01_DRAFT_CNT2_Plans_4Civil_Part28.pdf
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- W912EP25Z0012
About this file
This file contains detailed engineering cross-section drawings showing various components of the C-11 Impoundment and Mitigation Area A project in Broward County, Florida. The drawings illustrate multiple cross-sections at different stations, including embankment details, canal configurations, levee structures, and mitigation areas.
The cross-sections show specific technical details including: embankment slopes generally at 3H:1V ratios, slurry wall installations, surface preparation requirements, canal armoring with elevation specifications, wave break rib protection features, and drainage elements. Key dimensions are provided throughout, such as 14-foot and 16-foot widths for various sections, 121-foot spans, and elevation measurements ranging from EL -25.0' to higher points. The drawings include both existing grade lines and proposed construction elements for the C-511 Canal, C-514 Canal, L-511 Levee, L-512 Levee, L-514 Levee, and D-511 Embankment components, with detailed stationing information and precise elevation specifications for each cross-section.
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Text version
CF0056
C -1
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A1
C-11 IMPOUNDMENT CROSS SECTION 280+00.00
C1
C-11 IMPOUNDMENT CROSS SECTION 285+00.00
E1
C-11 IMPOUNDMENT CROSS SECTION 290+00.00
EXISTING GRADE
D-511 EMBANKMENT
10'
14'
121'
152.9'
24'
24.53'
16.35'
EXISTING GRADE
D-511 EMBANKMENT
10'
121'
14'
22'
14'
16'
16'
14'
16'
10'
121'
EXISTING GRADE
D-511 EMBANKMENT
AND EMBANKMENT DETAILS (TYP)
SEE SHEET CZ0017 FOR SLURRY WALL
14'
152.9'
152.96'
3H:1V
3H:1V
3H:1V
3H:1V
3H:1V
(SEE NOTE 4)
ARMORING EL -9.5
TOP OF CANAL
(SEE NOTE 4)
ARMORING EL -9.5
TOP OF CANAL
SEE GENERAL NOTES 1 - 2 (TYP)
SURFACE PREPARATION
SEE DETAIL C2 SHEET CZ0018
WAVE BREAK RIB PROTECTION,
FOR ESA TRANSITION DETAILS
SLURRY WALL, SEE SHEET CZ0032
SLURRY WALL
SLURRY WALL
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I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
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N T
Y
F L
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ID
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(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
3H:
1V
3H:
1V
3H:
1V
3H:
1V
3H:
1V
3H:
1V
3H:
1V
3H:
1V
3H:
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3H:1V
3H:1V
3H:1V
3H:1V
3H:1V
3H:1V
2%2%
2%2%
2%2%
2%2%
2%2%
2%2%
2%2%
2%2%
2%2%
2%2%
2%2%
2%2%
GENERAL NOTESGENERAL NOTES
CF0019
D1
CF0019
D1
CF0019
D1
EXISTING MITIGATION AREA
C-511 CANAL
C-11 IMPOUNDMENT
C-511 CANAL
C-11 IMPOUNDMENT
C-511 CANAL
C-11 IMPOUNDMENT
REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.3.
DRAINAGE FEATURES.
SURFACE PREPARATION ELEVATION SHOWN WILL BE REQUIRED TO INSTALL THE
EMBANKMENT DRAINAGE FEATURES. ADDITIONAL EXCAVATION BELOW THE
2. SEE TYPICAL SECTIONS ON CF0034 THROUGH CF0037 FOR INTERNAL
FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION 00 31 32.
WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN THE
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE AND 1.
EXISTING MITIGATION AREA
EXISTING MITIGATION AREA
EL. -25.0'
EL. -25.0'
EL. -25.0'
C O
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CF0057
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C-11 IMPOUNDMENT CROSS SECTION 295+00.00
C-11 IMPOUNDMENT CROSS SECTION 300+00.00
C-11 IMPOUNDMENT CROSS SECTION 305+00.00
10'
121'
16'
14'
D-511 EMBANKMENT
14'
EXISTING GRADE
10'
121'
16'
14'
16'
D-511 EMBANKMENT
14'
EXISTING GRADE
D-511 EMBANKMENT
16'
14'
18.66'
10'
14'
121'
16'
153.19'
152.9'
3H:1V
3H:1V
3H:1V
3H:1V
3H:1V
3H:1V
(SEE NOTE 4)
ARMORING EL -9.5
TOP OF CANAL
SEE GENERAL NOTES 1 - 2 (TYP)
SURFACE PREPARATION
SLURRY WALLSLURRY WALL
SLURRY WALL
SLURRY WALL
AND EMBANKMENT DETAILS (TYP)
SEE SHEET CZ0017 FOR SLURRY WALL
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
-20 -20
0 0
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C H
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T V
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U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
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(HORIZ.) (VERT.)
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(HORIZ.) (VERT.)
20' 40'0 20' 40'0
� �152.9'
C-11 IMPOUNDMENT
3H:
1V
3H:
1V
3H:
1V
3H:
1V
3H:
1V
3H:
1V
3H:
1V
3H:
1V
3H:1V
3H:1V
3H:1V
3H:1V
3H:1V
3H:1V
2%2%
2%2%
2%2%
2%2%
2%2%
2%2%
2%2%
2%2%
2%2%
2%2%
2%2%
2%2%
GENERAL NOTESGENERAL NOTES
CF0019
D1
CF0020
D1
CF0020
D1
EXISTING MITIGATION AREA
EXISTING MITIGATION AREA
EXISTING MITIGATION AREA
C-511 CANAL
C-511 CANAL
C-11 IMPOUNDMENT
C-511 CANAL
C-11 IMPOUNDMENT
REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.3.
DRAINAGE FEATURES.
SURFACE PREPARATION ELEVATION SHOWN WILL BE REQUIRED TO INSTALL THE
EMBANKMENT DRAINAGE FEATURES. ADDITIONAL EXCAVATION BELOW THE
2. SEE TYPICAL SECTIONS ON CF0034 THROUGH CF0037 FOR INTERNAL
FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION 00 31 32.
WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN THE
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE AND 1.
