01_DRAFT_CNT2_Plans_4Civil_Part27.pdf
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- Solicitation number
- W912EP25Z0012
About this file
This file contains detailed civil engineering drawings and cross-sections for the C-11 Impoundment and Mitigation Area A project in Broward County, Florida. The drawings show plans and profiles for levee construction (L-511, L-512, L-514 levees), canal development (C-511 canal), and dam embankment (D-511) with specific station locations and measurements. The drawings include technical details such as elevation levels, slopes (typically 3H:1V), surface preparation requirements, drainage features, and slurry wall specifications.
The drawings provide construction specifications for various project components including: embankment fills, access roads with aggregate surfacing, canal armoring, wave break rib protection, drainage ditches, and multiple water control structures (culverts S-506A, S-508D, S-505E). Cross-sections show detailed elevation profiles ranging from stations 0+00 to 275+00, with typical canal depths of -35.0' to -30.0' and levee crest elevations around 7.3'. The plans incorporate environmental considerations with designated mitigation areas and existing canal preservation requirements. Structural details include specifications for internal inspection roads, chimney and blanket drains, and surface preparation requirements for drainage feature installation.
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CP07-BCWPA-CB-0126
CP18-BCWPA-CB-29
CP18-BCWPA-CB-28
CP07-BCWPA-CB-0102
C P
-B
C W
P A
-C B
-2
CP07-BCWPA-CB-0111
CP18-BCWPA-CB-30
-4
-35
-30
-25
-20
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-10
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EXISTING GRADE
L-511 LEVEE, CREST ELEV. 7.3'
ON CREST)
(AGGREGATE SURFACING
SOUTHWEST 26TH STREET
CL L-511 LEVEE AND RAISED
TOE OF SLOPE
S-508D 4' DIA GATED CULVERT
S-505E UNGATED BOX CULVERT
SEE GENERAL NOTES 1 AND 2 THIS SHEET
4' DIA GATED CULVERT
S-506A SEE GENERAL NOTES 3 AND 4 THIS SHEET
S-508D 4' DIA GATED CULVERT
S-506A GATED CULVERT
THIS SHEET
RIPRAP
EXCAVATION
LIMITS OF MUCK
EXCAVATION
LIMITS OF MUCK
MUCK EXCAVATION
LIMITS OF
L C-511 CANALC
EMBANKMENT
CL D-511
EL 9.5
SEE NOTE 5
POWER POLE (TYP)
ACCESS ROAD (AGGREGATE SURFACING)
CULVERT
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MUCK EXCAVATION
LIMITS OF
SEE NOTE 5
SURFACING)
(AGGREGATE
ACCESS ROAD
(AGGREGATE SURFACING)
ACCESS ROAD
REMOVED.
AND ASSOCIATED INFRASTRUCTURE TO BE
UTILITIES INCLUDING POWER, FIBER OPTIC,
EXISTING ABANDONED UNDERGROUND
EXISTING CANAL A/5
DUAL 60" DIA CMPS
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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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L-511 LEVEE PLAN STA. 923+00 TO STA. 946+00
A1
L-511 LEVEE PROFILE STA. 923+00 TO STA. 946+00
100' 200'0 10' 20'0
100' 200'0
(HORIZ.) (VERT.)
M A
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SEE CF0006 FOR D-511 EMBANKMENT DETAILS8.
SEE STRUCTURAL PLAN S-3501 FOR S-5117.
SEE ENLARGED CIVIL PLAN CF1912 FOR S-5116.
GRADING.
5. SEE ENLARGED CIVIL PLAN CF1917 FOR FINGER LAKES BERM ACCESS
SEE STRUCTURAL PLAN S-3301 FOR S-508D.4.
SEE ENLARGED CIVIL PLAN CF1910 FOR S-508D.3.
SEE STRUCTURAL PLAN S-2801 FOR S-506A.2.
SEE ENLARGED CIVIL PLAN CF1906 FOR S-506A.1.
GENERAL NOTES
BOAT RAMP TO C-11 IMPOUNDMENT
ACCESS RAMP (ASPHALT)
MITIGATION AREA "A"
FINGER LAKES
C-11 IMPOUNDMENT
(HORIZ.)
N
A C
C E
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3H:1V
FLOW
1%
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2%
1%
2%
1%
2%
2% 2%
2%
2%
FLOW
3H:1V
3H:1V 5%3H:1V
SHEET KEYNOTES
FEATURES.
CONDUITS), TO BE REMOVED AS NEEDED FOR CONSTRUCTION OF SITE
APPROXIMATE LOCATION OF ABANDONED FIBER OPTIC LINE (2-1.5" HDPE 1.
CF0038
C1
CF0038
A1
CZ0014
B6
CZ0021
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CZ0021
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CP07-BCWPA-CB-0101
CP07-BCWPA-CB-0112
CP18-BCWPA-CB-20
CP07-BCWPA-CB-0100
CP08-BCWPA-TP-0176
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.8
.9
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WATER LEVEL STAFF GAGE
WATER LEVEL STAFF GAGE
WATER LEVEL STAFF GAGE
WATER LEVEL STAFF GAGE
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THIS SHEET
L-511 LEVEE, CREST ELEV. 7.3'
ON CREST)
(AGGREGATE SURFACING
SOUTHWEST 26TH STREET
L-511 LEVEE AND RAISED�
TOE OF SLOPE
6' DIA GATED CULVERT
S-508B
NOTES 1 AND 2.
SEE GENERAL
6' DIA GATED CULVERT
S-508B
L-512 LEVEE�
L-512 CANAL�
CREST TO EXISTING PAVEMENT
TRANSITION FROM L-511 LEVEE
CRESTED WEIR
S-505F BROAD
CL C-511 CANAL
EL 9.5
DITCH
CL DRAINAGE
EL 18.7'
D-511 EMBANKMENT�
C-511 CANAL�
1% 3H:1V 2%
4.1% 2%
3H:1V
BROAD CRESTED WEIR
S-505F
AND STAFF GAUGE
STILLING WELL
LIMITS OF MUCK EXCAVATION
(SEE NOTE 1)
MATCH TO EXISTING GRADE
L-511 LEVEE, EL 7.3'�
UNGATED CULVERT
S-506B 6' DIA
STA 959+01.47
EL 7.0 EL 7.3
+0
+0
30+00
735+00
946+00 947+00 948+00 949+00 950+00 951+00 952+00 953+00 954+00 955+00 956+00 957+00 958+00 959+00
-20 -20
-10 -10
0 0
10 10
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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
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T R
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KEY PLAN
1D
L-511 LEVEE PLAN STA. 946+00 TO STA. 959+72.36
L-511 LEVEE PROFILE STA. 946+00 TO STA. 959+72.36
100' 200'0 10' 20'0
100' 200'0
(HORIZ.) (VERT.)
M A
T C
H L
IN
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S T
A
S
E E
S H
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T C
F
3H:1V
3H:1V
H :1
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SEE CF0007 FOR D-511 EMBANKMENT DETAILS.7.
SEE STRUCTURAL PLAN S-2901 FOR S-506B.6.
SEE ENLARGED CIVIL PLAN CF1907 FOR S-506B.5.
SEE STRUCTURAL PLAN S-2701 FOR S-505F.4.
SEE ENLARGED CIVIL PLAN SHEET CF1905 FOR S-505F.3.
SEE STRUCTUAL PLANS S-3201 FOR S-508B.2.
SEE ENLARGED CIVIL PLAN SHEET CF1909 FOR S-508B.1.
GENERAL NOTES
C-11 IMPOUNDMENT
MITIGATION AREA "A"
(HORIZ.)
N
ACCESS ROAD
3H:1V
3H:1V
3H:1V
3H:1V
ACCESS ROAD (AGGREGATE SURFACING)
3H:1V
ACCESS ROAD
H :1
V
H :1
V
FLOW
FLOW
2% 4.1%
3H:1V 2%
1% 3H:1V 2%
1%
2.0%
2% 2%
SHEET KEYNOTES
2% 2%
FEATURES.
