEWAY AND SIDEWALK LOCATIONS.6. AT A MINIMUM, DISTURBED AREAS SHALL BE
SODDED OR SEEDED AND MULCHED TO ENSURETHAT SUFFICIENT COVER WILL DEVELOP SHORTLYAFTER FINAL APPROVAL.7. USE WSDOT STANDARD SPECIFICATIONS UNLESSOTHERWISE NOTED.
8. AN ADMINISTRATIVE ORDER WAS ISSUED WITH THENPDES CONSTRUCTION PERMIT FOR THE PROJECT.
STORMWATER TREATMENT AND SAMPLING ISREQUIRED AS PART OF THE PERMIT. SEE NPDESPERMIT WAR314062 FOR DETAILS.
INLET PROTECTION
SILT FENCE
COMPOST SOCK
CONSTRUCTION FENCE
LEGEND:
SFSF
STABILIZED CONSTRUCTION ENTRANCE
CONCRETE WASHOUT AREA
KEY NOTES:
2 INSTALL INLET PROTECTION PER COR STD PLAN 216.30. SEEDRAWING BT120-CTD102 FOR DETAILS.
3 INSTALL SILT FENCE PER COR STD PLAN 214.00.
4 INSTALL COMPOST SOCK PER WSDOT STD PLAN I-30.40-02. WHENCOMPOST SOCKS ARE USED ON PAVEMENT, HEAVY CONCRETEBLOCKS SHALL BE USED TO PREVENT THE COMPOST SOCKFROM MOVING DURING RAINFALL/RUNOFF EVENTS.
7 INSTALL CONSTRUCTION FENCE - 6 FOOT HIGH CHAIN LINKFENCE WITH BLUE FABRIC MESH AND SOUND TRANSIT LOGO.
CONC
CONC
CONC SIGN
DEBRIS
SIGNSIGN
SIGN
CONC
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPH
ASPH
ASPH
ASPH ASPH
ASPH
ASPHASPH
ASPH
ASPH
ASPH
ASPH
ASPH
ASPH
UT
UT
UT
UT
H
H
H
H
H
VLT
VLT
VLT
VLT
VLT
HH
VLTS
VLT
BUS SHELTERTRASHBIN TRASHBINSW SW SW
SW
DRW DRW
BUS SHELTERTRASHBIN
TRAFFICCONTROLCABINET
C&G
C&G
C&G
C&G
C&G C&G
C&G C&G
SW
SW
SW
DRW
DRW
SW
SW
DRW
SW
SW
SW
SW
DRW
EXTR CONC CUR
B
EXTR CONC C
U
R
B
EXTR CONCCURB
CONC WALL
6" CONC
8" VC
8" CONC
18" CONC
TTTETRAFFICVLTTMHGV2WVFOFOGVGVGVWV4WV
WVWVGV
2 MISCMH
GVGV
FO FOFOMW TMHICVICV
2WV TMH
GV
WVWVWV
ICVICVICVICVICV
WV
WV
ICVICV
WMWV
2WMWV
WMICV
GV
GATE CW SW
SW
FH
CONCBENCH
ASPH
4' WOOD F
N
C
CW
SW
CO
N
C
B
E
N
C
H
CONC BENC
HARTWORKCONC
DRW
DRW
SW
ASPH
ASPH
ASPHCONC SEAMS (TYP)
C&G
C&G
C&G
C&G
C&G
ASPH
SW
SW
SW
DRW
DRW
E
COEE
E
E E
E
E
E
W
E
EE
EEEE
WV
WV
3WV
WV
WV
3WV
WV
WV
WV
WV3WVWVWV
WV3IRRG
2IRRG
2IRRG
GV
GV
GV
WM
WM
E
2WV
WM
3TRAFFIC CONTROLCABINETS
GV
GV
GM
WM
WMWM
WM WVWV
3WV
WV
WM
W VLT
2VLTS
HH
TTMH
GM
DETECTORLOOP (TYP)
DETECTORLOOP (TYP)
6' CLEF
6' TEMP CLEF
6' TEMP CLEF
6' TEMP CLEF
6' TEMPCLEF
8' CLEF
ASPH
ASPH
ASPH
5.5' CLEF
SW
2' FNC C&G
C&G
C&G
GATE
6' CLEFASPH
5.5' CLEF
6' CLEF
BLDGEQUIP
GAZEBO
CONC