EL. -25.0'
EL. -25.0'
EL. -25.0'
C O
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C-11 IMPOUNDMENT CROSS SECTION 310+00.00
C-11 IMPOUNDMENT CROSS SECTION 313+33.00
14'
152.9'
16'
16'
14'
16'
10'
121'
EXISTING GRADE
D-511 EMBANKMENT
3H:1V
3H:1V
3H:1V
D-511 EMBANKMENT
GRADE
EXISTING
154.27'
35'
22'
36.64'
121'3H:1V
26TH STREET (TYP)
SOUTHWEST
L-511 LEVEE/RAISED
3H:1V70'
18.66'
AND EMBANKMENT DETAILS (TYP.)
SEE SHEET CZ0017 FOR SLURRY WALL
(SEE NOTE 4)
ARMORING EL 0.5
TOP OF CANAL
(SEE NOTE 4)
ARMORING EL -9.5
TOP OF CANAL
1%
14'
SEE GENERAL NOTES 1 - 2 (TYP)
SURFACE PREPARATION
SEE DETAIL C2 SHEET CZ0018
WAVE BREAK RIB PROTECTION,
SEE DETAIL C2 SHEET CZ0018
WAVE BREAK RIB PROTECTION,
SLURRY WALL
SLURRY WALL
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
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C H
J O
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T V
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U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
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H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
A L
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
C-11 IMPOUNDMENT
3H:
1V
3H:
1V
3H:
1V
3H:1V
3H:1V2%2%
2%2%
2%2%
2%2%
2%2%
C-511 CANAL
C-11 IMPOUNDMENT (TYP)
AREA "A"
MITIGATION
C-511 CANAL
3H:
1V
3H:
1V
3H:
1V
3H:1V
2%2% 2%2%
2%2%
2%2%
2%2% 5.4%
VARIES
3H:1V 2%2%
GENERAL NOTESGENERAL NOTES
CF0020
D1
CF0021
D1
EXISTING MITIGATION AREA
C-11 IMPOUNDMENT
REFER TO SHEET CZ0016 FOR CANAL ARMORING LIMITS AND DETAILS.3.
DRAINAGE FEATURES.
SURFACE PREPARATION ELEVATION SHOWN WILL BE REQUIRED TO INSTALL THE
EMBANKMENT DRAINAGE FEATURES. ADDITIONAL EXCAVATION BELOW THE
2. SEE TYPICAL SECTIONS ON CF0034 THROUGH CF0037 FOR INTERNAL
FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION 00 31 32.
WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN THE
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE AND 1.
EL. -15.0'
EL. -25.0'
3H:
1V
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
CF0059
E S
A
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O F
V
S E
V E
R A
N C
E
T B
R O
W N
H
A P
A R
IC
IO
W W
E B
E R
16'
EXISTING GRADE
16'
D-511 ESA EMBANKMENT
13'
14'
16'
EXISTING GRADE
16'
D-511 ESA EMBANKMENT
13'
3H:1V
14'
16.15'
EXISTING GRADE
16'
D-511 ESA EMBANKMENT
7.47'
3H:1V
14.25'
16'
EXISTING GRADE
16'
D-511 ESA EMBANKMENT
10.29'
3H:1V
14'
16'
EXISTING GRADE
16'
D-511 ESA EMBANKMENT
13.82'
3H:1V
14'
16'
EXISTING GRADE
16'
D-511 ESA EMBANKMENT
13.08'
3H:1V
14'
STONE LAYERING DETAILS (TYP)
AND DETAIL SHEET CZ0022 FOR
SEE TYPICAL SECTION SHEET CF0037
SEE GENERAL NOTES 1 - 2 (TYP)
SURFACE PREPARATION
3H:1V
SEE DETAIL C2 SHEET CZ0018
WAVE BREAK RIB PROTECTION,
SLURRY WALL SLURRY WALL
SLURRY WALLSLURRY WALL
TRANSITION DETAILS
SHEET CZ0032 FOR ESA
SLURRY WALL, SEE
SLURRY WALL
-100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
60 60
.6
.0
.0
.2
.0
.5
.5
.9
.5
.1
.0
.0
.5
.2
.8
.0
.4
.0
.0
.2
.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
60 60
.5
.2
.5
.1
.5
.1
.5
.4
.6
.0
.8
.0
.5
.0
.8
.9
.5
.9
.0
.6
.6
-100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
60 60
.1
.2
.3
.5
.1
.1
.6
.0
.8
.0
.5
.0
.8
.9
.5
.9
.0
.6
.3
.6
-100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
60 60
.0
.4
.0
.0
.5
.0
.5
.0
.5
.6
.0
.8
.0
.5
.0
.8
.9
.5
.9
.0
.6
.6
-100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
60 60
.9
.4
.4
.3
.0
.4
.6
.0
.8
.0
.5
.0
.8
.9
.5
.9
.0
.6
.6
.0
.0
.0
.5
.0
.5
.0
.4
.6
.0
.6
.8
.0
.5
.0
.8
.9
.5
.9
.0
.6
.6
.0
.0
.0
.5
.0
.5
.0
.4
.0
.5
.6
.0
.6
.8
.0
.5
.0
.8
.9
.0
.6
.6
-100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
E F
L
C
-1 C
N T
C
-C F
.d g n
U s e r:
m lu h
/1
/2
/0
/2
/0
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
A L
ESA CROSS SECTION 401+00.00
ESA CROSS SECTION 405+00.00
ESA CROSS SECTION 410+00.00
A6
ESA CROSS SECTION 415+00.00
C6
ESA CROSS SECTION 420+00.00
E6
ESA CROSS SECTION 425+00.00
A N
S I
D
2%2%
2%2%
3H :1V
2%2%
3H:1V
2%2%
3H :1V
3H:1V
3H:1V
2%
2%2%
2%2% 3H:1V
2%2%
3H :1V
2%2%
3H:1V
2%2%
3H :1V
2%2%
3H:1V
2%2%
3H :1V
2%2%
3H:1V
3H:1V
2%2%
3H :1V
3H:1V
3H:1V
2%2%2%
2%2%
2%
20' 40'020' 40'0 20' 40'020' 40'0
(HORIZ.) (VERT.)(HORIZ.) (VERT.)
20' 40'020' 40'0
(HORIZ.) (VERT.)
20' 40'020' 40'0
(HORIZ.) (VERT.)
20' 40'020' 40'0
(HORIZ.) (VERT.)
