76 Miscellaneous Abutment Details 122'-0"
2
'
-
6
"
3"
2
1
/
4
"
15
S
P
A
@
~
1
1
1
/
2
"
=
2
1
'
-
6
3
/
4
"
1
6
B
A
R
S
w
V
2
17
S
P
A
@
1
2
"
=
1
7
'
-
0
"
,
1
8
B
A
R
S
w
S
2'
-
0
"
2
'
-
6
"
4
1
/
2
"
3
1
/
2
"
C/
L
B
R
G
.
1'
-
0
"
1'
-
0
"
2
1
/
4
"
BA
R
S
w
S
2'
-
0
"
2 E.S.3 E.S.1'-2"6"
4
'
-
3
3
/
4
"
3 SPA @ 12"=3'-0"4 BARS wS
B
NO
R
T
H
E
D
G
E
W
I
N
G
W
A
L
L
E
L
E
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A
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I
O
N
(
S
H
O
W
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N
G
A
B
U
T
M
E
N
T
#
1
)
Scale: 3/4" = 1'-0"
C
SE
C
T
I
O
N
T
H
R
U
W
I
N
G
W
A
L
L
@
S
O
U
T
H
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D
G
E
Sc
a
l
e
:
3
/
4
"
=
1
'
-
0
"
A -
4
'
-
6
3
/
4
"
BA
R
S
w
H
BA
R
S
U
BA
R
S
w
H
2
BA
R
S
L
BARS wH1
1'
-
0
"
PARALLEL TO ROADWAY GRADE
BA
R
S
w
V
1
BA
R
S
w
H
2'
-
0
"
2
'
-
6
"
4
1
/
2
"
3
1
/
2
"
1'
-
0
"
1'
-
0
"
2
1
/
4
"
BA
R
S
w
S
2'
-
0
"
A
SE
C
T
I
O
N
T
H
R
U
W
I
N
G
W
A
L
L
@
N
O
R
T
H
E
D
G
E
Sc
a
l
e
:
3
/
4
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=
1
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-
0
"
4
'
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3
3
/
4
"
BA
R
S
w
H
BA
R
S
w
V
2
BA
R
S
w
H
22'-0"
2
'
-
6
"
3"
2
1
/
4
"
15
S
P
A
@
~
1
1
1
/
2
"
=
2
1
'
-
6
3
/
4
"
1
6
B
A
R
S
w
V
1
17
S
P
A
@
1
2
"
=
1
7
'
-
0
"
,
1
8
B
A
R
S
w
S
C/
L
B
R
G
.
2 E.S.3 E.S.2'-3 3/4"6"
4
'
-
6
3
/
4
"
4'-0"3 SPA @ 12"=3'-0"4 BARS wS
D
SO
U
T
H
E
D
G
E
W
I
N
G
W
A
L
L
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L
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T
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O
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(
S
H
O
W
I
N
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A
B
U
T
M
E
N
T
#
4
)
Scale: 3/4" = 1'-0"
C -
BA
R
S
U
BA
R
S
w
H
2
BA
R
S
L
BARS wH1
1'
-
0
"
PARALLEL TO ROADWAY GRADE 1'-6"1'-6"4'-0"10 3/4"CPL00243 City of Coppell, Texas WEST SANDY LAKE ROAD IMPROVEMENTS Cottonwood Creek Bridge
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Miscellaneous Abutment Details Sheet 1 of 2 76
RE
V
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