HomeMy WebLinkAboutP_SRTC Fence and Retaining Wall Plan Sheets_250204_v1STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT105
R. PARGAS 12/10/2024 J. ALTCHECH 12/10/2024 12/10/2024
CIVIL
FENCE DETAILS
BT120-CRD125
BT120
L. REDMAN
L. REDMAN
L. GILBERT
L. REDMAN
0 12/10/2024 LBR LDG LBR ISSUED FOR BID
RTA/LR OA 0206-19
NTS
STEEL PICKET FENCE REMOVABLE DETAIL
NTS
1
BT120-CPP106
4.0'4.0'4.0'
TOP OF CONCRETE
POST FOOTING
STEEL PICKET FENCE NON-REMOVABLE DETAIL
NTS
2
BT120-CPP204
6.0' **
TOP OF CONCRETE
POST FOOTING
8.0' **
6.0' **
6.0' FENCE HEIGHT = RAILAKDW 719+34.03, 17.49' LT TO LAKE STA 402+08.70, 68.94' LT
4.0' FENCE HEIGHT = LAKE STA 402+08.70, 68.94' LT TO LAKE STA 403+02.15, 43.96' LT
SEE DETAIL A
PE
R
M
A
N
U
F
A
C
T
U
R
E
R
4.
0
'
-
6
.
0
'
*
PE
R
M
A
N
U
F
A
C
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U
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E
R
MA
X
6
"
SEE NOTE 5
SEE NOTE 6
STEEL PICKET FENCE
REMOVABLE POST FOUNDATION
NTS
A
-
STEEL PICKET FENCE
NON-REMOVABLE
POST FOUNDATIONNTS
B
-
6.
0
'
-
8
.
0
'
*
*
SEE DETAIL B
PE
R
M
A
N
U
F
A
C
T
U
R
E
R
PE
R
M
A
N
U
F
A
C
T
U
R
E
R
PER MANUFACTURER
MAX 3.25" CLEARANCE
PROPOSED
GROUND
TOP OF CONCRETE
RETAINING WALL
SEE NOTE 4
6.0' PANEL WIDTH = ALL LOCATIONS EXCEPT WHERE NOTED OTHERWISE
8.0' PANEL WIDTH = NTC STA 511+05.00, 39.10' LT TO STA 518+13.00, 35.90' LT
PER MANUFACTURER
MAX 3.25" CLEARANCEPERFORATED METAL INFILL
PANEL WHERE OCS
PROTECTION IS REQUIRED ***
INSIDE
FACILITY
AREA
OUTSIDE
FACILITY
AREA
HSS SHAPED
POST
SIDE VIEW
METAL MESH
STEEL PICKET FENCE
NON-REMOVABLE
HIGH-SECURITY STEEL PICKET FENCE
NON-REMOVABLE
ON RETAINING WALL ONLY
STEEL PICKET FENCE
NON-REMOVABLE
INSIDE
FACILITY
AREA
OUTSIDE
FACILITY
AREA
METAL MESH FENCE AND FENCE
SIDE VIEW
FENCE ON RETAINING WALL
SIDE VIEW
MA
X
1
8
"
No.DATE DSN CHK APP REVISION
SUBMITTED BY:DATE:REVIEWED BY:DATE:DATE:
CONTRACT No.:
FILENAME:
SCALE:DRAWING No.:
SHEET No.:REV:
LI
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1
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A
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FU
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
11
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S
_
B
&
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A
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D
0
4
3
6
1
2
0
\
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1
-
B
T
1
2
0
-
C
R
D
1
2
5
-
1
2
9
.
D
W
G
S1-BT120-CRD125-129 FACILITY ID:
Xrefs:
xBRT-CUD05-TB22x34
SEE NOTE 7
FENCE POST
SEE NOTE 10
PL 1
4" x 10" DIA
W/ HOLE FOR SLEEVE
3
16
1'
-
6
"
3"
P
I
T
C
H
3" CLR
6"
P
I
T
C
H
12" DIA
FOUNDATION MIN
SEE NOTE 1
#3 SPIRAL
(4) #4 VERT REINF
1", TYP
PIPE DRAIN
1" MIN INT DIA
6" THK LAYER OF
GRANULAR, FREE
DRAINING MATERIAL
BOT PL 1
4 W/ 3
4" DIA
HOLE AT CTR
(4) 1
2" DIA X 6" LONG
STUDS AT PRMT
1"
JOINT FILLER AT PRMT
AT SOG
SOG WHERE OCCURS
3'
-
0
"
M
I
N
SE
E
N
O
T
E
1
SLEEVE
1
4" MIN WALL THK
SEE NOTE 2
3
16
1'
-
6
"
3"
P
I
T
C
H
6"
P
I
T
C
H
12" DIA
FOUNDATION MIN
SEE NOTE 1
3" CLR
#3 SPIRAL
(4) #4 VERT REINF
JOINT FILLER AT PRMT
AT SOG
SOG WHERE OCCURS
FENCE POST
SEE NOTE 10
NOTES:
1.PER MANUFACTURER WHERE MANUFACTURER
REQUIREMENTS INDICATE A LARGER FOUNDATION.