20' 40'020' 40'0
(HORIZ.) (VERT.)
ESA CROSS SECTION 425+00.00
GENERAL NOTESGENERAL NOTES
CF0021
D1
CF0021
D1
CF0021
D1
CF0021
D1
CF0021
D1
CF0022
D1
C-514 CANAL
C-514 CANAL
C-514 CANAL � C-514 CANAL �
C-514 CANAL �
C-514 CANAL �
DRAINAGE FEATURES.
SURFACE PREPARATION ELEVATION SHOWN WILL BE REQUIRED TO INSTALL THE
EMBANKMENT DRAINAGE FEATURES. ADDITIONAL EXCAVATION BELOW THE
2. SEE TYPICAL SECTIONS ON CF0034 THROUGH CF0037 FOR INTERNAL
FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION 00 31 32.
WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN THE
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE AND 1.
EL. -10.0'
EL. -25.0'
EL. -10.0'
EL. -10.0'EL. -10.0'
EL. -10.0'
3H:1V
3H:1V
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
CF0060
H
E E
T
O F
E S
A
C R
O S
S S
E C
T
IO
N S
W W
E B
E R
H
A P
A R
IC
IO
T B
R O
W N
V
S E
V E
R A
N C
E
16'
EXISTING GRADE
16'
D-511 ESA EMBANKMENT
9.52'
3H:1V
14'
16'
EXISTING GRADE
16'
D-511 ESA EMBANKMENT
13.04'
3H:1V
14'
16'
EXISTING GRADE
16'
D-511 ESA EMBANKMENT
22.85'
14'
18.92'
EXISTING GRADE
16'
D-511 ESA EMBANKMENT
7.4'
3H:1V
17.56'
STONE LAYERING DETAILS (TYP)
AND DETAIL SHEET CZ0022 FOR
SEE TYPICAL SECTION SHEET CF0037
SEE GENERAL NOTES 1 - 2 (TYP)
SURFACE PREPARATION
SEE DETAIL C2 SHEET CZ0018
WAVE BREAK RIB PROTECTION,
SEE DETAIL C2 SHEET CZ0018
WAVE BREAK RIB PROTECTION,
SLURRY WALL
SLURRY WALL
SLURRY WALL
FOR ESA TRANSITION DETAILS
SLURRY WALL, SEE SHEET CZ0032
-100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
60 60
.6
.6
.5
.1
.6
.4
.6
.0
.8
.0
.5
.0
.8
.9
.5
.9
.0
.6
.6
-100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
60 60
.9
.2
.9
.7
.9
.7
.5
.1
.6
.0
.8
.0
.5
.0
.8
.9
.5
.9
.0
.6
.6
-100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
60 60
.2
.0
.5
.5
.1
.6
.0
.8
.0
.5
.0
.8
.9
.5
.9
.0
.6
.3
.6
-100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
60 60
.9
.5
.5
.9
.5
.1
.6
.0
.4
.5
.8
.0
.4
.0
.0
.8
.8
.0
.2
S O
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IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
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D E
S C
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S I Z
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S U
B M
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B Y
D A
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C O
N T
R A
C T
N O
C
H E
C K
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B Y
D R
A W
N B
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IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
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D A
T E
A N
S I
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W
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-2
-C -X
X X
X
JA
C
K S
O N
V
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L E
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IS
T R
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U s e r:
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/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
A L
A N
S I
D
2%2%
3H:1V
2%2%
3H :1V
3H:1V 2%
2%2%
3H:1V
2%2%
3H :1V
3H:1V 2%
2%2%
3H:1V
2%2%
3H :1V
3H:1V 2%
2%2%
3H:1V
2%2%
VARIE
S
3H:1V
2%
20' 40'020' 40'0
(HORIZ.) (VERT.)
20' 40'020' 40'0
(HORIZ.) (VERT.)
20' 40'020' 40'0
(HORIZ.) (VERT.)
20' 40'020' 40'0
(HORIZ.) (VERT.)
ESA CROSS SECTION 440+00.00
ESA CROSS SECTION 435+00.00
ESA CROSS SECTION 430+00.00
A6
ESA CROSS SECTION 443+00.00
GENERAL NOTESGENERAL NOTES
CF0022
D1
CF0022
D1
CF0022
D1
CF0022
D1
C-514 CANAL �
C-514 CANAL �
C-514 CANAL �
C-514 CANAL �
DRAINAGE FEATURES.
SURFACE PREPARATION ELEVATION SHOWN WILL BE REQUIRED TO INSTALL THE
EMBANKMENT DRAINAGE FEATURES. ADDITIONAL EXCAVATION BELOW THE
2. SEE TYPICAL SECTIONS ON CF0034 THROUGH CF0037 FOR INTERNAL
FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION 00 31 32.
WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN THE
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE AND 1.
EL. -10.0'
EL. -10.0'
EL. -10.0'
EL. -25.0'
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
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C
TI
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/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
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NDRAFT
CF0061
M
IT
IG
A
T
IO
N A
R E
A
A
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O F
V
S E
V E
R A
N C
E
T B
R O
W N
H
A P
A R
IC
IO
W W
E B
E R
MITIGATION AREA "A" CROSS SECTION 600+00.00
MITIGATION AREA "A" CROSS SECTION 605+00.00
D1
MITIGATION AREA "A" CROSS SECTION 610+00.00
F1
MITIGATION AREA "A" CROSS SECTION 615+00.00
14'
14'
14'
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
NOTE 1 THIS SHEET
SEE GENERAL
NOTE 1 THIS SHEET
SEE GENERAL
NOTE 1 THIS SHEET
SEE GENERAL
SEE GENERAL NOTE 2 (TYP)
SURFACE PREPARATION
GRADING AT INTERSECTION
MATCH 26TH STREET
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
0 0
20 20
40 40
E X
P /L
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
.3
.0
.3
.0
.0
.3
.1
E X
P /L
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
.3
.0
.3
.0
.0
.3
.1
E X
P /L
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
.3
.0
.3
.0
.0
.3
.1
E X
P /L
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
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D B
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D E
S C
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A
M A
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S I Z
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S U
B M
IT
T
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B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
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W
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-2
-C -X
X X
X
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K S
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V
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D
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T R
IC
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A N
M A
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-C F
.d g n
U s e r:
m lu h
/1
/2
/0
/2
/0
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
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N D
M E
N T
A N
D M
IT
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O W
A R
D C
O U
N T
Y W
A T
E R
P R
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E R
V E
A R
E A
S P
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C T
C O
M P
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H E
N S
IV
E
E V
E R
G L
A D
E S
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S T
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IO
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P L
A N
C
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P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
A L
GENERAL NOTESGENERAL NOTES
A N
S I
D
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
3H :1V 3H:1V
3H :1V
3H:1V
3H :1V
2% 3H:1V
2%
2%
L-514 LEVEE
L-514 LEVEE
L-514 LEVEE
SPECIFICATION 00 31 32.