SW
SW
SW
SW SW
C&G
SW
SW
SWC&G
CONC BASEREMOVED LT
4 BLRD
3 BLRD
3 BLRD
2 BLRD
6' TEMP C
L
E
F
6' CLEF
2 BLRD
/
/
/
///
/
/
/
//
/
////
///
/
///
/
//
///
3 BLRD
WHEEL STOPS (TYP)
WHEEL ST
O
P
S
(
T
Y
P
)
6' TEMP CLEF
SIGN POST ONCONC BASE
WHEELSTOPS (TYP)
6' CLEF
DETECTORLOOP (TYP)DETECTORLOOP (TYP)
PIVGATE
STORAGESHED
MISCVALV
SHELTERCANOPY
EOP
EOP
EOP
EOP
BLDG
BLDG BLDG
BLDG
SS
METAL POLE
METAL POLEMETAL POLE
////
SL
SL
FOFO
W
SD
SS
CENTURYLINK
CENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FOCENTURYLINK FO
CENTURYLINK FO
CENTURYLINK FO
CENTURYLIN
K
F
O
PSE
2-PSE
2-PSE
3-PSE
PSE
2-PSE
2-PSE
2-PSE 2-PSE
2-PSE
2-PSE
2-PSE
2-PSE 2-PSE
PSE
PSE
PSE
PSE
PSE PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
PSE
RENTONRENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON
RENTON RENTON
RENTON
RENTONRENTON
RENTON
RENTON
RENTONRENTON
WSDOT FO
WSDOT F
O
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FO
2-ZAYO FOPSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GAS
PSE GA
S
PSE GAS
PSE GAS
PSE GAS
FOVLT
2WM
HH
GV
IRRG
BOREHOLEGA-10EL=26.31
BOREHOLESB-1EL=27.17
BOREHOLEGA-14EL=26.36
BOREHOLEP-14EL=25.43
BOREHOLEP-12EL=25.14
BOREHOLEGA-1EL=25.09 BOREHOLEGA-2EL=25.98
MWEL=25.08
BOREHOLERW10EL=25.30
MWGWMW-3EL=26.16
BOREHOLEGA-3EL=25.97
MWGWMW-1EL=26.60 BOREHOLEGA-4EL=26.06BOREHOLESH-5EL=26.22
BOREHOLEGA-8EL=26.69
BOREHOLEGA-5EL=27.71
BOREHOLEGA-7EL=27.67
BOREHOLEGA-6EL=27.90
BOREHOLEGA12EL=26.45
BOREHOLEGA-13EL=26.06
BOREHOLEP-15EL=25.66
5'4" DP6'8" DP5' DP
4' DP4' DP
3' DP3'9" DP3'4" DP
2'11" DP6'9" DP1'DP1'11" DP
2'3"DP
2' DP2' DP3'11" DP
3'6" DP
5'9" DP 7'2" DP6'11" DP 7' DP6'6" DP 4'4" DP4'3" DP 3'7" DP 2' DP 7'11" DP11' DP4'9" DP4'9" DP13'6" DP6'3" DP5'8" DP
4'1" DP
3'6" DP
4'8" DP
12'6" DP13'6" DP11'6"DP10' DP
8'5" DP
8'11" DP8'10" DP
9' DP
2'2" DP
2'8" DP2'7" DP
2'8" DP
3'6" DP3'9" DP3'10" DP4'3" DP
2'3" DP1'7" DP
5'4" DP4'DP3'7"DP
4'11" DP5'2" DP
4'6"DP3'5"DP
5'7" DP
2'7"DP2'4"DP
5'8" DP
3' DP3'9" DP3'6"DP4'11" DP
6'7" DP
3'9" DP
2'2" DP2'4" DP5'8" DP
8'6" DP
9'11" DP
10' DP
2'DP5'10" DP10' DP
3'8" DP3'11"DP 5'1" DP5'3" DP5'2" DP6'4" DP6'3" DP6'7" DP
2' DP3'2"DP2'6" DP
1'4" DP2'1" DP
7' DP
7' DP
2'8" DP
4'11" DP6'3" DP8' DP2'2" DP1'3"DP
2'5" DP