CONDUITS), TO BE REMOVED AS NEEDED FOR CONSTRUCTION OF SITE
APPROXIMATE LOCATION OF ABANDONED FIBER OPTIC LINE (2-1.5" HDPE 2.
3-POLE MOUNT RTU (SEE SHEETS IZ0044 & IZ0048)1.
CF0038
C1
CZ0021
A1 CF1909
A1
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TYPICAL CROSS SECTION 1 - D-511 EMBANKMENT STA 5+82 TO STA 29+55
TYPICAL CROSS SECTION 2 - D-511 EMBANKMENT STA 31+60 TO STA 51+92.5
C1
TYPICAL CROSS SECTION 3 - D-511 EMBANKMENT STA 52+92.5 TO STA 104+50
E1
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TYPICAL CROSS SECTION 1 - D-511 EMBANKMENT STA 5+82 TO STA 29+55
TYPICAL CROSS SECTION 2 - D-511 EMBANKMENT STA 31+60 TO STA 51+92.5
TYPICAL CROSS SECTION 3 - D-511 EMBANKMENT STA 52+92.5 TO STA 104+50
EMBANKMENT FILL
5.0'5.0'
CANAL C/3
EXISTING
SLOPE
VEGETATED
6" TOPSOIL/
SURFACING
AGGREGATE
WITH
ACCESS ROAD
SLOPE
VEGETATED
6" TOPSOIL/
EXISTING GRADE
EXISTING GRADE
35.0'35.0'
5.0'5.0'
155.3'
SEE NOTE 18
DRAINAGE DITCH
SEE NOTE 18
DRAINAGE DITCH
SURFACING
WITH AGGREGATE
ACCESS ROAD
WITH AGGREGATE SURFACING
ACCESS ROAD
26TH STREET
SOUTHWEST
ELEVATION. SEE NOTES 2 AND 3
APPROXIMATE TOP OF ROCK
(SEE NOTES 2 AND 3)
TOP OF SILTY SAND INTERFACE.
APPROXIMATE BOTTOM OF MUCK/
INTERFACE. SEE NOTES 2 AND 3
OF MUCK/TOP OF SILTY SAND
APPROXIMATE BOTTOM
INTERFACE. SEE NOTES 2 AND 3
OF MUCK/TOP OF SILTY SAND
APPROXIMATE BOTTOM
NOTE 7 THIS SHEET
SEE GENERAL
16.0'42.6'
SEE SHEET CZ0018)
(THICKNESS VARIES;
STONE TYPE E
SEE SHEET CZ0017
SOIL-CEMENT
SEE SHEET CZ0017
CHIMNEY AND BLANKET DRAIN
3H:1V
SEE SHEET CZ0017
SOIL-CEMENT
EMBANKMENT FILL
SEE SHEET CZ0017
CHIMNEY AND BLANKET DRAIN
NOTE 7 THIS SHEET
SEE GENERAL
SEE SHEET CZ0018)
(THICKNESS VARIES;
STONE TYPE E
SEE SHEET CZ0017
SOIL-CEMENT
EMBANKMENT FILL
SEE SHEET CZ0017
CHIMNEY AND BLANKET DRAIN.
NOTE 7 THIS SHEET
SEE GENERAL
INTERNAL INSPECTION ROAD SEE NOTE 16
INTERNAL INSPECTION ROAD SEE NOTE 16
3H:1V
SURFACING
WITH AGGREGATE
ACCESS ROAD
181.6'
16.0'42.6'
SURFACING
AGGREGATE
ROAD WITH
ACCESS
155.3'
16.0'42.6'
3H:1V
184.4'
171.3'
7.0'7.0'50.9'16.0'
VARIES
7.3'�
154.3'
(SEE NOTE 2)
EMBANKMENT FILL
(SEE NOTE 2)
EMBANKMENT FILL
(SEE NOTES 2)
EMBANKMENT FILL
3H:1V
SEE SHEET CZ0018)
(THICKNESS VARIES;
STONE TYPE E
EXISTING GRADE
NOTE 15 (TYP)
CANAL SLOPE, SEE
6" TOPSOIL/VEGETATED
PVC PIPE
SLOTTED
12" SCH 80
12" SCH 80 SLOTTED PVC PIPE
SLOTTED PVC PIPE
12" SCH 80
15 (TYP)
CANAL SLOPE, SEE NOTE
6" TOPSOIL/VEGETATED
3H:1V
3H:1V
ACCESS ROAD
C-511 CANAL
SLOPE, SEE NOTE 15 (TYP)
6" TOPSOIL/VEGETATION CANAL
NOTE 15 (TYP)
CANAL SLOPE, SEE
6" TOPSOIL/VEGETATED
12.0'12.0'
WALL AND EMBANKMENT DETAILS
SEE SHEET CZ0017 FOR SLURRY
WALL AND EMBANKMENT DETAILS
SEE SHEET CZ0017 FOR SLURRY
WALL AND EMBANKMENT DETAILS
SEE SHEET CZ0017 FOR SLURRY
INTERNAL INSPECTION ROAD SEE NOTE 16
SEE NOTE 18
DRAINAGE DITCH
SLOPE
VEGETATED
6" TOPSOIL/
GENERAL NOTES
EL. 5.6
C-511 CANAL D-511 EMBANKMENT
C-511 CANAL
D-511 EMBANKMENT
C-511 CANAL
D-511 EMBANKMENT
20' 40'0 20' 40'0
20' 40'0 20' 40'0
20' 40'0 20' 40'0
3H:1V
2%
2% 2%2%
AREA "A"
MITIGATION L-511 LEVEE
D1/CF0011
D1/CF0010
D1/CF0009
A1/C-0003
A1/C-0002
D1/CF0008
C1/CF0007
A1/C-0002
C1/CF0007
D1/CF0006
A1/C-0002
CZ0021
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CZ0021
E1
CZ0021
C1
CZ0021
C1
CZ0021
A1
CZ0021
E1CZ0001
F6
CZ0001
F6
CZ0001
F6
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P /L
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
120-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
-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
20 20
40 40
60 60
E X
R /W
E X
P /L
-300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
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
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IO
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A
M A
R K
S
IZ
E
S U
B M
IT
T
E D
B Y
D A
T E
C O
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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
J A
C K
S O
N V
IL
L
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IS
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IC
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N M
A R
C O
B L
V D
J A
C K
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IL
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J V
II
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
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T A
S U
B M
IT
T
A L
GENERAL NOTES
EL. 5.6EL. 5.6
EL. -23.0
EL. -23.0
EL. 5.6
ROAD EL 9.5
2%
2%
2%
C-511 CANAL D-511 EMBANKMENT
C-511 CANAL
D-511 EMBANKMENT
C-511 CANAL
D-511 EMBANKMENT
ROAD EL 9.5
ROAD EL 9.5
EL. -2.5
RESERVOIR NFSL EL 8.5
RESERVOIR MFSL EL 13.14
RESERVOIR NFSL EL 8.5
RESERVOIR MFSL EL 13.14
INSIDE CREST EL 18.52
RESERVOIR NFSL EL 8.5
RESERVOIR MFSL EL 13.14
INSIDE CREST EL 18.52
INSIDE CREST EL 18.52
(HORIZ.) (VERT.)
(HORIZ.) (VERT.)
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
20' 40'0 20' 40'0
20' 40'0 20' 40'0
EL. 3.3
EL. 5.6
EL. 3.3
3H:1V 3H:
1V
3H:
1V
3H:1V
2.5H:1V 2.5 H:1
V
3H:
1V
3H:1V
3H:1V 3H:
1V
3H:
1V
3H:1V
2%
2%
2%2% 2%
2% 2%2%
2%
2%
AREA "A"
MITIGATION L-511 LEVEE
2% 2%VARIES2%
3H:1V
EL. 6.3
14.0' 90.8' 90.8' 16.0' 50.9' 7.0'
77.7±' 77.7±'
14.0' 61.4' 61.4'
VARIES
16.0' 50.9' 7.0'
LIMITS OF CLEARING AND GRUBBING
LIMITS OF CLEARING AND GRUBBING
LIMITS OF CLEARING AND GRUBBING
EL. 6.3
D1/CF0011
D1/CF0010
D1/CF0009
A1/C-0003
A1/C-0002
D1/CF0008
C1/CF0007
A1/C-0002
C1/CF0007
D1/CF0006
A1/C-0002
SEE SHEETS CZ0027 AND CZ0028 FOR TOE DITCH DETAILS.18.