VARY IN THE FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS
AND WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE 2.
CONSTRUCTION. BACKFILL WITH MUCK AFTER LEVEE CONSTRUCTION (TYP).
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE LEVEE 1.
CF0024
D1
CF0024
D1
CF0024
D1
CF0024
D1
MITIGATION AREA "A"
MITIGATION AREA "A"
MITIGATION AREA "A"
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
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C O
N
ST
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C
TI
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6/
C O
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TR
AC
T
M
O D
- F
IN
AL
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T
FO
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ST
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EXISTING GRADE
EXISTING GRADE
CF0062
M
IT
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A
T
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N A
R E
A
A
C R
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S S
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A R
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W W
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MITIGATION AREA "A" CROSS SECTION 620+00.00
MITIGATION AREA "A" CROSS SECTION 625+00.00
MITIGATION AREA "A" CROSS SECTION 630+00.00
MITIGATION AREA "A" CROSS SECTION 635+00.00
27'
14'
NOTE 1 THIS SHEET (TYP)
SEE GENERAL
SEE GENERAL NOTE 2 (TYP)
SURFACE PREPARATION
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
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IT
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B Y
D A
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C O
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R A
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C
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B Y
D R
A W
N B
Y
IS
S
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D A
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B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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G
IN
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R S
F
IL
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A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
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L E
D
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T R
IC
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S
A N
M A
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m lu h
/1
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/0
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/0
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
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N D
M E
N T
A N
D M
IT
IG
A T
IO
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A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
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R E
S T
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A T
IO
N
P L
A N
C
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P
W E
P R
C O
N T
R A
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R
T A
S U
B M
IT
T
A L
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
0 0
20 20
40 40
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
0 0
20 20
40 40
.3
.0
.3
.0
.0
.3
.1
E X
P /L
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
.3
.0
.3
.0
.0
.3
.1
E X
P /L
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
.0
.3
.0
.7
.0
.3
.4
'E
X P
/L
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
.3
.0
.0
.0
.1
'E X
P /L
GENERAL NOTESGENERAL NOTES
A N
S I
D
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
3H :1V
3H :1V
3H :1V
3H :1V 3H:1V
3H:1V
3H:1V
3H:1V
2%
2%
2%
2%
L-514 LEVEE
L-514 LEVEE
L-514 LEVEE
L-514 LEVEE
CF0024
D1
CF0025
D1
CF0025
D1
CF0026
D1
SPECIFICATION 00 31 32.
VARY IN THE FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS
AND WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE 2.
CONSTRUCTION. BACKFILL WITH MUCK AFTER LEVEE CONSTRUCTION (TYP).
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE LEVEE 1.
MITIGATION AREA "A"
MITIGATION AREA "A"
MITIGATION AREA "A"
MITIGATION AREA "A"
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
CF0063
IT
IG
A
T
IO
N A
R E
A
A
S H
E E
T
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C R
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S S
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IO
N S
V
S E
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R A
N C
E
T B
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W N
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A P
A R
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W W
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MITIGATION AREA "A" CROSS SECTION 640+00.00
MITIGATION AREA "A" CROSS SECTION 645+00.00
MITIGATION AREA "A" CROSS SECTION 650+00.00
MITIGATION AREA "A" CROSS SECTION 655+00.00
EXISTING GRADE NOTE 1 THIS SHEET (TYP)
SEE GENERAL
14'
EXISTING GRADE
14'
EXISTING GRADE
21'
EXISTING GRADE
14'
SEE GENERAL NOTE 2 (TYP)
SURFACE PREPARATION
.0
(7
.0
.0
(7
.3
.1
(4
.3
E X
P /L
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
0 0
20 20
40 40
.3
.0
.3
.0
.0
(7
.0
.0
(7
.3
Cros sSec tion
Ann otati on.E levat ion
Cros sSec tion Ann otati on.O ffset
.1
(4
.3
E X
P /L
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
.3
.0
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
.3
.0
.3
.0
.6
.3
.4
E X
P /L
.0
(7
.3
.0
(7
.0
.9
(6
.6
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
0 0
20 20
40 40
.3
.1
S O
L
IC
IT
A
T
IO
N N
O
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S
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D B
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D E
S C
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D A
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C O
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D A
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B
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
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P S
O F
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G
IN
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F
IL
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A M
E
D R
A W
IN
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D A
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A N
S I
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W
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-2
-C -X
X X
X
JA
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V
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M A
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R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
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P
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P R
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S U
B M
IT
T
A L
3H :1V 3H:1V
3H:1V
A N
S I
D
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
L-514 LEVEE
MITIGATION AREA "A" 3H
:1V 3H:1V
L-514 LEVEE�
L-514 LEVEE�
3H:
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L-514 LEVEE�
2%
2%
2%
2%0.4%
GENERAL NOTESGENERAL NOTES
CF0026
D1
CF0026
D1
CF0026
D1
CF0026
D1
SPECIFICATION 00 31 32.
VARY IN THE FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS
AND WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE 2.
CONSTRUCTION. BACKFILL WITH MUCK AFTER LEVEE CONSTRUCTION (TYP).
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE LEVEE 1.