1'10" DP
2'3" DP
4'11" DP3'11" DP
2'8" DP
3'6"DP
3'10" DP
2'7" DP2'4" DP3'4" DP3'10" DP3'5" DP
3'2" DP
3'11" DP3'9" DP2'4" DP
3'3" DP
5'5"DP
4'10" DP
4'4" DP
5'3" DP
1'10" DP
1'2" DP1'6" DP
1'8" DP
2'3" DP
5'6" DP
4'8" DP5'8" DP3'11" DP6'1" DP
6'4" DP6'1" DP5'4" DP
4' DP
5'4" DP4'11"DP
4' DP
3'6" DP
5' DP
5'11" DP
6'9" DP5'4" DP7'11" DP6'7" DP4'5" DP
2'8" DP
6'9" DP6' DP
7'6" DP 5'6" DP
1'9" DP2'5" DP
2'DP
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"W
12"WABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
ABAN-W
12"W
12"W
12"W
12"W
12"W
12"W
400
404
418
CONC SEAMS (TYP)
C&G
WV
WV
EXTRUDED CURB
CO
2 BLRDFH
EXTR CONCCURB
EXTR CONCCURB
4'11" DP5'5" DP2'6" DP1'3" DP1'11" DP
2'2" DP 2'2" DPBROADBANDVAULT2'11" DP
3' DP2'3" DP
1'11" DP
2'3" DP3'11" DP 4'11" DP
5'2" DP4'4" DP
4'5" DP5'6" DP
6' DP4' DP
5'5"DP6'7" DP
4'2" DP2'4" DP12' DP6'11"
3'6"
4'8"
8'11"
1'7"
2'
3'9"
4'10"
6'9"4'5"
ED(TYP.)
ED(TYP.)
ED(TYP.)
ED(TYP.)
2'5"2'7"3'8"2'2"
3'10"
4'1"4'9"7"4'1"
3'11"5'9"
5"
2'1"
1'11"
9"2'4"3'1"2'11"3'3"
3'11"3'5'2"
4'1"
4'7"2'11"2'9"1'4"1'7"
2'9"
2'1"2'7"2'11"
3'4"
3'9"2'10"
4'9"4'11"2'8"2'1"2'8"2'7"2'5"
7"1'1"1'4"2'2'1"2'9"
6'3"
5'4"
5'3"4'9"
5'7"3'10"
4'11"
5'11"
6'8"6'11"3'10"
1'6"
4'1"4'2"4'7"
5'9"
5'8"4'8"5'11"
3'11"
4'1"
3'9"
4'5"
2'11"3'1"
5'2"
4'11"
4'7"4'1"4'6"
4'8"4'6"5'3"4'6"4'9"4'11"
3'7"
2 WM
BIKESTORAGE
WV
6" TREE30' DLN
1.5' RET WALLPLANTER
1.5' RET WALLPLANTER
MWEL=26.43MWEL=27.18 MWEL=27.18
MWEL=27.04
MWEL=27.17
MWEL=26.07
MWEL=27.58MWEL=26.71
MWEL=26.87
MWEL=27.59 MWEL=27.00 MWEL=26.12
MWEL=26.25
MW RTN001-13EL=26.03
MWEL=26.11 MW RTN002-05EL=26.32MW RTN002-06EL=26.35
2'10"
3'10"3'0"
4'0"4'3"4'6"4'11"5'0"
5'5"
6'0"6'3"6'6"7'0"7'2"
7'9"
8'0"8'2"8'6"10'0"
10'7"
CO
2 WV
HH
PROPE
R
T
Y
LINE, T
Y
P
24
CO COCOCOCOCOCOCOCO
COCOCO
CO
CO
CO
X
X
X
X
X
X
X
X
X
X
X
X
X
X
R
A
I
N
I
E
R
A
V
E
S
N
B
R
A
I
N
I
E
R
A
V
E
S
S
B
GRADY
W
A
Y
E
B
ASPH
ASPH
ASPH
SSMH
36"Ø CO
N
C
RIM=27.
9
7
IE 8" VC
N
E
=
1
4
.
5
IE 8" CO
N
C
S
=
1
3
.
9
2.3' X 2.
0
'
C
O
N
C
CB2.1' X 1.
9
'
C
O
N
C
RIM=26.
6
1
IE 12" D
I
S
E
=
2
2
.
7
IE 12" D
I
W
=
2
2
.
7
WAT=22.6
B
O
T
=
1
9
.
8
INLET
RIM=26.8
8
CB2.1' X 1.
8
'
C
O
N
C
RIM=26.4
2
IE 12" C
P
P
N
W
=
2
3
.
6
WAT=23.
2
B
O
T
=
2
1
.