SEE SHEETS CZ0017 AND CZ0024 FOR SLURRY WALL DETAILS.17.
SEE SHEET CZ0018 FOR INTERNAL INSPECTION ROAD DETAILS.16.
STABILIZATION.
ARE TO BE FINISHED WITH 6" OF TOPSOIL/VEGETATED MATERIAL FOR
ALL PROPOSED CANAL SLOPES ABOVE EL 3.3' (UNLESS SHOWN AS ARMORED) 15.
SPECIFICATION SECTION 35 73 13.
USED AS THE PRIMARY SOURCE OF EMBANKMENT FILL AS DESCRIBED IN
SATISFACTORY MATERIAL EXCAVATED FROM THE PROPOSED CANALS MUST BE 14.
SECTION 1.
SEE SHEETS CF0006 & CF1906 FOR GRADING DETAILS PRIOR TO TYPICAL 13.
12. SEE SHEET CZ0021 FOR 12 INCH PIPE DISCHARGE WITH RIPRAP.
IMPOUNDMENT CROSS SECTIONS FOR DETAILED ARMORING BY LOCATION.
11. SEE SHEET CZ0016 FOR CANAL ARMORING DETAILS AND LIMITS. REFER TO
10. SEE SHEET CZ0016 FOR MANHOLE DETAILS.
SEE SHEETS CZ0017-CZ0018 FOR SOIL-CEMENT DETAILS.9.
AND BLANKET DRAIN DETAILS.
8. SEE SHEET CZ0017 FOR EMBANKMENT DETAILS AND CHIMNEY
CONSTRUCTION (TYP).
CONSTRUCTION. BACKFILL WITH MUCK AFTER EMBANKMENT OR LEVEE
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE EMBANKMENT OR LEVEE 7.
TO STA 52+92.5, SEE PLAN & PROFILE SHEETS CF0008 AND CF0009.
6. TRANSITION FROM TYPICAL SECTION 2 TO TYPICAL SECTION 3 FROM STA 51+92.5
TO STA 31+60, SEE PLAN & PROFILE SHEET CF0007.
5. TRANSITION FROM TYPICAL SECTION 1 TO TYPICAL SECTION 2 FROM STA 29+55
3H:1V FROM EL. 3.3 TO 5.6.
C-511 SLOPE WITHIN TYPICAL SECTION 2 IS 2.5H:1V FROM EL. -23 TO EL. 3.3 AND 4.
CONSTRUCTION.
MAY VARY IN THE FIELD DEPENDING ON CONDITIONS ENCOUNTERED DURING
DEPTHS SHOWN WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTHS
3. MUCK MATERIAL MUST BE REMOVED PRIOR TO EMBANKMENT CONSTRUCTION.
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 2.
DITCH INVERT ELEVATIONS.
SEE PLAN AND PROFILE SHEETS CF0006 THROUGH CF0020 FOR ACCESS ROAD 1.
(TYP)
(TYP)
(TYP)
7.0'
7.0'
14.0'
EL. -15.0
EL. -35.0
EL. -35.0
CZ0021
E1
CZ0021
E1
CZ0021
C1
CZ0021
C1
CZ0021
A1
CZ0021
E1CZ0001
F6
CZ0001
F6
CZ0001
F6
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
W
E B
E R
S H
E E
T
O F
L E
V E
E A
N D
C A
N A
L C
R O
S S
S E
C T
IO
N
S
T Y
P
IC
A L
D A
M E
M B
A N
K M
E N
T
CF0035
T B
R O
W N
H
A P
A R
S
E V
E R
A N
TYPICAL CROSS SECTION 4 - D-511 STA 122+00 TO STA 145+00
5.0'5.0'
PVC PIPE
12" PERFORATED
EXISTING GRADE
FFS
EMBANKMENT FILL
2.5'
EMBANKMENT FILL
INTERFACE. SEE NOTE 2
MUCK/TOP OF SILTY SAND
APPROXIMATE BOTTOM OF
AGGREGATE
W/SURFACE
ACCESS ROAD
3H:1V
SOIL-CEMENT. SEE SHEET CZ0017
(THICKNESS VARIES; SEE SHEET CZ0018)
STONE TYPE E
EMBANKMENT FILL
INTERNAL INSPECTION ROAD SEE NOTE 5
SEE SHEET CZ0017
CHIMNEY AND BLANKET DRAIN
AGGREGATE
W/SURFACE
ROAD
ACCESS
SLOPE
VEGETATED
6" TOPSOIL/
SEE NOTE 11
DRAINAGE DITCH
INTERFACE. SEE NOTES 2 AND 3
MUCK/TOP OF SILTY SAND
APPROXIMATE BOTTOM OF NOTE 6 THIS SHEET
SEE GENERAL
16.0'42.6'
181.6'
3H:1V
7.0'7.0'51.0'16.0'6.5'13.2'90.8'90.8'14.0'
WALL AND EMBANKMENT DETAILS
SEE SHEET CZ0017 FOR SLURRY
SLOPE, SEE NOTE 10 (TYP)
6" TOPSOIL/VEGETATED CANAL
EL 9.5
ROAD
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
120-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
120-340
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
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-C F
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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
GENERAL NOTES
EL. 5.6EL. 5.6
EL. -23.0
C-511 CANAL
D-511 EMBANKMENT��
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
RESERVOIR NFSL EL 8.5
RESERVOIR MFSL EL 13.14
INSIDE CREST EL 18.52
3H:
1V
3H:1V
3H:
1V
3H:1V
2% 2%2%
2%2%
2%
SEE SHEETS CZ0027 AND CZ0028 FOR TOE DITCH DETAILS.11.
STABILIZATION.
ARE TO BE FINISHED WITH 6" OF TOPSOIL/VEGETATED MATERIAL FOR
ALL PROPOSED CANAL SLOPES ABOVE EL 3.3' (UNLESS SHOWN AS ARMORED) 10.
SPECIFICATION SECTION 35 73 13.
BE USED AS THE PRIMARY SOURCE OF EMBANKMENT FILL AS DESCRIBED IN
SATISFACTORY MATERIAL EXCAVATED FROM THE PROPOSED CANALS MUST 9.
SEE SHEETS CZ0017 AND CZ0024 FOR SLURRY WALL DETAILS.8.
CF1915 & CF1916 FOR LOOP ACCESS BENCH GRADING DETAILS.
7. FOR AREA BETWEEN TYPICAL SECTION 3 AND TYPICAL SECTION 4 SEE CF1902,
CONSTRUCTION (TYP).
LEVEE CONSTRUCTION. BACKFILL WITH MUCK AFTER EMBANKMENT OR LEVEE
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE EMBANKMENT OR 6.
DETAILS.
5. SEE SHEET CZ0018 FOR EMBANKMENT TOE AND INTERNAL INSPECTION ROAD
4. SEE SHEET CZ0017 FOR CHIMNEY AND BLANKET DRAIN DETAILS.
CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
GEOTECHNICAL DATA. DEPTHS MAY VARY IN THE FIELD DEPENDING ON
CONSTRUCTION. DEPTHS SHOWN WERE DEFINED USING AVAILABLE
3. MUCK MATERIAL MUST BE REMOVED PRIOR TO EMBANKMENT
00 31 32.
THE FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION
WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN
PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE AND 2.
DITCH INVERT ELEVATIONS.