MITIGATION AREA "A"
MITIGATION AREA "A"
MITIGATION AREA "A"
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
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C
TI
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/0
6/
C O
N
TR
AC
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M
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- F
IN
AL
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FO
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TI
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NDRAFT
CF0064
IT
IG
A
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N A
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A
A
C R
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S S
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T
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W W
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MITIGATION AREA "A" CROSS SECTION 660+00.00
MITIGATION AREA "A" CROSS SECTION 665+00.00
MITIGATION AREA "A" CROSS SECTION 670+00.00
MITIGATION AREA "A" CROSS SECTION 675+00.00
NOTE 1 THIS SHEET (TYP)
SEE GENERAL
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EL -0.5
EL -0.5
EL -0.5
EL -0.5
87.2'
86.4'
86.4'
86.4' 14' 14'
14' 14'
14' 14'
14' 14'14'
14'
14'
14'
3H:1V
3H:1V
3H:1V
3H:1V
22.5'22.5'
22.5'22.5'
22.5'22.5'
22.5'22.5'
SEE GENERAL NOTE 2 (TYP)
SURFACE PREPARATION
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
0 0
20 20
40 40
.3
.0
.0
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-0
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-20 -20
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.0
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.2
-0 .5
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U .S
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C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
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GENERAL NOTES
A N
S I
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MITIGATION AREA "A"
3H :1V
3H :1V
3H:1V3H:1V
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
MITIGATION AREA "A"
MITIGATION AREA "A"
MITIGATION AREA "A"
L-512 LEVEE
C-512 CANAL
C-512 CANAL
3H:
1V
3H:
1V
3H:1V3H:1V
L-512 LEVEE
C-512 CANAL L-512 LEVEE
3H:
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3H:
1V
3H:1V3H:1V
C-512 CANAL
3H:
1V
3H:
1V
3H:1V3H:1V
L-512 LEVEE
2%2% 2%
2% 2%
2% 2%
2% 2%
2%
2%
2%
SPECIFICATION 00 31 32.
VARY IN THE FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS
AND WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE 2.
CONSTRUCTION. BACKFILL WITH MUCK AFTER LEVEE CONSTRUCTION (TYP).
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE LEVEE 1.
CF0027
D1
CF0027
D1
CF0027
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CF0027
D1
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R E
A
A
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O F
V
S E
V E
R A
N C
E
T B
R O
W N
H
A P
A R
IC
IO
W W
E B
E
MITIGATION AREA "A" CROSS SECTION 680+00.00
MITIGATION AREA "A" CROSS SECTION 685+00.00
MITIGATION AREA "A" CROSS SECTION 690+00.00
MITIGATION AREA "A" CROSS SECTION 695+00.00
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EL -0.5
EL -0.5
EL -0.5
EL -0.5
NOTE 2 THIS SHEET (TYP)
SEE GENERAL 86.4'
86.4'
86.4'
86.4'
14' 14'14'
14' 14' 14'
14' 14' 14'
14' 14' 14.61'
3H:1V
3H:1V
3H:1V
3H:1V
22.5'22.5'
22.5'22.5'
22.5'22.5'
22.5'22.5'
SEE GENERAL NOTE 2 (TYP)
SURFACE PREPARATION
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
0 0
20 20
40 40
-0
.0
.2
.6
.2
-0 .5
.5
.6
.8
.4
.8
-0
.5
.0
(7
.0
.0
(7
.3
.4
(4
.3
.1
(4
.3
E X
P /L
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-0
.0
.2
.6
.2
-0 .5
.5
.6
.8
.4
.8
-0
.5
.0
(7
.0
.0
(7
.3
.1
(4
.3
.4
(4
.3
E X
P /L
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-0
.0
.2
.6
.2
-0 .5
.5
.6
.8
.4
.8
-0
.5
.0
(7
.3
.0
(7
.0
.1
(4
.3
.4
(4
.3
E X
P /L
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
0 0
20 20
40 40
-0
.0
.2
.6
.2
-0 .5
.5
.6
.8
.4
.8
-0
.5
.0
(7
.3
.6
(7
.0
.1
(4
.3
.4
(4
.3
E X
P /L
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
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A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
IL
L
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L
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-1 C
N T
C
-C F
.d g n
U s e r:
m lu h
/1
/2
/0
/2
/0
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
A L
A N
S I
D
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
C-512 CANAL ACCESS ROAD
L-512 LEVEE
L-512 LEVEE
L-512 LEVEE
L-512 LEVEE
C-512 CANAL ACCESS ROAD
C-512 CANAL ACCESS ROAD
C-512 CANAL ACCESS ROAD
MITIGATION AREA "A"
C-512 CANAL
C-512 CANAL
C-512 CANAL
C-512 CANAL
3H:
1V
3H:
1V
3H:
1V
3H:
1V
3H:
1V3H:
1V
3H:
1V
3H:
1V3H:1V
3H:1V
3H:1V
3H:1V
3H:1V 3H:1V
3H:1V 3H:1V
2%
2%2%
2%
2%2%
2%
2%2%
2%
2%2%
GENERAL NOTESGENERAL NOTES
CF0027
D1
CF0028
D1
CF0028
D1
CF0028
D1
SPECIFICATION 00 31 32.
VARY IN THE FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS
AND WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE 2.
CONSTRUCTION. BACKFILL WITH MUCK AFTER LEVEE CONSTRUCTION (TYP).
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE LEVEE 1.