8
INLET
RIM=28.7
5
SDMH
48"Ø BR
I
C
K
RIM=28.8
9
IE 30" C
O
N
C
E
=
1
9
.
9
IE 24" C
O
N
C
W
=
1
9
.
8
WAT=20.
4
B
O
T
=
1
9
.
5
CBRIM=26.
7
8
IE 8" DI
S
=
2
5
.
5
WAT=25.3
B
O
T
=
2
2
.
9
CBRIM=25.9
0
CB2.3' X 2.
2
'
C
O
N
C
RIM=25.6
5
IE 6" DI
S
=
2
4
.
5
WAT=24.
4
B
O
T
=
2
1
.
3
SD
SD
S
S
S
S
S
S
S
S
S
S
S
S
S
D
30" CO
N
C
8
"
C
O
N
C
HH
12" TRE
E
28' DLN
11" STU
M
P
CONC
B
E
N
C
H
LANDSCAPI
N
G
C
O
N
C
5" TREE
8' DLN
5" TREE
11' DLN
RAISED
M
A
R
K
E
R
S
RAISED
M
A
R
K
E
R
S
R
A
I
S
E
D
M
A
R
K
E
R
S
R
A
I
S
E
D
M
A
R
K
E
R
S
S
W
MULTIPL
E
6" TREE
S
35' DLN
A
S
P
H
OE
OE
OE
SWL
A
N
D
S
C
A
P
I
N
G
D
R
W
E E E ERIM= 28.
6
6
WV
WV
HH
HH
HH
3HH
HH 2 HH
HH
4ELEC
V
L
T
WM
3TRAFF
I
C
C
O
N
T
R
O
L
CABINET
S
W
E
EE
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
SD
SD
SD
FO
FO
FO
FO
FO
FO
FOFO
S
D
S
D
SS
SS
SS
SS
SS
E
FOF
O
FO
CONC B
A
S
E
REMOVE
D
L
T
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
INLET
RIM EL=
2
6
.
7
8
UNABLE
T
O
O
P
E
N
CB60" CON
C
RIM EL=
2
8
.
3
5
IE 24" C
P
P
N
=
1
9
.
4
IE 30"
C
P
P
N
E
=
1
9
.
8
IE 12"
C
P
P
S
=
2
1
.
7
IE 36"
C
P
P
S
W
=
1
9
.
6
BOT=17
.
8
SDMH
48" CON
C
RIM EL=
2
8
.
7
1
IE 12" D
I
N
=
2
2
.
6
IE 12"
D
I
S
=
2
2
.
8
WAT=22
.
6
B
O
T
=
2
0
.
6
CB1.6' X 2.
1
'
C
O
N
C
RIM EL=
2
6
.
9
IE 12" R
C
P
N
E
=
2
3
.
2
IE 8" DI
S
W
=
2
3
.
2
IE 8" D
I
N
W
=
2
3
.
6
WAT=23.
2
B
O
T
=
2
2
.
0
0
CB1.7' X 2
.
2
'
C
O
N
C
RIM EL=
2
6
.
5
5
IE 4" CO
N
C
W
=
2
5
.
2
WAT=25
.
2
B
O
T
=
2
4
.
9
SD4" CON
C
3
0
"
C
P
P
COMCA
S
T
COMCA
S
T
2-PSE
2-PSE
2-PSE
2-ZAYO
F
O
UTIL VL
T
HH
BOREHO
L
E
GA12
EL=26.4
5
BOREHO
L
E
GA-13
EL=26.06
BOREHO
L
E
EL=25.66
5'9" DP
7'2" D
P
6'11" D
P
7' DP
6'6" DP
4'10" D
P
5'9" DP
4'7" DP
1'6" D
P
1'3" DP
1'9" DP
1'7" DP
2'5" DP
1'7" DP
1'7" DP
1'4" DP
1'5" DP
1'10" D
P
2
'
1
"
D
P
1
'
1
1
"
D
P
2
'
5
"
D
P
2
'
D
P
2
'
4
"
D
P
2'
1
0
"
D
P
2
'
5
"
D
P
2
'
D
P
4'11" DP
5
'
2
"
D
P
1
2
"
W
1
2
"
W
1
2
"
W
SOLID
W
H
I
T
E
DASHE
D
W
H
I
T
E
SD
SD
SD
SD
3' DP
2'3" DP
1'11" DP
1' 11" DP
1'7" DP
3'8" DP
4'9" DP
3' DP5'8" DP
5'10" DP
6'2" DP5'5" DP
6'11"
ED(TYP.