SEE PLAN AND PROFILE SHEETS CF0006 THROUGH CF0020 FOR ACCESS ROAD 1.
D1/CF0013
A1/C-0003
EL. -35.0
CANAL B/4
EXISTING
E X
P /L
CZ0021
C1
CZ0001
F6
CZ0021
E1
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
W
E B
E R
S H
E E
T
O F
L E
V E
E A
N D
C A
N A
L C
R O
S S
S E
C T
IO
N
S
T Y
P
IC
A L
D A
M E
M B
A N
K M
E N
T
CF0036
T B
R O
W N
H
A P
A R
S
E V
E R
A N
TYPICAL CROSS SECTION 7 - D-511 EMBANKMENT STA 218+30 TO STA 267+18
TYPICAL CROSS SECTION 8 - D-511 EMBANKMENT STA. STA. 267+93 TO STA. 310+53
5.0'5.0'
5.0'5.0'
SLOPE
VEGETATED
6" TOPSOIL/
EXISTING GRADE
EXISTING GRADE
SEE NOTE 16
DRAINAGE DITCH
WITH AGGREGATE SURFACING
ACCESS ROAD
NOTES 2 AND 3
SAND INTERFACE. SEE
OF MUCK/TOP OF SILTY
APPROXIMATE BOTTOM
INTERFACE. SEE NOTES 2 AND 3
MUCK/TOP OF SILTY SAND
APPROXIMATE BOTTOM OF
ROAD SEE NOTE 6
INTERNAL INSPECTION
SEE SHEET CZ0017
CHIMNEY AND BLANKET DRAIN.
SOIL-CEMENT. SEE SHEET CZ0017
SEE SHEET CZ0018)
(THICKNESS VARIES;
STONE TYPE E
EMBANKMENT FILL
NOTE 7 THIS SHEET
SEE GENERAL
AGGREGATE SURFACING
ACCESS ROAD WITH
SLOPE
VEGETATED
6" TOPSOIL/
SEE NOTE 16
DRAINAGE DITCH
16.0'42.6'
ROAD SEE NOTE 6
INTERNAL INSPECTION
SEE SHEET CZ0017
CHIMNEY AND BLANKET DRAIN.
SOIL-CEMENT. SEE SHEET CZ0017
SEE SHEET CZ0018)
(THICKNESS VARIES;
STONE TYPE E
EMBANKMENT FILL
SURFACING
AGGREGATE
ROAD WITH
ACCESS
16.0'42.6'
121.0'
3H:1V 3H:1V
3H:1V
152.9'
7.0'7.0'50.9'16.0'
(SEE NOTE 2)
EMBANKMENT FILL
(SEE NOTE 2)
EMBANKMENT FILL
TYPICAL CROSS SECTION 6 - D-511 EMBANKMENT STA 205+00 TO STA 213+28
5.0'5.0'
EXISTING GRADE
NOTES 2 AND 3
SAND INTERFACE. SEE
OF MUCK/TOP OF SILTY
APPROXIMATE BOTTOM
ROAD SEE NOTE 6
INTERNAL INSPECTION
SEE SHEET CZ0017
CHIMNEY AND BLANKET DRAIN.
SOIL-CEMENT. SEE SHEET CZ0017
SEE SHEET CZ0018)
(THICKNESS VARIES;
STONE TYPE E
EMBANKMENT FILL
NOTE 7 THIS SHEET
SEE GENERAL
AGGREGATE SURFACING
ACCESS ROAD WITH
SLOPE
VEGETATED
6" TOPSOIL/
SEE NOTE 16
DRAINAGE DITCH
7.0'7.0'
16.0'42.6'
3H:1V
3H:1V
(SEE NOTE 2)
EMBANKMENT FILL
WITH AGGREGATE SURFACING
ACCESS ROAD
3H:1V
WITH AGGREGATE SURFACING
ACCESS ROAD
3H:1V
163.7'
163.8'
EMBANKMENT DETAILS
SEE SHEET CZ0017 FOR SLURRY WALL AND
2.5'
PVC PIPE
SLOTTED
12" SCH 80
PVC PIPE
SLOTTED
12" SCH 80
PVC PIPE
SLOTTED
12" SCH 80
15 (TYP)
CANAL SLOPE, SEE NOTE
6" TOPSOIL/VEGETATED
15 (TYP)
CANAL SLOPE, SEE NOTE
6" TOPSOIL/VEGETATED
15 (TYP)
CANAL SLOPE, SEE NOTE
6" TOPSOIL/VEGETATED
EMBANKMENT DETAILS
SEE SHEET CZ0017 FOR SLURRY WALL AND
AND EMBANKMENT DETAILS
SEE SHEET CZ0017 FOR SLURRY WALL
SOIL-CEMENT. SEE SHEET CZ0017
7.0'7.0'
142.7'
138.5'
E X
P /L
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
120-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
-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
20 20
40 40
60 60
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
120-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
-40-40
S O
L
IC
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A
T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
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IO
N
A
M A
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S I Z
E
S U
B M
IT
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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
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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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O B
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D
J A
C K
S O
N V
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L
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L
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-1 C
N T
C
-C F
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U s e r:
m lu h
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/0
/2 n te c T
E T
R A
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C H
J O
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T V
E T
U R
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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
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
GENERAL NOTESGENERAL NOTES
EL. 6.0
EL. -20.0
EL. 6.0
C-511 CANAL D-511 EMBANKMENT
EL 6.0
EL. -12.5
EL 6.0
C-511 CANAL
D-511 EMBANKMENT�
EL 9.5
ROAD
EL 9.5
ROAD
(HORIZ.)
(VERT.)
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
20' 40'0 20' 40'0
3H:1V 3H:
1V
3H:
1V
3H:1V
2.5H:1V 2.5 H:1
V
3H:
1V
3H:1V 2%2%
2%2%
2%
2%
2%
2%
2%
2%
3H:1V
D1/CF0020
D1/CF0019
D1/CF0018
A1/C-0002
D1/CF0018
D1/CF0017
D1/CF0016
A1/C-0003
(HORIZ.) (VERT.)
20' 40'0 20' 40'0D1/CF0015
A1/C-0003
EL. 5.3
EL. -20.0
EL. 5.3
C-511 CANAL D-511 EMBANKMENT
EL 9.5
ROAD
2.5H:1V 2.5 H:1
V
3H:
1V
3H:1V
3H:
1V
2%
2%
2%
2%
3H:1V
14.0' 60.5' 60.5'
14.0' 71.35' 71.35' 16.0' 50.9'
14.0' 69.25' 69.25' 50.9'
LIMITS OF CLEARING AND GRUBBING
LIMITS OF CLEARING AND GRUBBING
LIMITS OF CLEARING AND GRUBBING
INSIDE CREST EL 18.52
RESERVOIR MFSL EL 13.14
RESERVOIR NFSL EL 8.5
RESERVOIR NFSL EL 8.5
RESERVOIR MFSL EL 13.14
INSIDE CREST EL 18.52
RESERVOIR NFSL EL 8.5
RESERVOIR MFSL EL 13.14
INSIDE CREST EL 18.52
16.0'
EL -35.0
EL 6.0
(TYP)
(TYP)
(TYP)
SEE SHEETS CZ0027 AND CZ0028 FOR TOE DITCH DETAILS.16.
STABILIZATION.
ARE TO BE FINISHED WITH 6" OF TOPSOIL/VEGETATED MATERIAL FOR
ALL PROPOSED CANAL SLOPES ABOVE EL 3.3' (UNLESS SHOWN AS ARMORED) 15.
IMPOUNDMENT CROSS SECTIONS FOR DETAILED ARMORING BY LOCATION.
SEE SHEET CZ0016 FOR CANAL ARMORING DETAILS AND LIMITS. REFER TO 14.
SPECIFICATION SECTION 35 73 13.
BE USED AS THE PRIMARY SOURCE OF EMBANKMENT FILL AS DESCRIBED IN
SATISFACTORY MATERIAL EXCAVATED FROM THE PROPOSED CANALS MUST 13.