MITIGATION AREA "A"
MITIGATION AREA "A"
MITIGATION AREA "A"
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
CF0066
IT
IG
A
T
IO
N A
R E
A
A
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O F
V
S E
V E
R A
N C
E
T B
R O
W N
H
A P
A R
IC
IO
W W
E B
E
MITIGATION AREA "A" CROSS SECTION 700+00.00
MITIGATION AREA "A" CROSS SECTION 705+00.00
MITIGATION AREA "A" CROSS SECTION 710+00.00
MITIGATION AREA "A" CROSS SECTION 715+00.00
NOTE 1 THIS SHEET (TYP)
SEE GENERAL
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
86.4'
86.4'
86.4'
86.4'
EL -0.5
EL -0.5
EL -0.5
EL -0.5
14' 14' 14'
14' 14' 19.62'
14' 14' 14'
14' 14' 14'
3H:1V
3H:1V
3H:1V
3H:1V
22.5'22.5'
22.5'22.5'
22.5'22.5'
22.5'22.5'
SEE GENERAL NOTE 2 (TYP)
SURFACE PREPARATION
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
0 0
20 20
40 40
-0
.0
.2
.6
.2
-0 .5
.5
.6
.8
.8
-0
.5
.0
(7
.0
.0
(7
.3
.1
(4
.3
.4
(4
.3
E X
P /L
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-0
.0
.4
.2
.6
.2
-0 .5
.5
.8
.4
.8
-0
.5
.0
(7
.3
.6
(6
.9
.5
(4
.3
.4
(4
.3
E X
P /L
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-0
.0
.4
.2
.2
-0 .5
.5
.6
.8
.4
.8
-0
.5
.0
(7
.3
.0
(7
.0
.4
(4
.3
.1
(4
.3
E X
P /L
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
0 0
20 20
40 40
-0
.0
.4
.2
.2
-0 .5
.5
.6
.8
.4
.8
-0
.5
.0
(7
.3
.0
(7
.0
.1
(4
.3
.4
(4
.3
E X
P /L
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
IS
T R
IC
T
S
A N
M A
R C
O B
L V
D
J A
C K
S O
N V
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L
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-1 C
N T
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-C F
.d g n
U s e r:
m lu h
/1
/2
/0
/2
/0
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
O U
N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
O R
A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
A L
A N
S I
D
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
MITIGATION AREA "A "
C-512 CANAL ACCESS ROAD
C-512 CANAL ACCESS ROAD
C-512 CANAL ACCESS ROAD
C-512 CANAL ACCESS ROAD
C-512 CANAL
C-512 CANAL
C-512 CANAL
C-512 CANAL
L-512 LEVEE
L-512 LEVEE
L-512 LEVEE
L-512 LEVEE
3H:
1V
3H:
1V
3H:
1V3H:
1V
3H:
1V
3H:
1V
3H:
1V
3H:1V 3H:1V
3H:1V3H:1V
3H:1V 3H:1V
3H:1V
2%
2%2%
2%
2%2%
2%
2%2%
2%
2%2%
3H:1V 3H:
1V
GENERAL NOTESGENERAL NOTES
CF0029
C1
CF0029
C1
CF0029
C1
CF0029
C1
SPECIFICATION 00 31 32.
VARY IN THE FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS
AND WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE 2.
CONSTRUCTION. BACKFILL WITH MUCK AFTER LEVEE CONSTRUCTION (TYP).
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE LEVEE 1.
MITIGATION AREA "A "
MITIGATION AREA "A "
MITIGATION AREA "A "
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
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C
TI
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/0
6/
C O
N
TR
AC
T
M
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- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
MITIGATION AREA "A" CROSS SECTION 720+00.00
MITIGATION AREA "A" CROSS SECTION 725+00.00
MITIGATION AREA "A" CROSS SECTION 730+00.00
MITIGATION AREA "A" CROSS SECTION 735+00.00
CF0067
M
IT
IG
A
T
IO
N A
R E
A
A
C R
O S
S S
E C
T
IO
N S
S H
E E
T
O F
V
S E
V E
R A
N C
E
T B
R O
W N
H
A P
A R
IC
IO
W W
E B
E R
NOTE 1 THIS SHEET
SEE GENERAL
NOTE 1 THIS SHEET
SEE GENERAL
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
EL -0.5
EL -0.5
EL -0.5
86.4'
86.4'
86.4'
14.55' 14.85' 31'
14' 17.19' 14'
18.86' 54'
3H:1V
3H:1V
15'15'
22.5'22.5'
22.5'22.5'
SHEET CF1907
SEE S-506B,
SEE GENERAL NOTE 2 (TYP)
SURFACE PREPARATION
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
0 0
20 20
40 40
.3
.5
.0
.3
.0
.0
.1
-0
.8
.4
.5
-0 .5
.3
.7
.8
.4
.6
-0
.3
E X
P /L
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-0
.0
.4
.2
.6
.2
-0 .5
.5
.7
.6
.8
-0
.5
.0
(7
.3
.0
(7
.0
.4
(4
.3
.1
(4
.3
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
.2
.0
-3 .0
.0
-3
.0
.0
.1
-3
.0
.5
.0
.9
.2
.6
.2
(6
.4
.4
.3
L
L
L
L
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
0 0
20 20
40 40
.3
.0
.0
.6
.3
.4
.0
(6
.9
.6
(4
.8
S O
L
IC
IT
A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S I Z
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
N T
R A
C T
N O
C
H E
C K
E D
B Y
D R
A W
N B
Y
IS
S
U E
D A
T E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
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-2
-C -X
X X
X
JA
C
K S
O N
V
IL
L E
D
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T R
IC
T
S
A N
M A
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D
J A
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.d g n
U s e r:
m lu h
/1
/2
/0
/2
/0
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
IG
A T
IO
N
A R
E A
A
B R
O W
A R
D C
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N T
Y W
A T
E R
P R
E S
E R
V E
A R
E A
S P
R O
J E
C T
C O
M P
R E
H E
N S
IV
E
E V
E R
G L
A D
E S
R E
S T
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A T
IO
N
P L
A N
C
E R
P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
A L
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
A N
S I
D
MITIGATION AREA "A"
MITIGATION AREA "A"
C-512 CANAL ACCESS ROAD
C-512 CANAL ACCESS ROAD
C-512 CANAL ACCESS ROAD
L-512 LEVEE
MITIGATION AREA "A"
C-512 CANAL
C-512 CANAL
C-512 CANAL
3H :1V
3H :1V3H
:1V
3H:1V
3H:1V
3H:1V
3H:1V4H:1V
2%
2% 2%
L-512 LEVEE
2%
2%
2%
L-512 LEVEE
2%
2% 2%
L-512 LEVEE
2%
5.7H:1V
3H:
1V
0.3%
3H:
1V
GENERAL NOTESGENERAL NOTES
CF0030
D1
CF0030
D1
CF0030
D1
CF0030
D1
SPECIFICATION 00 31 32.
VARY IN THE FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS
AND WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE 2.
CONSTRUCTION. BACKFILL WITH MUCK AFTER LEVEE CONSTRUCTION (TYP).
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE LEVEE 1.