)
MWEL=27.17
SD
SD
SD
SD
SD
SD
SD
HH
GRAD
Y
1
5
3
+
0
0
GRAD
Y
1
5
4
+
0
0
R
A
I
N
I
E
R
2
0
2
+
0
0
S GR
A
D
Y
W
A
Y
R
A
I
N
I
E
R
A
V
E
S
28
29
29
27
28
28
27
26
25
24
28
SF
SF
SF
SF
SF
SF
SF
SF
SF
S
F
S
F
S
F
S
F
S
F
20 40
SCALE IN FEET
01020
(1" = 20')
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 04/05/2024 J. ALTCHECH 10/22/2024 04/05/2024
CIVIL
TESC PLAN
S RENTON TRANSIT CENTER
BT120-CTP205
BT120
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
1"=20'
N
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LIN
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
01
/
1
7
/
2
5
|
3
:
0
9
P
M
|
S
A
K
S
H
I
G
C:\
P
W
W
O
R
K
I
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G
\
J
A
C
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B
S
_
B
&
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\
D
0
4
3
6
1
2
0
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S
1
-
B
T
1
2
0
-
C
T
P
2
0
1
-
2
0
5
.
D
W
G
S1-BT120-CTP201-205 FACILITY ID:
Xrefs: xS1-BT120-VSF100 xS1-BTP120-CPP001 xBRT-CUD05-TB22x34 xS1-BT120-GZK010 xS1-BTP120-CAP001 xS1-BT120-CGP001 xS1-BT120-CMP001 xS1-BT120-CTP001 xS1-BT120-CTN101 GB-SEAL-SS56324 xS1-BT120-CDP001 xS1-BT120-RPP001 xS1-BT120-VRX001
OSBORNCONSULTINGINCORPORATED
M
A
T
C
H
L
I
N
E
S
E
E
D
W
G
B
T
1
2
0
-
C
T
P
1
0
1
MATCHLINESEE DWG BT120-CTP203
3
2
2
2
102
103
201 202
203 204
205
SW 7TH ST
RAIN
I
E
R
AVE
S
HA
R
D
I
E
AV
E
S
W
SR
-
1
6
7
KEY MAP
SW GRADY
WAY
101 104
105
107
106
MATC
H
L
I
N
E
SEE D
W
G
B
T
1
2
0
-
C
T
P
1
0
4
4
7
3
2
01-20-2025 0060
RTA/CN 0205-24
Stormwater Flow Direction
Sewer Flow Direction
N
20 40
SCALE IN FEET
01020
(1" = 20')
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LIN
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
06
/
0
4
/
2
5
|
1
2
:
0
9
P
M
|
S
A
K
S
H
I
G
C:\
P
W
W
O
R
K
I
N
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\
J
A
C
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B
S
_
B
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B
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N
C
O
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L
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G
.
C
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\
D
0
4
7
1
7
8
9
\
S
1
-
B
T
1
2
0
-
C
T
P
7
0
2
.
D
W
G
S1-BT120-CTP702 FACILITY ID:
Xrefs: xBRT-CUD2-TB22x34 xS1-BTSL1-VRX101 xS1-BT120-CAP701 xS1-BT120-GZK701 xS1BT120-CDP101 xS1-BT120-CSP701 xS1-BT120-CPP701 xS1-BT120-VSF700 xS1-BT120-CTP701 GB-SEAL-SS56324 xS1-BT120-CTN701
OSBORNCONSULTINGINCORPORATED
MA
T
C
H
L
I
N
E
:
N
O
T
U
S
E
D
T
H
I
S
S
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R
I
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S
MA
T
C
H
L
I
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:
N
O
T
U
S
E
D
T
H
I
S
S
E
R
I
E
S
2
2
WSDOT LIMITED ACCESS
PROPERTY LINE
1
1
1
1
2
FLOODPLAIN EXCAVATION AREA
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER RDWY IMP
BT120
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
EROSION AND SEDIMENT CONTROL PLAN
SR167 STA. 1002+50.00 TO STA. 1008+00.00
BT120-CTP702
BT120
661 1
S. SRIDHARAN
H. ONG
R. PARISH
S. SRIDHARAN
RTA/CN 0205-24
1"=20'
1
X
X
X
X
X
X
X
X X X
SR-167 SB
SR-167 NB
SR-167 SB
SR-167 NB
SR-167 SB
SR-167 NB
SR-167 SB O
N
-
R
A
M
P
I-405 W
B
O
N
-
R
A
M
P
AS
P
H
AS
P
H
UTUT
B
R
I
D
G
E
E
D
G
E
BR
D
G
CO
L
U
M
N
EX
I
T
EOP
EOP
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
SD
SD
SDSDSDSDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
OE
OE
OE
OE
OEFO
FO
FO
FO
FO
FO
FO
SD
SD
SD
CO
M
C
A
S
T
CO
M
C
A
S
T
HH
PO
T
H
O
L
E
0
8
GN
D
E
L
=
2
5
.