SEE SHEETS CZ0017 AND CZ0024 FOR SLURRY WALL DETAILS.12.
AND 3H:1V FROM EL. 3.3 TO 6.
C-511 SLOPE WITHIN TYPICAL SECTION 7 IS 2.5H:1V FROM EL -20 TO EL 3.3 11.
10. FOR GRADING BEYOND TYPICAL SECTION 8, SEE CF0020 & CF1906.
TO 267+93, SEE PLAN & PROFILE SHEET CF0018.
TRANSITION FROM TYPICAL SECTION 7 TO TYPICAL SECTION 8 FROM 267+18 9.
TO 218+30, SEE PLAN & PROFILE SHEETS CF0015 AND CF0016.
8. TRANSITION FROM TYPICAL SECTION 6 TO TYPICAL SECTION 7 FROM 213+28
CONSTRUCTION (TYP).
LEVEE CONSTRUCTION. BACKFILL WITH MUCK AFTER EMBANKMENT OR LEVEE
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE EMBANKMENT OR 7.
DETAILS.
6. SEE SHEET CZ0018 FOR EMBANKMENT TOE AND INTERNAL INSPECTION ROAD
AND 3H:1V FROM EL. 3.3 TO 5.3.
C-511 SLOPE WITHIN TYPICAL SECTION 6 IS 2.5H:1V FROM EL -20 TO EL 3.3 5.
DRAIN DETAILS.
4. SEE SHEET CZ0017 FOR EMBANKMENT DETAILS AND CHIMNEY AND BLANKET
CONDITIONS ENCOUNTERED DURING CONSTRUCTION.
GEOTECHNICAL DATA. DEPTHS MAY VARY IN THE FIELD DEPENDING ON
CONSTRUCTION. DEPTHS SHOWN WERE DEFINED USING AVAILABLE
3. MUCK MATERIAL MUST BE REMOVED PRIOR TO EMBANKMENT
00 31 32.
THE FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION
WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN
2. PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE AND
DITCH INVERT ELEVATIONS.
SEE PLAN AND PROFILE SHEETS CF0006 THROUGH CF0020 FOR ACCESS ROAD 1.
EL -30.0
EL -25.0
CZ0021
E1
CZ0021
C1
CZ0021
C1
CZ0021
C1
CZ0021
E1
CZ0021
E1
CZ0001
F6
CZ0001
F6
CZ0001
F6
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
O N
/0
6/
C O
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AC
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O D
- F
IN
AL
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T
FO
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O N
ST
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TI
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W
E B
E R
S H
E E
T
O F
L E
V E
E A
N D
C A
N A
L C
R O
S S
S E
C T
IO
N
S
T Y
P
IC
A L
D A
M E
M B
A N
K M
E N
T
CF0037
T B
R O
W N
H
A P
A R
S
E V
E R
A N
TYPICAL CROSS SECTION 10 - D-511 ESA EMBANKMENT STA 401+87 TO STA 413+38
D1
TYPICAL CROSS SECTION 9 - D- 511 ESA EMBANKMENT AT ESA RING
SURFACING
AGGREGATE
ROAD WITH
ACCESS
AGGREGATE SURFACING
ACCESS ROAD WITH
EXISTING GRADE
GRADE
EXISTING
SEE NOTES 2 AND 3
SAND INTERFACE.
OF MUCK/TOP OF SILTY
APPROXIMATE BOTTOM
SEE NOTES 2 AND 3
SILTY SAND INTERFACE.
OF MUCK/TOP OF
APPROXIMATE BOTTOM
SEE SHEET CZ0022
CHIMNEY AND BLANKET DRAIN.
SOIL-CEMENT. SEE SHEET CZ0017
SEE SHEET CZ0018)
(THICKNESS VARIES;
STONE TYPE E
EMBANKMENT FILL
NOTE 5 THIS SHEET
SEE GENERAL
ROAD SEE NOTE 6
INTERNAL INSPECTION
3H:1V
7.0'7.0'20.9'16.0'25.5'6.5'6.5'
16.0'42.6'
3H:1V
ROAD SEE NOTE 6
INTERNAL INSPECTION
SEE SHEET CZ0022
CHIMNEY AND BLANKET DRAIN
SOIL-CEMENT. SEE SHEET CZ0017
SEE SHEET CZ0018)
(THICKNESS VARIES;
STONE TYPE E
EMBANKMENT FILL
NOTE 5 THIS SHEET
SEE GENERAL
SLOPE
VEGETATED
6" TOPSOIL/
DITCH
DRAINAGE
16.0'42.6'
ARMORING
CHANNEL
EL 18.8
ROAD SEE NOTE 6
INTERNAL INSPECTION
AGGREGATE SURFACING
ACCESS ROAD WITH
SEE NOTES 2 AND 3
SAND INTERFACE.
OF MUCK/TOP OF SILTY
APPROXIMATE BOTTOM
8.2'16.0'20.9'7.0'7.0'42.6'16.0' 35.1'
87.3' 87.3'
75.8'
75.9'
8.2' 16.0' 20.9' 7.0' 7.0'35.1'
6.5'6.5'25.5'16.0'20.9'7.0'7.0'42.6'16.0'
VARIES
SEE SHEET CZ0017 FOR SLURRY WALL AND EMBANKMENT DETAILS
WALL AND EMBANKMENT DETAILS
SEE SHEET CZ0017 FOR SLURRY
DRAIN. SEE SHEET CZ0022
CHIMNEY AND BLANKET
INTERNAL INSPECTION ROAD SEE NOTE 6
S O
L
IC
IT
A
T
IO
N N
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S
IG
N E
D B
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D E
S C
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D A
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R A
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N O
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C K
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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
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D R
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D A
T E
A N
S I
D
W
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-2
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JA
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V
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m lu h
/1
/2
/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
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
-140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300
0 0
20 20
40 40
60 60
340 360 380 400 420 440 460 480 500 520 540 560
-20
-100 -80 -60 -40 -20 0 20 40 60 80 100
-20
GENERAL NOTES
C-514 CANAL
D-511 ESA EMBANKMENT
2%
D-511 ESA EMBANKMENT
EL. 2.0
2%
D-511 ESA EMBANKMENT C-514 CANAL
AREA (ESA)
SENSITIVE
ENVIRONMENTALLY
EL 3.0
EL 3.0
ROAD EL 11.5
ROAD EL 11.5 EL 11.5ROAD
RESERVOIR NFSL EL 8.5
RESERVOIR MFSL EL 13.14
INSIDE CREST EL 18.52
(HORIZ.) (VERT.)
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
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
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
D-511 ESA EMBANKMENTC-514 CANAL
LIMITS OF CLEARING AND GRUBBING
LIMITS OF CLEARING AND GRUBBING LIMITS OF CLEARING AND GRUBBING
D1/CF0022
D1/CF0021
D1/CF0019
A1/C-0002
D1/CF0022
D1/CF0021
A1/C-0003
(TYP)
(TYP)
(TYP)
SEE SHEETS CZ0017, CZ0022 AND CZ0024 FOR SLURRY WALL DETAILS.9.
PROFILE SHEETS CF0021 AND CF0022.
TRANSITION FROM TYPICAL SECTION 9 TO TYPICAL SECTION 10, SEE PLAN & 8.
SPECIFICATION SECTION 35 73 13.
USED AS THE PRIMARY SOURCE OF EMBANKMENT FILL AS DESCRIBED IN
SATISFACTORY MATERIAL EXCAVATED FROM THE PROPOSED CANALS MUST BE 7.
DETAILS.
6. SEE SHEET CZ0018 FOR EMBANKMENT TOE AND INTERNAL INSPECTION ROAD
CONSTRUCTION (TYP).
CONSTRUCTION. BACKFILL WITH MUCK AFTER EMBANKMENT OR LEVEE
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE EMBANKMENT OR LEVEE 5.
DRAIN DETAILS FOR D-511A EMBANKMENT.