2.PROVIDE A STEEL SLEEVE SUCH THAT THE GAP
BETWEEN THE FENCE POST IS MINIMIZED, BUT THE
POST CAN STILL BE REMOVED.
3.POSTS ARE CENTERED ON WALL, UNLESS
OTHERWISE NOTED.
SEE SHEET BT120-SGD161 FOR DETAILS ON
NON-REMOVABLE FENCE CONNECTION TO RETAINING
WALL.
SEE SHEET BT120-EPD111 ELECTRICAL DETAILS FOR
DETAILS ON FENCE POST GROUNDING REQUIRED FOR
REMOVABLE FENCE.
CONTRACTOR SHALL PROVIDE A REMOVABLE, POSITIVE
CONNECTION BETWEEN THE ADJACENT FENCE PANELS TO
AVOID ANY DIFFERENTIAL DISPLACEMENT BETWEEN
POSTS.
THE FENCE SHALL BE ANTI-SCALE/CLIMB.
SEE SHEETS BT120-CPP101-106 AND BT120-CPP201-205
AND SHEETS BT120-CSP101-106 FOR LOCATION OF
REMOVABLE AND NON-REMOVABLE FENCE.
FENCE ASSEMBLY SHALL HAVE A MINIMUM POROSITY OF
50%.
THE CONTRACTOR SHALL DESIGN THE FENCE POST,
FENCE BEAMS, AND ANY FENCE ELEMENT AND THEIR
CONNECTIONS.
4.
5.
6.
7.
8.
9.
10.
4'
-
0
"
M
I
N
SE
E
N
O
T
E
1
MAX 9"
SEE NOTE 9
SEE NOTE 9
SEE NOTE 9
SEE NOTE 9
PROPOSED
GROUND
OUTSIDE
FACILITY
AREA
INSIDE
FACILITY
AREA
MA
X
6
"
HSS SHAPED
POST
HSS SHAPED
POST
HSS SHAPED
POST
HSS SHAPED
POST
0.5" MIN
3" MAX
I-BEAM SHAPED
POST
I-BEAM SHAPED
POST
0.5" MIN
3" MAX
MA
X
9
"
MA
X
9
"
RETAINING WALL
MA
X
3
0
"
MA
X
1
8
"
MAX 10"
SEE BT120-JCP204 FOR
CONDUIT SIZE AND
QUANTITY
1'
-
2
"
MI
N
FENCE HEIGHT FOR STEEL PICKET FENCE REMOVABLE
FENCE WIDTH FOR STEEL PICKET FENCE NON-REMOVABLE
8.0' FENCE HEIGHT AND METAL MESH FOR STEEL PICKET FENCE NON-REMOVABLE
RAILKADW STA 716+57.19, 27.24' LT TO STA 716+62.29, 27.27' LT
RAILAKDW STA 716+57.19, 18.83' LT TO STA 716+82.17, 18.69' LT
RAILAKDW STA 716+82.17, 18.69' LT TO STA 716+82.75, 27.29' LT
RAILAKDW STA 718+29.88, 20.26' RT TO STA 718+29.88, 19.19' RT
RAILAKDW STA 718+29.87, 16.23' RT TO STA 718+29.87, 15.05' RT
RAILAKDW STA 718+29.87, 15.05' RT TO STA 717+48.03, 15.21' RT
RAILAKDW STA 717+48.03, 15.21' RT TO STA 717+48.08, 38.03' RT
RAILAKDW STA 717+48.08, 38.03' RT TO STA 718+07.21, 37.92' RT
RAILAKDW STA 718+07.21, 37.92' RT TO STA 718+29.90, 32.92' RT
RAILAKDW STA 718+29.90, 32.92' RT TO STA 718+29.89, 28.26' RT
8.0' FENCE HEIGHT AND PERFORATED METAL FOR
STEEL PICKET FENCE NON-REMOVABLE CONTINUED
*
**
***
***
HSS
SHAPED
POST
8.0'
3
16
1/2" THICK 6.5" DIAMETER PLATE FOR CAMERA MOUNTING
1/2" HOLE IN CENTER OF PLATE FOR COMMUNICATIONS CABLE.
