75 Abutment 4 Stage 2ABUT 4 BEAM 54321 482.682482.551482.419482.288482.157
40
E
Q
.
S
P
A
.
@
~
1
2
"
=
3
9
'
-
3
3
/
8
"
,
4
1
B
A
R
S
V
11
E
Q
S
P
A
=
9
'
-
0
"
,
1
2
B
A
R
S
S
12
'
-
0
"
BA
R
S
A
1
'
-
0
"
2
"
6
"
3'
-
0
"
3
E
Q
.
S
P
A
.
PA
R
A
L
L
E
L
T
O
R
O
A
D
S
U
R
F
A
C
E
4"
12
'
-
0
"
6
E
Q
S
P
A
=
5
'
-
7
1
1
/
1
6
"
7
B
A
R
S
V
2
BM
1
FO
R
G
I
R
D
E
R
S
12
'
-
0
"
2
2
'
-
0
'
1
8
'
-
0
"
1
'
-
0
"
3
'
-
6
"
1
'
-
0
"
1
'
-
9
"
9
"
4
'
-
0
"
1'-
0
"
1'-
0
"
EL
E
V
=
48
1
.
9
6
9
4-
A
4-
B
4-
C
4-
D
11
'
-
5
1
/
4
"
BM 7
7'-
0
"
C/
L
SA
N
D
Y
L
A
K
E
R
O
A
D
6 482.640BARNO.SIZE LENGTH WEIGHT A 10 #11 47'-4"2,515 H1 8 #6 47'-4"569 H2 2 #6 5'-6"17 L2 9 #6 4'-0"54 S 49 #5 11'-4"579 U 2 #6 8'-1"24 V 41 #5 9'-9"417 V2 7 #5 11'-2"82 wH1 7 #6 23'-5"246 wH2 12 #6 21'-8"391 wS 22 #4 7'-8"113 wV2 23 #5 11'-7"278 REINF. STEEL Lb.5,283 CLASS "C" CONC CY 27.3
A 76
4-
E
4-F
FA
C
E
O
F
A
B
U
T
M
E
N
T
B
A
C
K
W
A
L
L
,
C/
L
O
F
A
B
U
T
M
E
N
T
C
A
P
&
C
/
L
O
F
DR
I
L
L
E
D
S
H
A
F
T
S
CA
P
T
O
P
EL
E
V
=
4
8
2
.
3
9
2
ȭ O
F
B
E
A
R
I
N
G
DR
I
L
L
E
D
S
H
A
F
T
SP
A
C
I
N
G
PR
O
F
I
L
E
G
R
A
D
E
L
I
N
E
EL
E
V
=
4
8
6
.
1
3
UN
I
F
O
R
M
S
L
O
P
E
BE
T
W
E
E
N
B
E
A
R
I
N
G
S
TABLE OF ESTIMATED QUANTITIES
A
PL
A
N
V
I
E
W
A
B
U
T
M
E
N
T
#
4
,
S
T
A
G
E
2
Sc
a
l
e
:
3
/
8
"
=
1
'
-
0
"
B
EL
E
V
A
T
I
O
N
A
B
U
T
M
E
N
T
#
4
,
S
T
A
G
E
2
,
L
O
O
K
I
N
G
S
O
U
T
H
E
A
S
T
Sc
a
l
e
:
3
/
8
"
=
1
'
-
0
"
LE
V
E
L
F
O
R
B
R
G
S
E
A
T
(
T
Y
P
.
)
BA
R
S
L
2
BA
R
S
U
EL
E
V
=
4
8
6
.
0
2
3
TO
P
W
I
N
G
W
A
L
L
EL
E
V
=
4
8
6
.
2
6
2
BA
R
S
H
2
BA
R
S
H
1
EL
E
V
=
48
6
.
2
6
2
C 72
7
"
BM
2
BM
3
BM
4
BM
5
BM
6
7'-
0
"
7'-
8
"
7'-
8
"
7'-
8
"
7'-
8
"
7'-
8
"
DB-SAE DOWEL BAR SPLICER FOR BARS A & H
37
'
-
0
"
2'-
6
"
EL
E
V
=
4
8
1
.
9
6
9
EL
E
V
=
4
8
2
.
6
0
3
47
'
-
1
0
5
/
1
6
"
9
E
Q
S
P
A
=
7
'
-
0
7
/
8
"
,
1
0
B
A
R
S
S
1 9"2 1/4"3 1/4"ABUTMENT CAP C TYPICAL SECTION Scale: 3/4" = 1'-0"1-BAR A AT MID-HEIGHT EACH FACEVARIES FROM 8" TO 1'-0"BARS H2 CPL00243 City of Coppell, Texas WEST SANDY LAKE ROAD IMPROVEMENTS Cottonwood Creek Bridge
Ma
r
2
0
1
3
re
v
i
s
i
o
n
no
.
da
t
e
by
da
t
e
sc
a
l
e
ve
r
t
ho
r
i
z
tnp project sheet
17
3
0
4
P
r
e
s
t
o
n
R
o
a
d
,
S
u
i
t
e
1
3
4
0
Da
l
l
a
s
,
T
e
x
a
s
7
5
2
5
2
21
4
.
4
6
1
.
9
8
6
7
p
h
2
1
4
.
4
6
1
.
9
8
6
4
f
x
TB
P
E
R
e
g
i
s
t
r
a
t
i
o
n
N
o
.
F
-
2
3
0
ww
w
.
t
n
p
i
n
c
.
c
o
m
T
E
X
A
S
1
8
9
0
29 JULY 2013
AS
S
H
O
W
N
N/
A
ABUTMENT #4 - PHASE 2 PLAN & ELEVATION 75
RE
V
I
S
E
D
N
U
M
B
E
R
O
F
w
H
2
B
A
R
S
DE
B
7/
2
9
/
2
0
1
3
1