4. SEE SHEET CZ0022 FOR EMBANKMENT DETAILS AND CHIMNEY AND BLANKET
CONSTRUCTION.
MAY VARY IN THE FIELD DEPENDING ON CONDITIONS ENCOUNTERED DURING
DEPTHS SHOWN WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTHS
3. MUCK MATERIAL MUST BE REMOVED PRIOR TO EMBANKMENT CONSTRUCTION.
FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION 00 31 32.
WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN THE
2. PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE AND
NO CONSTRUCTION WITHIN THE ESA BOUNDARY. SEE C-0003 FOR LOCATION.1.
EL.-10.0
EL.-10.0
CZ0022
D1
CZ0022
C1
CZ0022
F1
CZ0022
F1
CZ0021
E1
CZ0021
E1
CZ0021
E1
CZ0021
E1
CZ0001
F6
CZ0001
F6
CZ0001
F6
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
W
E B
E R
S H
E E
T
O F
L E
V E
E A
N D
C A
N A
L C
R O
S S
S E
C T
IO
N
S
T Y
P
IC
A L
D A
M E
M B
A N
K M
E N
T
CF0038
T B
R O
W N
H
A P
A R
S
E V
E R
A N
AGGREGATE SURFACING
ACCESS ROAD WITH
EXISTING GRADE
EXISTING GRADE
AGGREGATE SURFACING
ACCESS ROAD WITH
3H:1V 3H:1V
3H:1V
EL 7.3�
7.0'7.0'
EL 7.02
EXISTING GRADE
PROPOSED LEVEE
C1 TYPICAL CROSS SECTION 12 -L-511 LEVEE STA 929+00 to STA 959+00
F1 TYPICAL CROSS SECTION 13 - L-514 LEVEE - STA 602+78 to STA 653+00
A1
AGGREGATE SURFACING
ACCESS ROAD WITH
EMBANKMENT FILL (SEE NOTE 1)
EMBANKMENT FILL (SEE NOTE 1)
EMBANKMENT FILL (SEE NOTE 1)
SURFACING
AGGREGATE
WITH
ACCESS ROAD
AGGREGATE SURFACING
ACCESS ROAD WITH
SEE GENERAL NOTE 7 THIS SHEET
1 FOR MORE DETAILS
SEE TYPICAL SECTION
TYPICAL CROSS SECTION 11 - L-511 LEVEE & RAISED SOUTHWEST 26TH STREET STA 903+50 to STA 928+00
8 (TYP)
CANAL SLOPE, SEE NOTE
6" TOPSOIL/VEGETATED
7 THIS SHEET
SEE GENERAL NOTE
SEE GENERAL NOTE 7 THIS SHEET
12.0'12.0'
3H:1V
3H:1V
-80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200 220
-20 -20
0 0
20 20
40 40
-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% 2%
-200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
S O
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IG
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D A
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C O
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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
J A
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S O
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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
II
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
L-514 LEVEE
GENERAL NOTESGENERAL NOTES
EL 4.3
APPROX EL 4.6
NFSL APPROX EL 5.3
(HORIZ.) (VERT.)
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
20' 40'0 20' 40'0
L-511 LEVEE C-511 CANAL
EL -2.53H:
1V
3H:
1V
3H:1V 3H:
1V
2% 2%
2%2%
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
CF0033
CF0032
D1
3H:
1V
EL 7.3
MITIGATION AREA "A"
MITIGATION AREA "A"
35.0'26.4'14.0'VARIES12.0'
VARIES
EL 7.3
LIMITS OF CLEARING AND GRUBBING
LIMITS OF CLEARING AND GRUBBING
LIMITS OF CLEARING AND GRUBBING
D1/CF0026
D1/CF0025
D1/CF0024
A1/C-0002
D1/CF0032
D1/CF0031
A1/C-0002
& RAISED SOUTHWEST 26TH STREET
L-511 LEVEE
TO BE FINISHED WITH 6" OF TOPSOIL/VEGETATED MATERIAL FOR STABILIZATION.
ALL PROPOSED CANAL SLOPES ABOVE EL 3.3' (UNLESS SHOWN AS ARMORED) ARE 8.
CONSTRUCTION (TYP).
CONSTRUCTION. BACKFILL WITH MUCK AFTER EMBANKMENT OR LEVEE
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE EMBANKMENT OR LEVEE 7.
SPECIFICATION SECTION 35 73 13.
USED AS THE PRIMARY SOURCE OF EMBANKMENT FILL AS DESCRIBED IN
SATISFACTORY MATERIAL EXCAVATED FROM THE PROPOSED CANALS MUST BE 6.
TRANSITION BETWEEN TYPICAL SECTION 13 AND TYPICAL SECTION 14, SEE CF1901.5.
SECTION 13, SEE CF0024 & CF0031.
FOR GRADING OF THE AREA PRIOR TO TYPICAL SECTION 11 AND PRIOR TO TYPICAL 4.
FOR GRADING OF THE AREA BEYOND TYPICAL SECTION 12, SEE CF0033.3.
SOUTHWEST 26TH STREET.
AND CF1906 AS C-511 CANAL AND ACCESS BENCH BECOME ADJACENT TO
TRANSITION BETWEEN TYPICAL SECTION 11 AND TYPICAL SECTION 12, SEE CF0032 2.
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.
(TYP)
(TYP)
(TYP)
35.0'12.0'
2%
CZ0021
A1CZ0021
A1
CZ0021
A1
CZ0021
A1
CZ0021
A1
CZ0001
F6
CZ0001
F6
CZ0001
F6
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
O N
/0
6/
C O
N
TR
AC
T
M
O D
- F
IN
AL
N O
T
FO
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O N
ST
R
U C
TI
O
NDRAFT
W
E B
E R
S H
E E
T
O F
L E
V E
E A
N D
C A
N A
L C
R O
S S
S E
C T
IO
N
S
T Y
P
IC
A L
D A
M E
M B
A N
K M
E N
T
CF0039
T B
R O
W N
H
A P
A R
S
E V
E R
A N
TYPICAL CROSS SECTION 14 - L-512 LEVEE STA 658+00 to STA 727+80
EXISTING GRADE
17.2'20.7'22.5'22.5'20.7'14.0'
1.7'
3H:1V
EL 7.3
EL 7.02
3H:1V
EL -0.5
(SEE NOTE 1)
EMBANKMENT FILL
(AGGREGATE SURFACING)
C-512 CANAL ACCESS ROAD
(AGGREGATE SURFACING)
C-512 CANAL ACCESS ROAD
(AGGREGATE SURFACING)
L-512 LEVEE CREST
SEE GENERAL NOTE 4 THIS SHEET
5 (TYP)
CANAL SLOPE, SEE NOTE
6" TOPSOIL/VEGETATED
(SEE NOTE 1)
EMBANKMENT FILL
3H:1V
-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%2%2%
S O
L
IC
IT
A
T
IO
N N
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D E
S
IG
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D B
Y
D E
S C
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S I Z
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S U
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B Y
D A
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C O
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R A
C T
N O
C
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C K
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B Y
D R
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N B
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IS
S
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D A
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B
C
D
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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
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R S
F
IL
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/0
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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
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
L-512 LEVEEC-512 CANAL
GENERAL NOTES
EL 7.3
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
3H:1V 3H:
1V
2%
MITIGATION AREA "A"
EL 6.4
7.0'
LIMITS OF CLEARING AND GRUBBING
EL 6.4
D1/CF0030
C1/CF0029
D1/CF0028
D1/CF0027
A1/C-0002
STABILIZATION.
ARE TO BE FINISHED WITH 6" OF TOPSOIL/VEGETATED MATERIAL FOR
ALL PROPOSED CANAL SLOPES ABOVE EL 3.3' (UNLESS SHOWN AS ARMORED) 5.
CONSTRUCTION (TYP).
CONSTRUCTION. BACKFILL WITH MUCK AFTER EMBANKMENT OR LEVEE
ZONE OF ADDITIONAL MUCK EXCAVATION TO FACILITATE EMBANKMENT OR LEVEE 4.