9
6
3-
2
"
P
W
R
C
N
D
TO
P
O
F
C
N
D
E
L
=
2
4
.
3
3
HH
UT
I
L
VL
T
HH
CBRI
M
=
2
3
.
9
4
DU
G
6
'
D
I
D
N
O
T
F
I
N
D
/////////////////////
/////////////////////////////////////////////////////
/
///////////////////////////
SR167DL LINE 84+05
SR167
D
L
L
I
N
E
8
5
+
0
0
DL LINE 86+00
SR167AL_NB LINE 2+00
SR167
A
L
_
N
B
L
I
N
E
3
+
0
0
SR1
6
7
A
L
_
N
B
L
I
N
E
3
+
5
4
SR167 LINE 1004+00 SR167 LINE 1006+00 SR167 LINE 1008+00
SB WA-167
NB WA-167
BT1
2
0
-
C
-
S
R
1
6
7
D
L
L
I
N
E
BT120-C-S
R
1
6
7
A
L
_
N
B
L
I
N
E
BT120-C-SR167 LINE
HVS
HVS
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GENERAL NOTES:
1.CONTRACTOR SHALL MAINTAIN AND ADJUSTTEMPORARY EROSION AND SEDIMENT CONTROL(TESC), AS NEEDED.
2.PROTECT EXISTING TREES AND SHRUBS UNLESSNOTED FOR REMOVAL. FOR SITE PREPARATION
PLANS, SEE DRAWINGS BT120-CXP701-703.3.PROTECT EXISTING DRAINAGE STRUCTURES SUCHAS CATCH BASINS, MANHOLES AND PIPES UNLESSNOTED FOR REMOVAL. SEE DRAWINGSBT120-CXP701-703.
4.REFER TO COR STD PLAN 220.20 FOR TRENCHINGAND SAWCUT LIMITS
5.AT A MINIMUM, DISTURBED AREAS SHALL BESODDED OR SEEDED AND MULCHED TO ENSURETHAT SUFFICIENT COVER WILL DEVELOP SHORTLYAFTER FINAL APPROVAL.6.SEE SITE PREPARATION PLANS, DRAWINGS
BT120-CXP701-703, FOR FLOODPLAIN EXCAVATIONAREA INFORMATION.
7.AN ADMINISTRATIVE ORDER WAS ISSUED WITH THENPDES CONSTRUCTION PERMIT FOR THE PROJECT.STORMWATER TREATMENT AND SAMPLING ISREQUIRED AS PART OF THE PERMIT. SEE NPDESPERMIT WAR314062 FOR DETAILS.
EROSION AND SEDIMENT CONTROL NOTES:
1 INSTALL HIGH VISIBILITY SILT FENCE PER WSDOT STD PLANI-30.17-01 SEE SHEET BT120-CTD701, HVF SHALL BE PLACEDAROUND THE TRENCH AREA WHILE MAINTAINING PUBLIC
ACCESS PER WSDOT STANDARD PLAN I-10.10-01.
2 INSTALL INLET PROTECTION PER WSDOT STD PLAN
I-40.20-00 SEE SHEET BT120-CTD702. FOR ADDITIONAL INLETPROTECTION, A SANDBAG BARRIER SHALL BE PLACEDUPSTREAM OF CATCH BASIN PER CITY OF RENTONSTANDARD PLAN 216.50 SEE SHEET BT120-CTD703.
INLET PROTECTION
HIGH VISIBILITY SILT FENCE
RIGHT-OF-WAY LINE
WSDOT LIMITED ACCESS
PROPERTY LINE
REMOVE ASPHALT PAVEMENT
CLEARING AND GRUBBING
LEGEND:
HVSHVS
6-9-2025
Stormwater Flow Direction