REFER TO BT120-JCD203 FOR CAMERA MOUNTING DETAIL
CAMERA
MOUNTING
DETAILNTS
C
BT120-JCD203
12/10/2024
0129
SIGN
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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///////
E
E
E
E
E
E
SSSSSS
C
O
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
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS
S
S
SS
2'1
0
"
3'1
0
"
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
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
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
D. PRINDLE
A. ESPARZA
0 12/10/2024 AE DP AE ISSUED FOR BID
RTA/LR OA 0206-19
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
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
11
/
1
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/
2
4
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9:
2
1
A
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E
D
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C:
\
P
W
W
O
R
K
I
N
G
\
J
A
C
O
B
S
_
B
&
I
\
J
E
G
_
E
X
-
R
E
D
M
A
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L
\
D
0
4
3
6
1
2
0
\
S
1
-
B
T
1
2
0
-
S
W
P
1
0
1
-
1
0
2
.
D
W
G
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
R
PNTESTA
LANOIS
S
E
F
O
G
T
O
N
REENIGNE
AOFW SH
I
22016264U
C
A
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EJA N D O S PA
G
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N
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A
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S
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A L
T
UR
I N
E N G
E ER
R
Z
E RZA
15/Nov/2024
0269
E
S
D
S
D
S
D
S
D
S
D
S
D
X X X X X X X X X X
X
X
X 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
E
O
P
SD
418
LA
K
E
4
0
4
+
0
0
LAKE 405+00
N TC 518+75N TC 516+00 N TC 517+00 N TC 518+00
EXISTING ROW LINEWALL LAYOUT LINE (LOL)
16+00 17+00 17+60
EP
=
1
7
+
6
0
.
0
0
END WALL
WALL SRTC STA 17+33.29 =
NTC STA 510+83.84, 57.04' LT
^^^^^^^^^^^^^^^^^^^^^
15
20
25
30
35
40
45
TOW
TOF
EG
STA 15+39.00
EL=30.52
STA 15+39.00
EL=29.85
STA 15+95.00
EL=29.85
STA 15+95.00
EL=29.18
STA 16+43.00
EL=29.18
STA 16+43.00
EL=28.52
END WALL SRTC
STA 17+33.29
EL=28.02
FG
STA 16+12.00
EL=26.84
STA 16+12.00
EL=26.34
STA 17+00.00
EL=26.84
29
.
9
6
26
.
9
15+00
29
.
6
5
27
.
0
29
.
3
2
27
.
1
29
.
0
0
27
.
1
28
.
6
7
27
.
2
16+00
28
.
3
5
27
.
3
28
.
0
2
27
.
3
27
.
7
0
27
.
4
27
.
3
7
27
.
5
17+00
26
.
5
6
27
.
8
26
.
1
7
26
.
0
26
.
0
8
26
.
1
17+60
STA 17+00.00
EL=26.34
STA 17+20.48
EL=26.34
STA 17+20.48
EL=25.84
STA 17+33.29
EL=25.84
STA 16+87.50
EL=28.52
STA 16+87.50
EL=28.02
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-SWP102
BT120
A. ESPARZA
L. REDMAN
D. PRINDLE
A. ESPARZA
0 12/10/2024 AE DP AE ISSUED FOR BID
RTA/LR OA 0206-19
1"=20'
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
1
LAKE AVE S
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
1
NOTES:
1.REFER TO STRUCTURAL DETAILS AND SECTIONS IN
STRUCTURAL SHEET BT120-SGD161.
2.PREPARE SUBGRADE PER GEOTECHNICAL DETAILS.
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:
11
/
1
4
/
2
4
|
9:
2
1
A
M
|
LR
E
D
M
A
N
C:
\
P
W
W
O
R
K
I
N
G
\
J
A
C
O
B
S
_
B
&
I
\
J
E
G
_
E
X
-
R
E
D
M
A
N
L
\
D
0
4
3
6
1
2
0
\
S
1
-
B
T
1
2
0
-
S
W
P
1
0
1
-
1
0
2
.
D
W
G
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
R
PNTESTA
LANOIS
S
E
F
O
G
T
O
N
REENIGNE
AOFW SH
I
22016264U
C
A
L
EJA N D O S PA
G
O
N
Z
A
L
E
S
T
R
A L
T
UR
I N
E N G
E ER
R
Z
E RZA
15/Nov/2024
0270