SPECIFICATION SECTION 35 73 13.
USED AS THE PRIMARY SOURCE OF EMBANKMENT FILL AS DESCRIBED IN
SATISFACTORY MATERIAL EXCAVATED FROM THE PROPOSED CANALS MUST BE 3.
FOR GRADING OF AREAS BEYOND TYPICAL SECTION 14, SEE CF1907 & CF1921.2.
FIELD. SEE GEOTECHNICAL DATA REPORT INCLUDED AS SPECIFICATION 00 31 32.
WERE DEFINED USING AVAILABLE GEOTECHNICAL DATA. DEPTH MAY VARY IN THE
1. PREPARED SUBGRADE SURFACE ELEVATIONS SHOWN ARE APPROXIMATE AND
(TYP)
7.0'
CZ0021
C1
CZ0021
A1
CZ0001
F6
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
W
E B
E R
S H
E E
T
O F
C R
O S
S S
E C
T
IO
N S
C -1
I
M P
O U
N D
M E
N T
CF0040
T B
R O
W N
H
A P
A R
S E
V E
R A
N
C-11 IMPOUNDMENT CROSS SECTION 0+00.00
C-11 IMPOUNDMENT CROSS SECTION 5+00.00
C-11 IMPOUNDMENT CROSS SECTION 10+00.00
21'
14'
D-511 EMBANKMENT
EXISTING GRADE
154.3'
16'
154.3'
16' 14'
D-511 EMBANKMENT
GRADE
EXISTING
3H:1V 3H:1V3H:1V
D-511 EMBANKMENT
GRADE
EXISTING
154.29'
24'
22'
36.69'
AND EMBANKMENT DETAILS (TYP)
SEE SHEET CZ0017 FOR SLURRY WALL
3H:1V
19'
3H:1V
24'
NOTE 3)
EL 0.5 (SEE
ARMORING
CANAL
TOP OF
SEE GENERAL NOTES 1 - 2 (TYP)
SURFACE PREPARATION
24'
SEE DETAIL C2 SHEET CZ0018
WAVE BREAK RIB PROTECTION,
16' 16'
SLURRY WALL
SLURRY WALL
SLURRY WALL
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
.6
(1
.0
.5
(1
.5
-320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180
-20 -20
0 0
20 20
40 40
60 60
.3
.1
.0
.1
.3
.4
.0
.1
-2 .5
.2
.2
.7
.7
.7
-2 .5
.2
.7
.0
.7
-2
.5
.2
.6
.0
.8
.0
.9
.9
.6
.3
.5
.9
.6
.3
.6
.3
.9
.8
.2
.1
.0
.9
.3
.2
.3
.1
.0
.1
.3
.4
.1
-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
20 20
40 40
60 60
.3
.7
.7
.3
.0
.7
.3
.9
-2 .5
.3
.3
.9
.0
.9
.0
.9
-2 .5
.3
.6
.0
.6
-2
.3
.6
.0
.8
.0
.5
.0
.3
.6
.8
.9
.7
.9
.9
.4
.9
.4
.0
.0
.6
.8
.3
.7
.7
.3
.0
.7
.3
.9
.3
.5
.3
.5
.3
.5
.7
(6
.3
.9
(6
.3
-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
20 20
40 40
60 60
.3
.2
.0
.2
.0
.2
.5
.7
.5
.6
.0
.8
.0
.5
.0
.3
.6
.9
.9
.5
.7
.5
.9
.5
.7
.5
.7
.0
.6
.9
.8
.3
.2
.3
.2
.0
.2
.0
.2
.5
.7
.5
S O
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A
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N N
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D B
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D E
S C
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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
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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
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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
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L E
D
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T R
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M A
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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
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
20' 40'0 20' 40'0
5.0% 3.8% 2%
3H:1V3H:
1V
2%
2% 2%
3H:
1V
3H:1V
2% 3H:1V2% 3H:
1V
5.3%2%2%
3H:1V 3H:
1V
2%
2% 2% 3H:
1V
2%
3H:1V
2% 3H:
1V
AREA "A"
MITIGATION
C-511 CANAL (TYP)
3H:1V 3H:
1V
3H:
1V
2%2% 2%
2%
2%
3H:
1V5.4%
VARIES
2%
3H:1V
.5
(1
.5
GENERAL NOTES
CF0006
D1
CF0006
D1
CF0006
D1
IMPOUNDMENT
C-11
IMPOUNDMENT
C-11
IMPOUNDMENT
C-11
AREA "A"
MITIGATION
AREA "A"
MITIGATION
�SOUTHWEST 26TH STREET
L-511 LEVEE/RAISED
SOUTHWEST 26TH STREET
L-511 LEVEE/RAISED
SOUTHWEST 26TH STREET
L-511 LEVEE/RAISED
C -1
\1
C
-1 C
N T
C
-C F
.d g n
D S
P
D
A E
C p d f.
p lt c fg
:3
:0
P
M
/1
/2
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
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
CF0041
-1
I
M P
O U
N D
M E
N T
S H
E E
T
O F
C R
O S
S S
E C
T
IO
N S
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
R
C-11 IMPOUNDMENT CROSS SECTION 25+00.00
C-11 IMPOUNDMENT CROSS SECTION 20+00.00
C-11 IMPOUNDMENT CROSS SECTION 15+00.00
154.3'
24'
22'
14'
SLURRY WALL
16'
(SEE NOTE 3)
ARMORING EL 0.5
TOP OF CANAL
154.3'
14'
16'
D-511 EMBANKMENT
16'
24'
EMBANKMENT
D-511
GRADE
EXISTING
24'
154.3'
16'
14'
16'
AND EMBANKMENT DETAILS (TYP.)
SEE SHEET CZ0017 FOR SLURRY WALL
3H:1V
SEE GENERAL NOTES 1 - 2 (TYP)
SURFACE PREPARATION
GRADE
EXISTING
GRADE
EXISTING
SEE DETAIL C2 SHEET CZ0018
WAVE BREAK RIB PROTECTION,
SLURRY WALL
SLURRY WALL
14'
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
.8
(1
.0
.5
.0
-300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100 120 140 160 180 200
-20 -20
0 0
20 20
40 40
60 60
.8
.8
.8
.7
.1
.8
.3
.5
.0
.5
-2
.3
.7
.7
.7
-2 .5
.3
.3
.9
.3
.9
-2
.3
.6
.0
.8
.0
.8
.9
.8
.0
.0
.0
.9
.8
.0
.8
.0
.7
.8
.0
.9
.8
.4
.5
.8
.8
.8
.7
.1
.8
.3
.5
.0
.5
.5
.0
-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
20 20
40 40
60 60
.3
.3
.0
.3
.6
.0
.3
.7
-2 .5
.3
.7
.3
.7
.3
.7
-2 .5
.3
.3
.9
.3
.9
-2
.3
.6
.0
.8
.0
.5
.0
.3
.6
.8
.9
.4
.5
.9
.4
.0
.4
.0
.6
.9
.8
.3
.3
.0
.3
.6
.0
.3
.7
-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
20 20
40 40
60 60
.9
.9
.2
.9
.7
-2 .5
.3
.7
.3
.7
.3
.7
-2 .5
.3
.9
.9
-2
.3
.6
.0
.8
.0
.5
.0
.3
.6
.9
.9
.9
.3
.6
.8
.1
.6
.9
.9
.2
.9
.7
S O
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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
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
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T R
IC
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S
A N
M A
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D
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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
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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
20' 40'020' 40'0
(HORIZ.) (VERT.)
CF0007
C1
20' 40'020' 40'0
(HORIZ.) (VERT.)
CF0006
D1
20' 40'0 20' 40'0
(HORIZ.) (VERT.)
