HomeMy WebLinkAboutAPPROVED_SRTC_CCP_DC12_20260722SIGN
ASPH
ASPH
VLT
CO
FO
W
W
W
C
C
W W W W
FO
FO
SD
SD
X
X
X
X
X
X
X
X
X
X
X
X
X
ASPH
X
X
X
X
X
X
X X X X X X X X X
GAZEBO
CONC
/
/
/
//
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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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E
E
E
E
E
E
SSSSSS
CO
M
C
A
S
T
F
O
CO
M
C
A
S
T
PSE
PS
E
PS
E
G
A
S
E
E
E
E
E
E
E
E
E
G
E
E E E
E
E
E
E
E
E
E
E
E
E
C
C
C
C
C
1'1
1
"
D
P
1'7
"
D
P
3'9
"
D
P
2'2
"
D
P
2'4
"
D
P
5'8
"
D
P
8'6
"
D
P
CO
2'
4'
SS
SS
2'9"
4'2'
3'
3'
3'
3'
3'1
0
"
4'1
"
4'9
"
7"
4'1"
3'1
1
"
5'
9
"
5"
2'1
"
1'
1
1
"
SS
SS
S
S
SS
S
S
S
S
S
S
S
S
SS
S
S
SS
S
S
SS
2'10
"
3'10
"
3'0"
4'
0
"
4'3
"
4'6
"
4'1
1
"
5'
0
"
5'5
"
6'
0
"
6'3
"
6'
6
"
7'0
"
7'
2
"
CO
N TC 511+00
N T
C
5
1
2
+
0
0
N T
C
5
1
3
+
0
0
N TC 514+00
N TC 515+00
S T
C
6
1
1
+
0
0
S T
C
6
1
2
+
0
0
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^
^^^^^^^^^^^^^^^^^
TCE
EXISTING ROW LINE
WALL LAYOUT LINE (LOL)
AP
WALL SRTC STA 13+29.95 =
NTC STA 514+07.52, 35.33' LT
BEGIN WALL
WALL SRTC STA 10+00.00 =
NTC STA 510+83.84, 57.04' LT
1
0
+
0
0
11
+
0
0
12
+
0
0
13
+
0
0
14+00 15+00
BP = 10+00.00
PI = 13+29.95
PC = 10+04.39
PT = 10+21.31
15
20
25
30
35
40
45
EG
TOF
FG
TOW
STA 10+99.00
EL=25.85
STA 10+99.00
EL=26.52
STA 11+47.00
EL=26.52
STA 11+47.00
EL=27.18
STA 12+03.00
EL=27.18
STA 12+03.00
EL=27.85
STA 12+59.00
EL=27.85
STA 12+59.00
EL=28.52
STA 12+99.00
EL=28.52
STA 12+99.00
EL=29.18 STA 13+39.00
EL=29.18
STA 13+39.00
EL=29.85
STA 13+87.00
EL=29.85
STA 13+87.00
EL=30.52
STA 10+50.00
EL=25.85
STA 10+00.00
EL=23.84 STA 11+38.00
EL=23.84
STA 11+38.00
EL=24.34
STA 12+42.00
EL=24.34
STA 12+42.00
EL=24.84
STA 13+12.00
EL=24.84
STA 13+12.00
EL=25.34
STA 13+75.00
EL=25.84
STA 13+75.00
EL=25.34
STA 14+62.00
EL=26.34
STA 14+62.00
EL=25.84
24
.
5
9
24
.
6
10+00
24
.
3
24
.
8
6
24
.
4
25
.
1
7
24
.
5
25
.
5
1
24
.
7
11+00
25
.
8
4
24
.
9
26
.
1
8
25
.
2
25
.
3
25
.
4
12+00
25
.
5
27
.
3
7
25
.
5
27
.
6
9
25
.
7
28
.
0
4
25
.
8
13+00
28
.
5
3
26
.
1
28
.
9
5
26
.
2
29
.
2
9
26
.
4
29
.
6
3
26
.
5
14+00
29
.
9
4
26
.
7
30
.
1
2
26
.
7
30
.
1
3
26
.
8
26
.
9
15+00
WALL SRTC
STA 10+00.00
EL=25.21
STA 10+50.00
EL=25.21
N
20 40
SCALE IN FEET
01020
(1" = 20')
MA
T
C
H
L
I
N
E
:
W
A
L
L
S
R
T
C
S
T
A
1
5
+
0
0
.
0
0
SE
E
D
W
G
B
T
1
2
0
-
S
W
P
1
0
2
MA
T
C
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L
L
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0
.
0
0
SE
E
D
W
G
B
T
1
2
0
-
S
W
P
1
0
2
NOTES:
1.REFER TO STRUCTURAL DETAILS AND SECTIONS IN
STRUCTURAL SHEET BT120-SGD161.
2.PREPARE SUBGRADE PER GEOTECHNICAL DETAILS.
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
STRUCTURAL
RETAINING WALL PLAN AND PROFILE
BT120-SWP101
BT120
A. ESPARZA
L. REDMAN
A. FORTNER
A. ESPARZA
0 12/10/2024 AE DP AE ISSUED FOR BID
1 6/13/2025 AE AJF AE ADDENDUM #1
RTA/CN 0205-24
1"=20'
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LI
N
E
I
S
1
"
A
T
FU
L
L
S
C
A
L
E
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
07
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S1-BT120-SWP101-102 FACILITY ID:
Xrefs:
xS1-BT120-CPP001
xS1-BT120-VRX001
xS1-BT120-CGP001
xS1-BT120-CAP001
xS1-BT120-CPP002
xS1-BT120-VSF100
xS1-BT120-GZK020
xS1-BT120-SWP001
xBRT-CUD05-TB22x34
Sewer Easement_1
xS1-BT120-CDP001
GB-SEAL-AEG22016264
A
CNWD #019A07/17/2026 MSAE AE
ADJUST FOOTING DIMENSIONS
AROUND STORM PIPE. SEE
BT120-SGD
FOOTING EXTENTS
SEE BT120-SGD161"
RETAINING WALL
CONTRACTOR ADJUST FOOTING
DEPTH TO AVOID CONFLICT
WITH STORM DRAIN PIPE, SEE
BT120-SGD161
NOTCH RETAINING WALL FOOTING
AROUND CATCH BASIN.
A
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16-July-2026
DEVELOPMENT ENGINEERING
msippo 07/22/2026
269
R-4332174
TE
D
-
4
0
-
4
3
3
2
C2
4
0
0
2
1
2
3
LU
A
2
4
-
0
0
0
2
3
3
PR
2
1
-
0
0
0
0
9
5