MITIGATION AREA "A"
C
C
C
C
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
R
M
AT
IO
N
O N
LY
N O
T R
EV
IE
W
ED
N
O T
FO
R
C O
N
ST
R U
C
TI
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
R C
O N
ST
R
U C
TI
O
NDRAFT
CF0068
IT
IG
A
T
IO
N A
R E
A
A
C R
O S
S S
E C
T
IO
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A R
IC
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W W
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E
MITIGATION AREA "A" CROSS SECTION 735+27.00
ROAD BASE
ROAD SURFACE
SEE GENERAL NOTE 2
SURFACE PREPARATION
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
0 0
20 20
40 40
.0
S O
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D A
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B
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
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F
IL
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C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
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N D
M E
N T
A N
D M
IT
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A T
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N
A R
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A
B R
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A R
D C
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P R
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V E
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C O
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R A
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A N
S I
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(HORIZ.) (VERT.)
20' 40'0 20' 40'0
GENERAL NOTESGENERAL NOTES
CF0030
D1
SPECIFICATION 00 31 32.
VARY IN THE FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS
AND WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE 2.
CONSTRUCTION. BACKFILL WITH MUCK AFTER LEVEE CONSTRUCTION (TYP).
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE LEVEE 1.
C O
N
TR
AC
T
M
O D
- F O
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IN
FO
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N
O N
LY
N O
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W
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N
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FO
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C O
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- F
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CF0069
IT
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A
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N A
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A
A
S H
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T
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C R
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S S
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V
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R A
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T B
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W N
H
A P
A R
IC
IO
W W
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MITIGATION AREA "A" CROSS SECTION 901+00.11
MITIGATION AREA "A" CROSS SECTION 915+00.00
MITIGATION AREA "A" CROSS SECTION 905+00.00
MITIGATION AREA "A" CROSS SECTION 910+00.00
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
24'
24'
24'
NOTE 1 THIS SHEET (TYP)
SEE GENERAL
SEE GENERAL NOTE 2
SURFACE PREPARATION
24'
LINE (2-1.5" HDPE CONDUITS)
ABANDONED FIBER OPTIC
APPROXIMATE LOCATION OF
LINE (2-1.5" HDPE CONDUITS)
ABANDONED FIBER OPTIC
APPROXIMATE LOCATION OF
LINE (2-1.5" HDPE CONDUITS)
ABANDONED FIBER OPTIC
APPROXIMATE LOCATION OF
LINE (2-1.5" HDPE CONDUITS)
ABANDONED FIBER OPTIC
APPROXIMATE LOCATION OF
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
0 0
20 20
40 40
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
0 0
20 20
40 40
.0
(8
.8
.0
(8
.9
.0
(8
.9
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
-20 -20
0 0
20 20
40 40
.2
.3
.0
.0
.0
.2
.0
.0
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
-20 -20
0 0
20 20
40 40
.2
.3
.0
.0
.0
.2
.0
.0
L
L
L
L
-180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120
-20 -20
0 0
20 20
40 40
.2
.3
.0
.0
.2
.0
S O
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F
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2 3 4 5 6 7 8 9 10
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®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
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G
IN
E E
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F
IL
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A M
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D A
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A N
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W
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C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
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N D
M E
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A N
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A T
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A
B R
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A R
D C
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P R
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V E
A R
E A
S P
R O
J E
C T
C O
M P
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H E
N S
IV
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E V
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G L
A D
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R E
S T
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A T
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N
P L
A N
C
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P
W E
P R
C O
N T
R A
C T
R
T A
S U
B M
IT
T
A L
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
3H :1V
3H :1V
3H :1V
3H:1V
3H:1V
3H:1V
L-511 LEVEE/RAISED SW 26TH ST.
L-511 LEVEE/RAISED SW 26TH ST.
L-511 LEVEE/RAISED SW 26TH ST.
L-511 LEVEE
2% 2%
2% 2%
2% 2%
MITIGATION AREA "A"
MITIGATION AREA "A"
MITIGATION AREA "A"
GENERAL NOTESGENERAL NOTES
CF0031
D1
CF0031
D1
CF0031
D1
CF0031
D1
SPECIFICATION 00 31 32.
VARY IN THE FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS
AND WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE 2.
CONSTRUCTION. BACKFILL WITH MUCK AFTER LEVEE CONSTRUCTION (TYP).
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE LEVEE 1.
EXISTING MITIGATION AREA
EXISTING MITIGATION AREA
EXISTING MITIGATION AREA
C
C
C
C
1.2% 0.1%
(MATCH EXISTING)
C O
N
TR
AC
T
M
O D
- F O
R
IN
FO
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M
AT
IO
N
O N
LY
N O
T R
EV
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W
ED
N
O T
FO
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C O
N
ST
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C
TI
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6/
C O
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AC
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M
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IN
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FO
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CF0070
IT
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A
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N A
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A
A
S H
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C R
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S S
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N S
V
S E
V E
R A
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T B
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W N
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A P
A R
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W W
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MITIGATION AREA "A" CROSS SECTION 920+00.00
MITIGATION AREA "A" CROSS SECTION 925+00.00
MITIGATION AREA "A" CROSS SECTION 930+00.00
MITIGATION AREA "A" CROSS SECTION 935+00.00
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
35'35'
21' 5' 24' 12'
121'
16'63.47' 14'
24'
EL -2.5
EL -2.5
2H:1V
NOTE 1 THIS SHEET
SEE GENERAL
NOTE 1 THIS SHEET
SEE GENERAL
NOTE 1 THIS SHEET
SEE GENERAL
35'35'
C-511 CANAL ACCESS ROAD
120'
SEE GENERAL NOTE 2 (TYP)
SURFACE PREPARATION
24'
LINE (2-1.5" HDPE CONDUITS)
ABANDONED FIBER OPTIC
APPROXIMATE LOCATION OF
3H:1V
LINE (2-1.5" HDPE CONDUITS)
ABANDONED FIBER OPTIC
APPROXIMATE LOCATION OF
CONSTRUCT PROJECT FEATURES
MAY BE REMOVED AS NEEDED TO
FIBER OPTIC LINE (2-1.5" HDPE CONDUITS),
APPROXIMATE LOCATION OF ABANDONED
LINE (2-1.5" HDPE CONDUITS)
ABANDONED FIBER OPTIC
APPROXIMATE LOCATION OF
-80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220
0 0
20 20
40 40
.2
.0
.0
.0
.3
.2
.0
.0
-80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220
-20 -20
0 0
20 20
40 40
.3
.0
.0
.0
.3
.2
.0
.0
.2
-80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220
-20 -20
0 0
20 20
40 40
.3
.0
.2
.4
.5
.5
.0
.0
.2
.2
-2
.7
.2
.2
.2
.2
-2 .5
.7
.0
.2
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-2 .5
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.8
.1
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.1
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L
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.3
.5
.3
.5
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-80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220
-20 -20
0 0
20 20
40 40
.3
.0
.0
.3
.2
.0
.6
.0
.9
.7
.6
.0
.5
.7
.6
.0
.6
.0
.9
.7
.3
.7
S O
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N N
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S
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B Y
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D A
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B
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F
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2 3 4 5 6 7 8 9 10
SHEET ID
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US Army Corps
U .S
A
R M
Y C
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IN
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F
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C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
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M P
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C O
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B M
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(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
3H :1V
3H :1V 3H:1V
3H :1V
3H :1V
3H :1V
3H:1V
3H :1V
3H:1V 3H :1V
3H :1V
3H :1V
3H :1V
C-511 CANAL
C-511 CANAL
3H :1V3H:1V
L-511 LEVEE/RAISED SW 26TH ST.
