Pedestrian Bridge AlternativesSS
SS
SS
SS
SS
7
2
"
S
S
18" S
S
4
8
"
S
S
3
6
"
S
S
F
M
7
2
"
S
S
4
8
"
S
S
SS
3
6
"
S
S
F
M
B
A
C
K
F
L
O
W
S
D
S
D
S
D
S
D
E
O
I
W
A
T
E
R
W
A
T
E
R
W
A
T
E
R
W
A
T
E
R
W
A
T
E
R
E
O
I
5
2
.
6
7
'
R
T
2
4
4
+
4
8
.
4
4
(
F
D
O
T
I
N
D
E
X
5
2
1
-
0
0
1
)
E
N
D
C
U
R
B
&
G
U
T
T
E
R
B
A
R
R
I
E
R
(TO BE RELOCATED)
SEWER (CITY)
EXIST. 48" Ø STORM
FDOT R/W LINE
LINE
FDOT R/W
FDOT R/W LINE
W.M. (CITY)
EXIST. 20"
TO BE RELOCATED
EXIST. 20" W.M.
STORM SEWER
EXIST. 48" Ø
STORM SEWER
EXIST. 18" Ø
CULVERT
EXIST. 72"
LINE
FDOT R/W
LINE
FDOT R/W
FM (FDOT)
STORM SEWER
EXIST 36" Ø
& PGL
(OVER 5TH STREET)
¡ BRIDGE
AND PGL
(OVER WEST AVENUE)
¡ BRIDGE
FDOT R/W LINE
2 4 4 +0 0
2
4
5 +0 0
N 8
7
°5 9 '5
4
" E
(M
A C A R T H
U
R C
A U
S E W
A Y W
E S
T
B O
U
N
D )
5
T
H
S T R E
E
T
(M A C A R T
H U
R
C A U
S
E
W A Y E A S
T
B O
U
N D )
5
T H
S
T
R
E E
T
E
A S T
B O
U N
D
F L Y O V E R
R
A
M P
WEST AVENUE
A C
C E
S
S
L A N
E
1
6
'
W I
D
E
F
I
R
E
T
R
U C
K
BISCAYNE BAY
I C
O
N
S
O
U
T
H
B
E
A
C
H
B
E
N
T
L E
Y
B
A
Y
SS
SS
SS
SS
SS
7
2
"
S
S
18" S
S
4
8
"
S
S
3
6
"
S
S
F
M
7
2
"
S
S
4
8
"
S
S
SS
3
6
"
S
S
F
M
B
A
C
K
F
L
O
W
S
D
S
D
S
D
S
D
E
O
I
W
A
T
E
R
W
A
T
E
R
W
A
T
E
R
W
A
T
E
R
W
A
T
E
R
E
O
I
ELEV.
5
2
.
6
7
'
R
T
2
4
4
+
4
8
.
4
4
(
F
D
O
T
I
N
D
E
X
5
2
1
-
0
0
1
)
E
N
D
C
U
R
B
&
G
U
T
T
E
R
B
A
R
R
I
E
R
FDOT R/W LINE
LINE
FDOT R/W
W.M. (CITY)
EXIST. 20"
STORM SEWER
EXIST. 48" Ø
STORM SEWER
EXIST. 18" Ø
CULVERT
EXIST. 72"
LINE
FDOT R/W
LINE
FDOT R/W
FM (FDOT)
STORM SEWER
EXIST 36" Ø
SEWER (CITY) �
EXIST. 48" Ø STORM
(CITY) �
EXIST. 20" W.M.
FDOT R/W LINE
FDOT R/W LINE
1
9
'-
4
"
14'-0"
"8
3158'-11
"4
1139'-1
1 6 7 '-1 1 ƃ
" A L O N G ¡
B R I D G E
" A L O N G ¡
B R
I D
G E
85
1
4
6
'-2
1
9
'-4 "
14'-0"
& PGL
(OVER 5TH STREET)
¡ BRIDGE
AND PGL
(OVER WEST AVENUE)
¡ BRIDGE
2 4 4 +0 0
2
4
5 +0 0
N 8
7
°5 9 '5
4
" E
(M
A C A R T H
U
R C
A U
S E W
A Y W
E S
T
B O
U
N
D )
5
T
H
S T R E
E
T
(M A C A R T
H U
R
C A U
S
E
W A Y E A S
T
B O
U
N D )
5
T H
S
T
R
E E
T
E
A S T
B O
U N
D
F L Y O V E R
R
A
M P
WEST AVENUE
A C
C E
S
S
L A N
E
1
6
'
W I
D
E
F
I
R
E
T
R
U C
K
BISCAYNE BAY
I C
O
N
S
O
U
T
H
B
E
A
C
H
B
E
N
T
L E
Y
B
A
Y
ORIGINAL CONCEPT
PLAN
D
I
R
E
C
T
I
O
N
O
F
S
T
A
T
I
O
N
I
N
G
PROPOSED REALIGNMENT CONCEPT
PLAN
NOTE: SUBJECT TO CHANGE- PENDING ADDITIONAL UTILITY INVESTIGATIONS
• REQUIRES RELOCATION OF EXISTING 20” WATERMAIN
• REQUIRES RELOCATION OF EXISTING DRAINAGE CULVERT
• EXISTING ALIGNMENT REQUIRES LARGE CANTILEVER PIER
• ALLOWS POSSIBILITY OF MINIMIZING UTILITY CONFLICTS
• REDUCES THE NUMBER OF SHAFTS
• SHORTENS BRIDGE LENGTH REDUCING COST
• ELIMINATES NEED FOR CANTILEVER PIER
TO BE CONFIRMED
� NEED FOR RELOCATION