CF0006
D1
2%
3H:
1V
3H:1V
2%
3H:
1V
2%2% 4.3% 2% 3H:1V 3H:
1V 3H:
1V 2%
MITIGATION AREA "A"
SOUTHWEST 26TH STREET
L-511 LEVEE/RAISED
C-11 IMPOUNDMENT
2%
3H:
1V 3H:1V
2%
3H:
1V
2% 2%2%
3H:
1V
4.1% 2%
3H:1V
MITIGATION AREA "A" C-11 IMPOUNDMENT
SOUTHWEST 26TH STREET
L-511 LEVEE/RAISED
C-11 IMPOUNDMENT
C-511 CANAL (TYP.)
3H:
1V
15%
2%
2% 3H:
1V
2%
3H:1V
2%2%2%5% 4%
8.5%
.0
(1
.2
MITIGATION AREA "A"
SOUTHWEST 26TH STREET
L-511 LEVEE/RAISED
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.
3H:
1V
EL. -15.0'
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
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
CF0042
-1
I
M P
O U
N D
M E
N T
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
C-11 IMPOUNDMENT CROSS SECTION 30+00.00
C-11 IMPOUNDMENT CROSS SECTION 35+00.00
C-11 IMPOUNDMENT CROSS SECTION 40+00.00
EMBANKMENT
D-511
10'
14'
171.25'
16'
14'
16'
EXISTING GRADE
3H:1V
10'
155.3'
14'
171.25'
22'
14'
16'
D-511 EMBANKMENT
EXISTING GRADE
3H:1V
132.38'
14'
171.25'
22'
14'
16'
D-511 EMBANKMENT
GRADE
EXISTING
3H:1V
AND EMBANKMENT DETAILS (TYP.)
SEE SHEET CZ0017 FOR SLURRY WALL
(SEE NOTE 3)
ARMORING EL -18
TOP OF CANAL
(SEE NOTE 3)
ARMORING EL -20.5
TOP OF CANAL
NOTE 3)
EL -4.45 (SEE
ARMORING
CANAL
TOP OF
3H:1V
3H:1V
3H:1V
3H:1V
SEE DETAIL C2 SHEET CZ0018
WAVE BREAK RIB PROTECTION,
SLURRY WALL
SLURRY WALL
SLURRY WALL
SEE GENERAL NOTES 1 - 2 (TYP)
SURFACE PREPARATION
-360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
0 0
20 20
40 40
60 60
-6
.2
.9
.8
.4
.4
.6
.9
.1
.4
-6
.7
.5
.1
.0
-6
.7
.6
.0
.8
.0
.5
.0
.3
.6
.9
.9
.5
.9
.1
.9
.6
.2
.9
.3
.4
P R
R /W
-360 -340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
60 60
-2
.0
.2
.8
.9
.3
.0
.6
.9
-2
.0
.2
.3
.5
.6
.6
-2
.0
.2
.9
.7
.6
.0
.8
.8
.9
.9
.8
.0
.8
.8
.5
.9
.4
.3
.3
.6
.8
.8
.0
.6
.9
.5
.3
.4
P R
R /W
-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
20 20
40 40
60 60
-2
.0
.2
.8
.9
.3
.0
.6
.9
-2
.0
.2
.3
.5
.6
.6
-2
.0
.2
.8
.1
.6
.0
.8
.8
.8
.9
.8
.0
.8
.8
.5
.9
.5
.0
.3
.7
.8
.8
.0
.8
.9
.5
.1
.7
.2
.0
P R
R /W
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
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IO
N
A
M A
R K
S I Z
E
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
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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
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-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
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L
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-1 C
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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
GENERAL NOTESGENERAL NOTES
(HORIZ.) (VERT.)
20' 40'0 20' 40'0CF0007
C1
(HORIZ.) (VERT.)
20' 40'0 20' 40'0CF0008
D1
(HORIZ.) (VERT.)
20' 40'0 20' 40'0CF0008
D1
C-11 IMPOUNDMENT
C-511 CANAL (TYP)
2.5H:1V 2.5 H:1
V
3H:1V
2% 3H:
1V
2% 3H:1V3H:
1V
2%
2%
3H:
1V
2.5H:1V
2.5 H:1
V
2% 3H:
1V
2%
2%
3H:
1V
2%
3H:1V C-11 IMPOUNDMENT
3H:
1V
2%
2% 3H:
1V
2%
2% 3H:1V
2.9H :1V2.9H:1V
2.9H :1V
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.
C-11 IMPOUNDMENT
EL. -35.0'
EL. -35.0'
EL. -35.0'
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
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
CF0043
-1
I
M P
O U
N D
M E
N T
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
C-11 IMPOUNDMENT CROSS SECTION 45+00.00
C-11 IMPOUNDMENT CROSS SECTION 50+00.00
C-11 IMPOUNDMENT CROSS SECTION 55+00.00
14'
10'
181.6'
16'
14'
16'
D-511 EMBANKMENT
EXISTING GRADE
3H:1V
171.25'
16'
14'
20.11'
D-511 EMBANKMENT
24'
10'
EXISTING GRADE
155.3'
3H:1V
EXISTING GRADE
D-511 EMBANKMENT
155.3'
171.25'
16'
14'
16' 14'
10'
AND EMBANKMENT DETAILS (TYP)
SEE SHEET CZ0017 FOR SLURRY WALL
(SEE NOTE 3)
ARMORING EL -18
TOP OF CANAL
(SEE NOTE 3)
ARMORING EL -20.5
TOP OF CANAL
(SEE NOTE 3)
ARMORING EL -18
TOP OF CANAL
3H:1V
3H:1V
3H:1V
3H:1V
SEE GENERAL NOTES 1 - 2 (TYP)
SURFACE PREPARATION
SEE DETAIL C2 SHEET CZ0018
WAVE BREAK RIB PROTECTION,
SLURRY WALL
SLURRY WALL
SLURRY WALL
-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
60 60
-2
.0
.2
.8
.9
.3
.0
.6
.9
-2
.0
.2
.3
.5
.6
.6
-2
.0
.2
.8
.9
.6
.0
.8
.9
.8
.0
.5
.9
.5
.0
.3
.6
.8
.8
.0
.6
.9
.5
.6
.0
.6
P R
R /W
-340 -320 -300 -280 -260 -240 -220 -200 -180 -160 -140 -120 -100 -80 -60 -40 -20 0 20 40 60 80 100
-20 -20
0 0
20 20
40 40
60 60
-2
.0
.2
.8
.3
.0
.6
.9
-2
.0
.2
.3
.5
.6
.6
-2
.0
.2
.4
.6
.6
.0
.9
.0
.8
.0
.8
.9
.9
.5
.0
.3
.6
.0
.6
.9
.5
.6
.1
.7
P R
R /W
.1
(5
.2
.2
(5
.8
-340 -320 -300 -280 -260 -240 -220 -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
.4
.6
.2
.6
.2
-2
.0
.4
.6
.6
.6
-2
.0
.4
.2
.1
.6
.0
.9
.9
.8
.0
.9
.9
.5
.0
.6
.9
.0
.6
.9
.5
.6
E X
R /W
E X
P /L
S O
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IC
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A
T
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N N
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S
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D B
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D A
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C O
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R A
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C
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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
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
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A N
M A
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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
GENERAL NOTES
(HORIZ.) (VERT.)
20' 40'0 20' 40'0CF0008
D1
(HORIZ.) (VERT.)
20' 40'0 20' 40'0CF0008
D1
(HORIZ.) (VERT.)
20' 40'0 20' 40'0CF0009
D1
2%
3H:1V 3H:
1V
2%
3H:1V3H:
1V
2% 3H:
1V
2% C-11 IMPOUNDMENT
2.5H:1V
2.5 H:1
V
2% 3H:
1V
3H:
1V
2%
3H:
1V
2%
2% 3H:1V
C-11 IMPOUNDMENT
C-11 IMPOUNDMENT
(TYP)
CANAL
C-511
2.5H:1V
2%
3H:
1V
3H:
1V
2%
2%
2%
3H:1V 3H:
1V
2.5 H:1
V
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.
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