2% 2%
2% 2%
2%
2% 2% 5.5%
2%
2% 2% 3.7%
2%
MITIGATION AREA "A"
MITIGATION AREA "A"
AREA "A"
MITIGATION
MITIGATION AREA "A"
L-511 LEVEE/RAISED SW 26TH ST.
L-511 LEVEE/RAISED SW 26TH ST.
L-511 LEVEE/RAISED SW 26TH ST.
GENERAL NOTESGENERAL NOTES
CF0031
D1
CF0032
D1
CF0032
D1
CF0032
D1
SPECIFICATION 00 31 32.
VARY IN THE FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS
AND WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE 2.
CONSTRUCTION. BACKFILL WITH MUCK AFTER LEVEE CONSTRUCTION (TYP).
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE LEVEE 1.
EXISTING MITIGATION AREA
EXISTING MITIGATION AREA
C
O
N
TR
AC
T
M
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- F O
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IN
FO
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M
AT
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N
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LY
N O
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W
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N
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FO
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C O
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MITIGATION AREA "A" CROSS SECTION 940+00.00
MITIGATION AREA "A" CROSS SECTION 945+00.00
MITIGATION AREA "A" CROSS SECTION 950+00.00
MITIGATION AREA "A" CROSS SECTION 955+00.00
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
122.8' 16' 16'
122.8' 16'
122.8' 22'
122.8' 22'
3H:1V
3H:1V
3H:1V
3H:1V
3H:1V
NOTE 1 THIS SHEET
SEE GENERAL
34.89'35.11'
35'35'
35'35'
35'35'
EMBANKMENT
D-511
SEE GENERAL NOTE 2 (TYP)
SURFACE PREPARATION
NOTE 1 THIS SHEET
SEE GENERAL
24'
14'
24'
14'
24'
14'
24'
14'
(2-1.5" HDPE CONDUITS)
ABANDONED FIBER OPTIC LINE
APPROXIMATE LOCATION OF
(2-1.5" HDPE CONDUITS)
ABANDONED FIBER OPTIC LINE
APPROXIMATE LOCATION OF
(2-1.5" HDPE CONDUITS)
ABANDONED FIBER OPTIC LINE
APPROXIMATE LOCATION OF
(2-1.5" HDPE CONDUITS)
ABANDONED FIBER OPTIC LINE
APPROXIMATE LOCATION OF
-80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220
0 0
20 20
40 40
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-2 .5
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945+00
-80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220
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SHEET ID
®of Engineers
US Army Corps
U .S
A
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J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
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ID
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A N
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(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
3H :1V
3H:1V 3H :1V
3H :1V
3H:1V 3H :1V
3H :1V
3H:1V 3H :1V
3H :1V
3H:1V
C-511 CANAL
C-511 CANAL
C-511 CANAL
EMBANKMENT
D-511
C-511 CANAL
3H:1V 3H :1V
3H :1V2% 2%
3.8%2% 5%
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5% 2% 2% 4% 2%
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3H :1V
3H :1V
MITIGATION AREA "A"
MITIGATION AREA "A"
MITIGATION AREA "A"
MITIGATION AREA "A"
LEVEE/RAISED SW 26TH ST.
L-511
EMBANKMENT
D-511
EMBANKMENT
D-511
GENERAL NOTESGENERAL NOTES
CF0032
D1
CF0032
D1
CF0033
D1
CF0033
D1
SPECIFICATION 00 31 32.
VARY IN THE FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS
AND WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE 2.
CONSTRUCTION. BACKFILL WITH MUCK AFTER LEVEE CONSTRUCTION (TYP).
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE LEVEE 1.
C
C
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LEVEE/RAISED SW 26TH ST.
L-511
LEVEE/RAISED SW 26TH ST.
L-511
LEVEE/RAISED SW 26TH ST.
L-511
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MITIGATION AREA "A" CROSS SECTIONS 959+72.37
3H:1V
SEE GENERAL NOTE 1
SURFACE PREPARATION
CONDUITS)
OPTIC LINE (2-1.5" HDPE
OF ABANDONED FIBER
APPROXIMATE LOCATION
-80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220
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2 3 4 5 6 7 8 9 10
SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
F
IL
E N
A M
E
D R
A W
IN
G
D A
T E
A N
S I
D
W
E P
-2
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X
JA
C
K S
O N
V
IL
L E
D
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L
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.d g n
U s e r:
m lu h
/1
/2
/0
/2
/0
/2 n te c T
E T
R A
T E
C H
J O
I N
T V
E T
U R
E N
J V
I I on any electronic copies.
the signature must be verified signed and sealed and document are not considered
Printed copies of this
Vincent Joseph Severance signed and sealed by
This item has been digitally
License No. 93101
Professional Engineer, State of Florida, Vincent Joseph Severance, B R
O W
A R
D C
O U
N T
Y
F L
O R
ID
A
C O
N T
R A
C T
C
-1 I
M P
O U
N D
M E
N T
A N
D M
IT
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4.6H :1V
L-511 LEVEE/RAISED SW 26TH ST.
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
2% 3.4% 1.2% 1.1%
GENERAL NOTES
SPECIFICATION 00 31 32.
VARY IN THE FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS
AND WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE 1.
GENERAL NOTES
CF0033
D1
C O
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IN
FO
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N
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